SCANDIA ELEMENTARY SCHOOL BID PACKAGE 2 BID ADDENDUM NO. 3 FOREST LAKE AREA SCHOOLS 11/21/2017 Page 1 of 2 Addendum #2 ADDENDUM NO. 3 November 21, 2017 (attached associated drawing revisions are dated 11/20/17) Bid Date and Time: Tuesday, November 28, 2017; 2:00pm Bid Location: Forest Lake Area Schools 6100 N. 210 th St. Forest Lake, MN 55025 CONTRACT DOCUMENTS DATE: October 16, 2017 The additions, revisions, corrections, and clarifications contained herein shall be made to the Bidding Requirements, Conditions of the Contract, Drawings and Specifications for the project and shall be included in the scope of the work and Bid Proposals to be submitted. References made below to Specifications and Drawings shall be used as a general guide only. Bidders and Contractors shall determine for themselves the full scope of work affected by addendum items. Acknowledge the receipt of this Addendum on the space provided on the Bid Form. The product and system substitutions listed herein are conditionally approved for use on this project. Final approval will be based upon compliance with detailed specification requirements and receipt of shop drawings showing materials and equipment of equal quality, design, performance, and construction to that specified. Bidders making use of quotations on these substitutions shall satisfy themselves of space limitations and such other characteristics which may be a basis for not approving shop drawings. Claims for additional costs will not be considered as a result of using substitute materials or equipment. Any additional cost associated with the use of substitute materials or equipment, or changes in the work of other trades which may be required as a result of any substitution, shall be borne by the Contractor making the substitution. GENERAL CONSTRUCTION: G I - ACCEPTABLE EQUIVALENTS A. Section 09 5100, 2.01.12: Acoustical Ceilings; Product: Radar acoustical ceiling tiles by USG. B. Section 06 4100, 2.05.B.6: Architectural Wood Casework – Countertop Manufacturer: Durcon C. Section 06 4100, 2.08.E.2: Architectural Wood Casework – Hardware Manufacturer: Knape & Vogt D. Section 10 1101, 2.01.A: Visual Display Boards Manufacturer: Claridge Products Series G II - PROJECT MANUAL A. REVISED Section 01 11200 List of Work Scope Categories B. REVISED Section 01 1220-03-A Work Scope for Concrete and Masonry C. REVISED Section 01 1220-06-A Work Scope for Demolition and Carpentry D. REVISED Section 01 1220-31-A Work Scope for Site Clearing and Earthwork E. REVISED Section 01 1220-32-A Work Scope for Asphalt Paving F. REVISED Section 01 1220-32-B Work Scope for Landscape G. EDIT Section 03 3000 Part 2: ADD “Not required for new slabs with no floor finish” in Section 03 3000; Part 2 Concrete mix design - 2.08.B.2.c. H. EDIT Section 10 1200 Part 2: Delete 2.02, A G II - DRAWINGS A. REPLACE Sheets with attached revised versions (changes clouded and denoted under Delta 1): A800 CIVIL/SITE: C I - ACCEPTABLE EQUIVALENTS None C II - PROJECT MANUAL A. ADD attached section 323223 “Concrete Segmental Retaining Wall”.
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SCANDIA ELEMENTARY SCHOOL
BID PACKAGE 2 BID ADDENDUM NO. 3 FOREST LAKE AREA SCHOOLS 11/21/2017
Page 1 of 2 Addendum #2
ADDENDUM NO. 3 November 21, 2017 (attached associated drawing revisions are dated 11/20/17)
Bid Date and Time: Tuesday, November 28, 2017; 2:00pm
Bid Location: Forest Lake Area Schools
6100 N. 210th St.
Forest Lake, MN 55025
CONTRACT DOCUMENTS DATE: October 16, 2017
The additions, revisions, corrections, and clarifications contained herein shall be made to the Bidding Requirements,
Conditions of the Contract, Drawings and Specifications for the project and shall be included in the scope of the work and
Bid Proposals to be submitted. References made below to Specifications and Drawings shall be used as a general guide
only. Bidders and Contractors shall determine for themselves the full scope of work affected by addendum items.
Acknowledge the receipt of this Addendum on the space provided on the Bid Form.
The product and system substitutions listed herein are conditionally approved for use on this project. Final
approval will be based upon compliance with detailed specification requirements and receipt of shop drawings
showing materials and equipment of equal quality, design, performance, and construction to that specified.
Bidders making use of quotations on these substitutions shall satisfy themselves of space limitations and such
other characteristics which may be a basis for not approving shop drawings. Claims for additional costs will
not be considered as a result of using substitute materials or equipment. Any additional cost associated with
the use of substitute materials or equipment, or changes in the work of other trades which may be required as
a result of any substitution, shall be borne by the Contractor making the substitution.
GENERAL CONSTRUCTION:
G I - ACCEPTABLE EQUIVALENTS
A. Section 09 5100, 2.01.12: Acoustical Ceilings; Product: Radar acoustical ceiling tiles by USG. B. Section 06 4100, 2.05.B.6: Architectural Wood Casework – Countertop Manufacturer: Durcon
C. Section 06 4100, 2.08.E.2: Architectural Wood Casework – Hardware Manufacturer: Knape & Vogt D. Section 10 1101, 2.01.A: Visual Display Boards Manufacturer: Claridge Products Series
G II - PROJECT MANUAL
A. REVISED Section 01 11200 List of Work Scope Categories B. REVISED Section 01 1220-03-A Work Scope for Concrete and Masonry C. REVISED Section 01 1220-06-A Work Scope for Demolition and Carpentry D. REVISED Section 01 1220-31-A Work Scope for Site Clearing and Earthwork E. REVISED Section 01 1220-32-A Work Scope for Asphalt Paving F. REVISED Section 01 1220-32-B Work Scope for Landscape G. EDIT Section 03 3000 Part 2: ADD “Not required for new slabs with no floor finish” in Section 03
3000; Part 2 Concrete mix design - 2.08.B.2.c. H. EDIT Section 10 1200 Part 2: Delete 2.02, A
G II - DRAWINGS
A. REPLACE Sheets with attached revised versions (changes clouded and denoted under Delta 1): A800
CIVIL/SITE:
C I - ACCEPTABLE EQUIVALENTS None
C II - PROJECT MANUAL
A. ADD attached section 323223 “Concrete Segmental Retaining Wall”.
SCANDIA ELEMENTARY SCHOOL
BID PACKAGE 2 BID ADDENDUM NO. 3 FOREST LAKE AREA SCHOOLS 11/21/2017
Page 2 of 2 Addendum #2
C III - DRAWINGS
A. REPLACE Sheets with attached revised versions (changes clouded and denoted under Delta 2): C2, C3, C7, C9
MECHANICAL:
M I - ACCEPTABLE EQUIVALENTS
A. Section 22 4000– Plumbing Fixtures 1. Part 2.9.A Manufacturers: ACORN Engineering 2. As applicable throughout section but subject to all specified requirements and comparable listed
(Basis-of-Design) products: Zurn B. Section 23 2123 – Hydronic Pumps (Part 2.1.A Manufacturers): Grundfos LCS, as applicable, and
subject to compliance with all listed specifications, capacities, characteristics and substantially similar performance indicated via the pump curves. This option is exempt from alignment and grouting requirements specified.
M II - PROJECT MANUAL
A. REPLACE section 233300 Air Duct Accessories, with the attached revised version. B. REPLACE section 230700 HVAC Insulation, with the attached revised version.
M III - DRAWINGS Replace Sheets with attached revised versions (changes clouded and denoted under Delta 1): M802
ELECTRICAL:
E I - ACCEPTABLE EQUIVALENTS None
E II - PROJECT MANUAL None
E III - DRAWINGS None
END OF ADDENDUM
Section 01 1200 – List of Work Scope
Scandia Elementary School – Bid Package 2 Page 1 of 2
Scandia, MN 01 1200 List of Work Scope Categories 11/21/2017
Addendum 3
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes: 1. Summary of Work Scope packages currently being bid. 2. Summary of Contracts previously awarded. 3. Outline of potential future packages.
1.02 WORK SCOPE BEING BID IN THIS PACKAGE
A. Kraus-Anderson Construction Company is soliciting competitive “Lump Sum Bids” for the portions of work as defined herein. 1. Work Scope categories have been constructed to follow CSI 2004 MasterFormat specification sections, however
individual Work Scope Categories may contain work described in more than one specification section. 2. Local custom and trade union jurisdictional settlements do not control the scope of work included in Work Scope
Categories. a. When a potential jurisdictional dispute or similar interruption of construction activities is identified, effected
contractors shall promptly negotiate a reasonable settlement to avoid or minimize interruption and delays. 3. Unless otherwise indicated, Work Scope Categories include a complete section of Work, including but not limited
to labor, materials, equipment, scaffolding, hoisting, applicable permits and taxes as required by the Contract Documents.
B. By submitting a Bid, bidder acknowledges they have review all Contract Documents, including previously issued documents and have anticipated, based on information provided impact of future Work as it affects their Work Scope.
C. Division 3 - Concrete 1. Work Scope 3-A: Concrete & Masonry Package
D. Division 5 - Metals 1. Work Scope 5-A: Structural Steel Framing Erection Package 2. Work Scope 5-B: Structural Steel Framing Package – Material Only
E. Division 6 – Wood, Plastics, and Composites 1. Work Scope 6-A: Demolition & Carpentry Package 2. Work Scope 6-B: Architectural Casework
F. Division 7 – Thermal and Moisture Protection 1. Work Scope 7-A: Roofing 2. Work Scope 7-B: Sealants 3. Work Scope 7-C: Metal Panels
G. Division 8 - Openings 1. Work Scope 8-A: Aluminum Doors, Windows & Glazing 2. Work Scope 8-B: FRP Flush Doors
H. Division 9 - Finishes 1. Work Scope 9-A: Drywall Package 2. Work Scope 9-B: Tile Package 3. Work Scope 9-C: Acoustical Ceilings 4. Work Scope 9-D: Resilient & Carpet Flooring 5. Work Scope 9-E: Painting 6. Work Scope 9-F: Fluid-Applied Flooring Package
I. Division 21 – 25 – Mechanical Package 1. Work Scope 21-A: Fire Suppression (Not Applicable) 2. Work Scope 23-A: Mechanical
J. Division 26 – 28 – Electrical Package 1. Work Scope 26-A: Electrical
Section 01 1200 – List of Work Scope
Scandia Elementary School – Bid Package 2 Page 2 of 2
Scandia, MN 01 1200 List of Work Scope Categories 11/21/2017
Addendum 3
K. Division 31 – Earthwork Package 1. Work Scope 31-A: Site Clearing and Earthwork
L. Division 32 – Exterior Improvements 1. Work Scope 32-A: Asphalt Paving Package 2. Work Scope 32-B: Landscape
M. Division 33 - Utilities 1. Work Scope 33-A: Site Utilities Package (Covered in WS 31-A Site Clearing and Earthwork)
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
-- End --
Work Scope 3-A – Concrete & Masonry
Scandia Elementary School – Bid Package 2 Page 1 of 4 Scandia, MN 01 1220-03-A -Work Scope for Concrete & Masonry 11/21/2017 Addendum 3
1.01 CONCRETE & MASONRY
A. Scope of Work: This Work Scope consists of the Work directly and indirectly required by the specification sections listed below, plus all project drawings, addenda, and other documents identified as part of the Agreement, regardless of design discipline, drawing sheet identification, or jurisdictional requirements. 1. Specific Specifications Sections that are the responsibility of the Work Scope:
00 0000 Division 0 – Procurement Requirements & Conditions of the Contract As it applies 01 0000 Division 1 - General Requirements As it applies 03 1000 Concrete Forming and Accessories Complete 03 2000 Concrete Reinforcing Complete 03 3000 Cast-In-Place Concrete Complete 03 5400 Cast Underlayment Complete
04 0511 Masonry Mortaring and Grout Complete 04 2000 Unit Masonry Complete 04 7300 Manufactured Stone Masonry Complete
07 2100 Thermal Insulation As it Applies 07 8400 Firestopping As it Applies 31 2219 Finish Grading As it Applies 32 1313 Cement Concrete Paving Complete
2. Items specified in other Sections, but installed by this Work Scope As it applies
Anchor bolts and other metal accessories embedded in concrete Installation Only 05 5000 Steel lintels and loose angles occurring within masonry Installation Only 08 1100 Hollow metal frames within masonry assemblies Installation Only
1.02 PROJECT SPECIFIC SCOPE CLARIFICATIONS
A. General Requirements for All Work Scope Categories: Refer to Section 01 1210 for additional requirements affecting this Work Scope.
B. Temporary Floor Slabs: Coordinate with Kraus Anderson and other trades on exact placement. 1. Remove Concrete Temp Sidewalk that was installed in BP#1 on East Side of Building where new foundation was
installed.
C. Subgrade Preparation: Provide Include hand excavation and fine grading associated with concrete work, including bottom of footings and slab-on-grade conditions in accordance with Section 31 2200 and 31 2219 including, but not limited to: 1. Fine grading and hand excavations of subgrade is responsibility of this Work Scope.
D. Concrete Formwork: Provide (engineer, furnish and install) concrete formwork in accordance with Section 03 1000 .
E. Concrete Reinforcing Steel: Provide (furnish and install) reinforcing steel in accordance with Section 03 2000 including, but not limited to: 1. Reinforcing, dowels, fasteners, etc. as required for complete installation.
F. Cast-in-place Concrete: Provide cast-in-place concrete work in accordance with Section 03 3000 including but not limited to: 1. Footings, foundations, poured beams, piers, and other structural members, not already constructed as noted on
the plans. 2. Grouting of all Column base plates. 3. Slab on grade patching in existing building as shown on the plans in Coordination with Architectural and
Mechanical Drawings. This includes prep and doweling as required. 4. Slab on grade 5. Concrete Sidewalk with Sandblasted Stars at Building Entrance. Reference L1 for Layout. 6. Concrete topping slabs, slab on grade, equipment pads, and metal pan stair infill. 7. Vapor barriers and waterstop material and systems specified. 8. Layout and forming of opening shown. 9. Placement and finishing operations to achieve specified results, including special screeds to achieve elevations,
flatness, and levelness requirements specified. 10. Pointing, patching, rubbing, grinding, and filling of concrete surfaces scheduled to receive final finish.
Work Scope 3-A – Concrete & Masonry
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11. Pointing, patching, rubbing, grinding, and color match filling of concrete surfaces as required to achieve exposed finishes as specified.
12. Non-slip additives, hardeners, and special coatings as indicated. 13. Structural and infill grouting as indicated. 14. Curing methods specified. 15. Set and Install Ornamental Railings as specified on 4/L2. Including dirt removal and Concrete work. 16. All void forms under concrete 17. Provide all removal of dirt and concrete for site signage bases. 18. Provide all removal of dirt and concrete for all site accessories. 19. Canopy Foundation- Form and Place all work including interior footing pads, Excavation and Backfill by
WS 31-A.
G. Cast Underlayment: Provide cast underlayment work in accordance with Section 03 5400 including but not limited to: 1. Where Indicated and required for complete self-leveling installation.
H. Unit Masonry: Provide unit masonry in accordance with Section 04 2000 including, but not limited to: 1. Brickwork indicated (both exterior and interior). 2. Concrete masonry work indicated. 3. Patch Masonry as required from demolition. 4. Provide reinforcing steel within unit masonry assemblies in accordance with requirements for Section 03 2000 and
04 2000 and as indicated. 5. Installation of loose angles and steel lintels occurring within masonry assemblies. 6. Installation and grouting of hollow metal frames occurring within masonry assemblies. 7. Trash enclosure masonry 8. Infills, grouting of and installation of joist/ beam pocket 9. Infill all existing openings, Including Openings indicated on Floor Plans and Reflected Ceiling Plans Notes RC1,
RC2, and RC3. 10. Demo Required Openings as indicated on Floor Plans and Reflected Ceiling Plans Notes RC1, RC2 and RC3. 11. Provide and Install all flashings within masonry as indicated Stainless steel flashings as shown on 8/A705 and
Prefinished flashings shown on 1/A706 but not limited to within work. 12. All copings and flashings at metal roof by workscsope 7C. 13. All copings and flashings at Built up roof by workscsope 7A. 14. Coping at Trash Enclosure Gates are responsible under workscope 7A. 15. Provide all temp shelters and heating for work per construction schedule.
I. Masonry Patching: As indicated. 1. Include all patching for masonry work. 2. Include all Tooth-out and Tooth-in of CMU and Veneer Brick where required due to demolition and new
construction.
J. Manufactured Stone Masonry: Provide and Install manufactured stone masonry in accordance with Section 04 7300 including, but not limited to: 1. Manufactured stone masonry and accessories 2. Preparation, Installation, cleaning and protection. 3. Full Size Mockup showing all field conditions with coordination of other trades.
K. Cement Concrete Paving: Provide Cement Concrete Paving work in accordance with Section 32 1212 including but not limited to: 1. Curb and Gutter 2. Sidewalk 3. Concrete Paving 4. Heavy Duty Concrete Paving
L. Grouting required by this Work Scope: This Work Scope shall include the following: 1. Work Scope 8-A: Grouting of hollow metal frames within masonry assemblies, where indicated or required.
M. Thermal Insulation: Thermal insulation occurring directly behind brick veneer and within masonry wall assemblies and at below grade foundation walls. Provide insulation where indicated, and as required, in accordance with requirements of Section 07 2100. 1. Rigid insulation sandwiched between gypsum products by Workscope 9A. 2. Rigid Insulation behind Masonry by Workscope 3A. 3. Rigid Insulation behind Metal Panels by Workscope 7C.
Work Scope 3-A – Concrete & Masonry
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N. Sheet Metal Flashing and Accessories: Sheet metal flashing, trim, and accessories occurring within and directly around masonry assemblies is the responsibility of this Work Scope. Provide sheet metal work where indicated, and as required, in accordance with requirements of Section 07 6200
O. Fire-Stopping Assemblies: Requirements for fire-stopping at head-of-walls and vertical conditions within masonry assemblies or between masonry and other assemblies, where fire-stopping is indicated or required, is responsibility of this Work Scope. Provide fire-stopping assemblies where indicated, and as required by Code in accordance with requirements of Section 07 8400. 1. Special Note: Project will select a single fire-stopping manufacturer for use throughout the Project. Coordinate
requirements with Kraus-Anderson Construction Company. 2. Firestop all Walls and perimeter within Masonry Assemblies as shown on Code Drawings. Including Existing
openings. All new openings will be covered by Mechanical and Electrical Trades.
P. Concrete Paving: Provide concrete paving in accordance with Section 32 1313 including, but not limited to: 1. Fine Grading, Formwork, Reinforcing steel, concrete, finishing, and curing as shown and specified.
Q. Winter Conditions: Provide all winter conditions work required (heat / shelter, fuel, equipment, etc.) as necessary for all concrete and masonry work as required per the construction schedule. 1. Provide temp shelters and heat for Masonry work per construction schedule. Heating will be required during this
workscope.
1.03 SPECIAL COORDINATION OR INSTALLATION REQUIREMENTS
A. Plangrid Subscription: With each bid include in your base bid the cost to use www.plangrid.com. Plangrid is a web based document system that KA houses all project documents (RFI’s, approved submittals, approved changes (PCOs), and updated plans). Plangrid offers three (3) different levels of subscriptions depending on the size of your project (number of plan sheets). Ipads are also required to foreman in the field to keep up to date on project documents. Reference Section 002100 – Instruction to Bidders within the Bid Documents.
B. Field Engineering: Kraus-Anderson will provide benchmarks and control line in accordance with requirements specified in Section 01 1210 - General Requirements for All Work Scopes. 1. This Work Scope is responsible for all remaining layout required for this Work Scope. 2. Detailed surveying and layout of footings, foundations, and slab work are the responsibility of this Work Scope.
C. Acceptance of Substrates and Existing Conditions: Starting work constitutes acceptances of existing conditions, preparatory work, and substrates that may affect the performance of this Work Scope.
D. Coordination with other Contractors: 1. This work scope will be required to coordinate with all other work scopes for coordination of their work.
E. Embeds within Cast-in-place Concrete: Include layout and installation of embeds within cast-in-place concrete, including but not limited to the following: 1. Responsibility to receive, unload, and transport to install, erect or setting location, and to ensure alignment,
connection to reinforcement where required, and protection during placement of concrete. a. Detailed layout and installation drawings of embeds will be provided by Work Scope which requires embed.
2. Anchor bolts 3. Embeds and channel inserts shall be furnished by Work Scope which requires the embed. 4. Provide stair nosings and inserts at pour-in-place concrete stairs. 5. Provide sleeves for hand rails and guard rails where railings are indicated on concrete substrate.
F. Coordination of Embeds set by Others: Include coordination for embeds set by other Work Scopes, including but not limited to the following: 1. Plumbing Work Scope will set drain assemblies and related sumps within concrete formwork where drains are
required to be poured within the concrete. 2. Mechanical Work Scope will install sleeves and embeds for their work. 3. Electrical Work Scope will install sleeves, embeds, conduit, and boxes required within the concrete for their work. 4. This Work Scope is responsible for layout and forming of blockouts indicated, and to ensure alignment,
connection to reinforcement where required, and protection during placement of concrete.
G. Protection of Embeds and Reinforcing: Properly protect reinforcing, anchor bolts, embeds, etc. protruding beyond the surface in accordance with OSHA standards. This includes trip hazards.
H. Spalling caused by Embeds: Anchors and embeds shall be "non-spalling" design. Spalling, which occurs, will require patching in accordance with direction from the Architect and Kraus-Anderson.
Scandia Elementary School – Bid Package 2 Page 4 of 4 Scandia, MN 01 1220-03-A -Work Scope for Concrete & Masonry 11/21/2017 Addendum 3
I. Exposed Surfaces: Refer to Specifications for specific requirements, but not less than: 1. Include pointing, patching, rubbing and grinding, removal of form ridges, coating of concrete surfaces to receive
final finish in accordance with contract documents. 2. Outside Corners: Include chamfered edges on outside corners, unless specifically detailed otherwise.
J. Dewatering: Minor dewatering during concrete forming, placement, and initial curing operations of this Work Scope to keep excavation area free of water. Coordinate requirements and procedures with Earthwork Work Scope.
K. Concrete Pumping: Included by this Work Scope, if concrete contractor elects to use a central concrete placement system, location shall be coordinated and approved by Kraus-Anderson.
L. Concrete Wash-Down: Excess and wash up concrete distributed within construction limits will be removed and disposed of on a DAILY basis. In addition to the concrete pour clean up, non-usable material will be cleaned up daily and disposed of in accordance with the SWPPP plan.
M. Field Mock-up: Refer to Section 04 2000 for Field Mock-up requirements. 1. If not otherwise indicated, provide a 6’ by 8’ mock up panel with brick veneer should be included. 2. Coordinate requirements with Kraus-Anderson.
N. Brick Cleaning Procedures: Brickwork will be installed after windows, curtain wall, and metal panels. Cleaning solution shall comply with requirements specified, and be compatible so as not to damage other materials that it might come in contact with, including but not limited to: 1. Adjacent finishes on window, curtain walls, metal panels and trim and glass surfaces. 2. Weather resistant membranes and barriers. 3. Cavity wall insulation and tapes. 4. Sealant and backer rod materials. 5. Roofing and waterproofing systems. 6. Landscaping, including plant and turf materials.
O. Traffic Control: Provide traffic control spotters/flag personal and have them present at all times during concrete deliveries and pours.
P. Site Cleaning: Debris tracked or carried of site into traffic lanes must be cleaned up immediately. If tracking continues, this Work Scope shall provide continuously cleaning operations during activities of this Work Scope.
Q. Construction Cleaning: Perform daily construction cleaning operations for debris generated by this Work Scope. 1. Refer to Contract and Section 01 5010 for additional requirements. 2. Do not use General Use Dumpsters for concrete materials. 3. Concrete material dumpsters shall be provided by this Work Scope.
1.04 MATERIAL HANDLING AND STORAGE
A. Delivery and Receiving of Materials: Refer to Section 01 1210 for additional requirements.
B. Hoisting: Refer to Section 01 1210 and 01 5010 for additional requirements regarding hoisting.
C. Scaffolding: Work Scope is responsibility for your own working platforms, scaffolding, and equipment necessary to access Work. Coordinate scope and timing of scaffold with Kraus-Anderson.
Work Scope 6-A – Demolition & Carpentry
Scandia Elementary School – Bid Package 2 Page 1 of 5 Scandia, MN 01 1220-06-A -Work Scope for Demolition & Carpentry 11/21/2017 Addendum 3
1.01 DEMOLITION & CARPENTRY
A. Scope of Work: This Work Scope consists of the Work directly and indirectly required by the specification sections listed below, plus all project drawings, addenda, and other documents identified as part of the Agreement, regardless of design discipline, drawing sheet identification, or jurisdictional requirements. 1. Specific Specifications Sections that are the responsibility of the Work Scope:
00 0000 Division 0 – Procurement Requirements & Conditions of the Contract As it applies 01 0000 Division 1 - General Requirements As it applies 02 4113 Selective Demolition Complete 06 1000 Rough Carpentry Complete 06 8316 Fiberglass Reinforced Paneling Complete 07 2100 Thermal Insulation As it applies 07 8400 Firestopping As it applies 07 9513 Expansion Joint Cover Assemblies Complete 08 1113 Hollow Metal Doors and Frames Complete 08 1416 Flush Wood Doors Complete 08 3100 Access Doors and Frames Complete 08 3613 Sectional Doors Complete 08 7100 Door Hardware As it applies 08 9100 Louvers Complete 10 1101 Visual Display Boards Complete 10 1200 Display Cases Complete 10 1400 Signage Complete 10 2113.19 Plastic Toilet Compartments Complete 10 2123 Cubicle Curtains and Track Complete 10 2601 Wall and Corner Guards Complete 10 2800 Toilet, Bath, and Laundry Accessories Complete 10 5713 Hat and Coat Ranks Complete
1.02 PROJECT SPECIFIC SCOPE CLARIFICATIONS
A. General Requirements for All Work Scope Categories: Refer to Section 01 1210 for additional requirements affecting this Work Scope.
B. Temporary Enclosures and Barricades: This Work Scope is responsible to provide, install, and remove upon completion all temporary floor protection and wall barriers (including doors) as shown on plans. Coordinate with Kraus-Anderson to determine exact final layout, scope and configuration. 1. Window Protection as shown on Temporary Plan (TEMP 1) 2. Include 7,000 sqft of masonite to protect existing finishes where required for floor protection, wall protection and
door protection. Where masonite is used on floor provide poly underneath and tape all masonite seams. Provide maintenance of such protection as required.
3. Take necessary measures to prevent dust from traveling to undisturbed areas of the building, Including Poly Tape Poly walls at Doorways and Hallways to prevent duct travel other areas of building to remain.
4. Include Framing and Plywood Protection for Wall Murals in Corridor 156 5. Provide and maintain temp partitions and enclosures as required for weather protection and security during
construction.
C. Selective Demolition: Provide selective demolition in accordance with Section 02 4113 including but not limited to: 1. Roofing related demolition for reroofing / patches and parapet work is by work scope 7A. 2. All interior demolition as indicate on Drawings. 3. Include shoring, scaffolding, etc. as required until permanent structure is installed for any demolition requiring
temporary shoring to complete demo work. 4. Include dumpsters for demolition debris generated by demolition section. (Dumpsters for carpentry and other work
will be by CM) 5. All slabs saw cutting and removal as shown for mechanical work. Include work shown on Architectural and
Mechanical. Final layout and exact sizing to be coordinated with Mechanical work scope 23A and Kraus-Anderson. .
Work Scope 6-A – Demolition & Carpentry
Scandia Elementary School – Bid Package 2 Page 2 of 5 Scandia, MN 01 1220-06-A -Work Scope for Demolition & Carpentry 11/21/2017 Addendum 3
6. Window Demolition is by this work scope. Coordinate schedule of removal with Work Scope 8B. Only remove windows that will be new windows installed that day, or provide temporary barricades at removed windows and maintain.
7. Include all demolition as shown on the plans (mainly reflected ceiling plans) for new mechanical openings.. Coordinate exact layout and final sizing as with Work Scope 23A.
8. Include demolition for required beam pockets and joist pockets. 9. Demo Keynotes 21A (LCM) Lead contained material and 21B (ACM) Asbestos contained material to be removed
by Owner’s Contractor. Not included in this workscope. 10. This work scope is responsible for removing and reinstalling coat hooks and turnover to owner (to be coordinated
with School District). This work will be coordinated room by room basis. 11. All classroom electronics smartboards, projectors, screens, ceiling mounted TVs and equipment will be removed
by the owner. 12. Remove and Reinstalled relocated benches at front entrance areas. 13. DEMO all Items associated with Existing Vestibule as indicated but not limited to: A003, and A403. WS
31A will remove sidewalk and site items.
D. Rough Carpentry: Provide (furnish and install) carpentry and related work items in accordance with Section 06 1000 including, but not limited to: 1. Wood backing/blocking material exposed and concealed within walls and ceilings where indicated and as required
for all items supplied by this work scope and others. 2. Dimension lumber and wood sheathing indicated on the documents. 3. Provide (furnish and install) plywood surfaces in electrical and communication rooms. 4. Roof Blocking: Includes wood blocking and related sheathing associated with roofing systems. Coordinate scope
installation scheduling with Roofing Work Scope. a. Include all Blocking at Deck for Pre-Engineered Truss as noted on Architectural and Structural and
Coordinate with trades. This work will be sequenced with trades. b. Provide and remove all wood plywood between sleepers blocking underneath temp roofing at Pre-
engineered truss locations. 5. Provide (furnish and Install) plywood backing at sills. 6. Provide Wood Blocking at Trash Enclosure Top of Wall. 7. Fiberglass Batt Insulation behind wood blocking at Parapets. Top of wall transitions and etc.
E. Fiberglass Reinforced Paneling: Provide Fiberglass Reinforced Paneling in accordance with Section 06 8316 including, but not limited to: 1. All Fiberglass Reinforced Paneling that are indicated in Specifications and on Construction documents.
F. Visual Display Boards : Provide and Install Visual Display Boards in accordance with Section 10 1101 including, but not limited to:
G. All Visual Display Boards that are indicated in Specifications and on Construction documents.
H. Display Cases : Provide and Install Display Cases in accordance with Section 10 1200 including, but not limited to: 1. All Display Cases that are indicated in Specifications and on Construction documents.
I. Thermal Insulation: Provide Insulation in accordance with Section 07 2100 including, but not limited to: 1. All insulation that is integral to the blocking details including roofing. (insulation within metal studs are by work
scope 9A)
J. Expansion Joint Cover Assemblies: Provide and install all expansion joint cover assemblies within or related to metal stud and gypsum wall board assemblies in accordance with Section 07 5913, including, but not limited to: 1. Floor to Floor 2. Floor to Wall 3. Wall or Ceiling 4. Exterior Wall Joints
K. Doors and Frames: Provide and Install steel doors and frames in accordance with Section 08 1113, including, but not limited to: 1. Fabrication, hardware preparation and reinforcements and delivery to Site. 2. Materials and accessories for including, but not limited to: 3. Hollow metal doors 4. Hollow metal frames, borrowed lights and sidelight frames 5. Transom panels
Work Scope 6-A – Demolition & Carpentry
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6. Door louvers, vision lites, and related trim. 7. Miscellaneous anchors and accessories required for a complete installation. 8. Installation as required of doors and frames for complete installation.
L. Flush Wood Doors: Provide and Install wood doors in accordance with Section 08 1416, including, but not limited to: 1. Fabrication, hardware preparation and reinforcements and delivery to Site. 2. Materials and accessories for including, but not limited to: 3. Flush wood doors - prefinished 4. Door louvers, vision lites, and related trim. 5. Miscellaneous anchors and accessories required for a complete installation. 6. Installation as required of wood doors for complete installation.
M. Access Doors and Panels: Provide Access Doors and Panels in accordance with Section 08 3100 including, but not limited to: 1. All Access Doors and Panels as required with coordination with trades and stated within the project documents.
N. Sectional Doors: Provide and install all Access Doors and Panels as shown and specified in Section 08 3613, including but not limited to: 1. Preparation, reinforcement, and installation 2. Coordination with Trades
O. Door Hardware: Provide and Install door hardware in accordance with Section 08 7100, including, but not limited to: 1. Supply and Install all hardware associated with HM, FRP and Wood doors and frames. Include all hardware and
modifications for existing as required. 2. Complete submittals, including 3. Wiring diagrams for each opening requiring electrified hardware. 4. Coordinate power suppliers with Electrical. 5. Keying schedule coordinated with Owner. 6. Fabrication and delivery to Site. 7. Materials and accessories for including, but not limited to: 8. Door hardware as per Section 08 7100 for Aluminum will be by work scope 8A – both supply and install 9. Maintenance materials and tools as per specifications. 10. Key cabinet as specified. 11. Miscellaneous anchors and accessories required for a complete installation. 12. Include supply and installation of Hardware on existing doors (including some aluminum). This will require field
modification if necessary to complete final operation required. 13. Installation as required of all Hardware for complete operating system.
P. Provide and Install all louvers and louvered equipment enclosures.
Q. Louvers: Provide and Install Louvers Complete in accordance with Section 08 9100, including, but not limited to: 1. All items required for a complete installation
R. Glass Fiber Reinforced Plastic Panels: Provide complete glass fiber reinforced plastic panels in accordance with Section 09 7733, including, but not limited to: 1. All items required for a complete installation
S. Visual Display Boards: Provide and install all Visual Display Boards as shown and specified in Section 10 1101, including but not limited to: 1. Visual Display Boards as shown. 2. Accessories including caps, trim, hardware, bracing, anchors, fasteners, mounting brackets, etc.
T. Toilet Accessories: Provide all Toilet Accessories as shown and specified in Section 10 2800, including but not limited to: 1. Public-use washroom accessories 2. Childcare accessories 3. Custodial accessories 4. Toilet Accessories 5. Mounting hardware and fasteners
U. Cubicles Curtains and Track: Provide and install all Cubicle Curtains and Track as shown and specified in Section 10 2123, including but not limited to: 1. Cubicle Curtains as shown 2. Accessories including caps, trim, hardware, bracing, anchors, fasteners, mounting brackets, etc.
V. Signage: Provide and install all Signage as shown and specified in Section 10 1400, including but not limited to:
Work Scope 6-A – Demolition & Carpentry
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1. Signage Interior and Exterior as indicated.
W. Accessories including caps, trim, hardware, bracing, anchors, fasteners, mounting brackets, etc.
X. Wall and Corner Guards: Provide and install all Signage as shown and specified in Section 10 2601, including but not limited to: 1. Corner Guards as shown and indicated within Specification.
Y. Accessories including caps, trim, hardware, bracing, anchors, fasteners, mounting brackets, etc
Z. Plastic Toilet Partitions: Provide and install all Plastic Toilet Partitions as shown and specified in Section 10 2113.19, including but not limited to: 1. Toilet Compartments & Urinal Screens 2. Accessories including caps, trim, hardware, bracing, anchors, fasteners, mounting brackets, etc.
AA. Hat and Coat Racks : Provide all Hat and Coat Racks as shown and specified in Section 10 5713, including but not limited to: 1. Accessories 2. Installation
BB. Construction Cleaning: Clean up related to this Work Scope will be on a daily basis. 1. Dumpsters for selective demolition debris are to be furnished by this work scope. Dumpsters for other sections
under this work scope will be supplied by Kraus-Anderson in accordance with the terms and conditions of the Contract.
2. Area to be broom cleaned upon completion.
CC. Dust Partitions: Necessary dust partitions at the existing building shall be installed and removed by this bidder.
DD. In-wall Blocking and Support Drawings: This Work Scope is responsible to coordinate with Kraus-Anderson, Owner and other trade contractors to identify concealed in-wall blocking requirements, and prepare installation drawings to identify extent, type, and location for in-wall blocking and supports.
EE. Complete Assembly: Provide fasteners, sealant, trim, and miscellaneous components for a complete installation. 1. This Work Scope recognizes the contract documents do not reflect every detail necessary to provide a complete
working system, and therefore has included additional materials and related labor to provide a complete assembly as per the intent of the documents.
1.03 SPECIAL COORDINATION OR INSTALLATION REQUIREMENTS
A. Plangrid Subscription: With each bid include in your base bid the cost to use www.plangrid.com. Plangrid is a web based document system that KA houses all project documents (RFI’s, approved submittals, approved changes (PCOs), and updated plans). Plangrid offers three (3) different levels of subscriptions depending on the size of your project (number of plan sheets). Ipads are also required to foreman in the field to keep up to date on project documents. Reference Section 002100 – Instruction to Bidders within the Bid Documents.
B. Field Engineering: Kraus-Anderson will provide benchmarks and control line in accordance with requirements specified in Section 01 1210 - General Requirements for All Work Scopes. 1. This Work Scope is responsible for remaining layout for their Work.
C. Acceptance of Substrates and Existing Conditions: Starting work constitutes acceptances of existing conditions, preparatory work, and substrates that may affect the performance of this Work Scope.
D. Special Coordination at Exterior Envelope (Vapor Barriers / Thermal Enclosure): Construction exterior enclosure to ensure continuous thermal insulation and vapor barrier as indicated or required.
1.04 ALLOWANCES
A. Allowance: Include 200 man hours for Labor (including small tools and markups) to be assigned by Kraus-Anderson for unforeseen conditions or non-defined Work Scope items.
1.05 MATERIAL HANDLING AND STORAGE
A. Delivery and Receiving of Materials: Refer to Section 01 1210 for additional requirements.
B. Scaffolding: Work Scope is responsibility for your own working platforms, scaffolding, and equipment necessary to access Work. Coordinate scope and timing of scaffold with Kraus-Anderson Construction Company.
1.06 ALTERNATES
A. Refer to Bid Form 00 4100 and Section 01 2300 for complete listing and description of Alternates. Alternate#1-
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a. In Addition to Alternate #1- This Work Scope is responsible for the Temp. Frames, Doors and Hardware required. Work Scope 9A is responsible for Framing, Insulation and Drywall(seams do not need to be mud and taped) Walls for the Temporary Classrooms within the existing Media Center, Rooms will need to be ready for move in by Thursday March 1nd, 2018. Removal of all temp partitions is responsible by this work scope.
b. In Addition to Alternate #1 – Provide and Install Temp Frame, Doors and Hardware for Detail 3/T001, Work Scope 9A is responsible for Framing and Insulation of Wall. Removal of all temp partitions is responsible by this work scope.
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Work Scope 31-A – Site Clearing and Earthwork Package
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Addendum 3
1.01 SITE CLEARING AND EARTHWORK PACKAGE
A. Scope of Work: This Work Scope consists of the Work directly and indirectly required by the specification sections listed below, plus all project drawings, addenda, and other documents identified as part of the Agreement, regardless of design discipline, drawing sheet identification, or jurisdictional requirements. 1. Specific Specifications Sections that are the responsibility of the Work Scope:
00 0000 Division 0 – Procurement Requirements & Conditions of the Contract As it applies 01 0000 Division 1 - General Requirements As it applies 01 5713 Temp Erosion and Sediment Control Complete 02 4100 Demolition Complete 31 1100 Site Clearing Complete 31 2200 Earthwork Complete 31 2219 Finish Grading Complete 33 0600 Utilities Materials Complete 33 4100 Storm Drainage Complete
1.02 PROJECT SPECIFIC SCOPE CLARIFICATIONS
A. General Requirements for All Work Scope Categories: Refer to Section 01 1210 for additional requirements affecting this Work Scope.
B. Building and Site Demolition: Provide miscellaneous site and building demolition indicated on the Drawings to be removed within the construction limits in accordance with Section 02 4100 including, but not limited to: 1. Site clearing.
C. Site Clearing: Provide general site clearing and preparation work in accordance with Section 31 1100 and as indicated on the Drawings and including, but not limited to: 1. General site clearing. 2. Demolition and disposal of existing items indicated to be removed. 3. Concrete and asphalt paving indicated to be removal. 4. Curbs, gutters, sidewalks indicated to be removed. 5. Tree removal, including root ball indicated to be removed. Relocation 6. Relocate (2) Large Existing Rocks to Parking Lot Island. Coordinate Location with KA. 7. Removal of Asphalt
D. Earthwork: Provide earthwork as indicated in accordance with Section 31 2200 including, but not limited to: 1. Mass excavation. 2. Removal and disposal of abandoned utilities occurring within the excavation, and as indicated. 3. Excavation and backfill
a. Building backfill and compaction (Removal any excess spoils from jobsite. 4. Dewatering as defined herein, and as may become necessary during the construction operations 5. Erosion and sedimentation control as defined herein. 6. Provide and install all Aggregate Subbase beneath Concrete and Asphalt as indicated on Civil details and
specification. 7. Include recommendations from Braun Geotechnical Report. Including but not limited to Sand Cushion layer
beneath Slab on Grade.
E. Utilities Materials: Provide Utilities Material work in accordance with Section 33 0600 and as indicated on the Drawings and including, but not limited to: 1. Refer to Section 33 0600 for additional requirements. 2. Include all Asphalt removal for Utility work as required.
F. Storm Drainage: Provide Utilities Material work in accordance with Section 33 4100 and as indicated on the Drawings and including, but not limited to: 1. Refer to Section 33 4100 for additional requirements.
G. Dewatering Requirements: Provide all necessary labor and equipment to perform the work of this Work Scope including daily pumping to keep excavated areas dry. 1. Special coordination with concrete trade contractor during footing and foundation work is required. 2. Coordinate extent and duration of dewatering activities with Kraus-Anderson Construction Company.
Work Scope 31-A – Site Clearing and Earthwork Package
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Addendum 3
H. Construction Grading: Provide and maintain suitable OSHA grades around site and localized excavated areas to accommodate construction activities and equipment access. 1. Coordinate requirements with Kraus-Anderson Construction Company.
I. Storm Water Pollution Prevention Plan (SWPPP): Provide labor and materials to install, maintain, monitor, and remove upon completion all elements and process required to administer the storm water compliance requirements for this Project as outlined within the documents and required by the State. 1. Construction entrances and exit areas 2. Perimeter control around construction site 3. Erosion control procedures 4. Sediment control procedures 5. Dewatering and drain basin procedures 6. Apply, pay, and maintain required NDPS / MPCA permits
J. Traffic Control: Provide traffic control spotters/flag personal and have them present at all times during Trucking operations. 1. Provide traffic and street barrier as required.
K. Construction Cleaning: Perform daily construction cleaning operations for debris generated by this Work Scope. 1. Refer to Section 01 5010 for additional requirements. 2. Debris tracked or carried of site into traffic lanes must be cleaned up immediately. If tracking continues, this Work
Scope shall provide continuously cleaning operations during activities of this Work Scope. 3. Hard surface areas shall be broom cleaned upon completion.
L. Restoration of adjacent turf areas damaged by Construction: This Work Scope is responsible to restore disturbed turf areas with sod (seeding is not acceptable) in accordance with requirements of Section 32 9200 - Landscaping.
1.03 SPECIAL COORDINATION OR INSTALLATION REQUIREMENTS
A. Plangrid Subscription: With each bid include in your base bid the cost to use www.plangrid.com. Plangrid is a web based document system that KA houses all project documents (RFI’s, approved submittals, approved changes (PCOs), and updated plans). Plangrid offers three (3) different levels of subscriptions depending on the size of your project (number of plan sheets). Ipads are also required to foreman in the field to keep up to date on project documents. Reference Section 002100 – Instruction to Bidders within the Bid Documents.
B. Soil Borings: Reports are available at Kraus-Anderson Construction Company for review upon request.
C. Field Engineering: Kraus-Anderson will provide benchmarks and control line in accordance with requirements specified in Section 01 1210 - General Requirements for All Work Scopes. 1. This Work Scope is responsible for all remaining layout required for this Work Scope. 2. Layout and engineering for shoring and temporary supports shall be included. 3. Layout and saw cutting, wall removals, shoring, installation of necessary support steel headers shall be included.
D. Acceptance of Substrates and Existing Conditions: Starting work constitutes acceptances of existing conditions, preparatory work, and substrates that may affect the performance of this Work Scope. 1. This Work Scope is responsible to coordinate and provide services of firm specialized in locating and
documenting underground services and utilities similar to Gopher One.
E. Multiple Mobilizations and Minimum Work Force: To comply with the Project Schedule and phasing requirements, multiple mobilizations will be required. Refer to Project Schedule for additional requirements. 1. Coordinate requirements with Kraus-Anderson Construction Company.
F. Coordination with Others: Include coordination with other trades, including but not limited to the following: 1. Shoring and underpinning. 2. Special foundation systems
1.04 MATERIAL HANDLING AND STORAGE
A. Delivery and Receiving of Materials: Refer to Section 01 1210 General Requirements for Work Scopes for additional requirements.
1.05 ALTERNATES
A. Refer to Bid Form 00 4100 and Section 01 2300 for complete listing and description of Alternates.
Scandia Elementary School – Bid Package 2 Page 1 of 2
Scandia, MN 01 1220-32-A -Work Scope for Asphalt Paving 11/21/2017
Addendum 3
1.01 ASPHALT PAVING PACKAGE
A. Scope of Work: This Work Scope consists of the Work directly and indirectly required by the specification sections listed below, plus all project drawings, addenda, and other documents identified as part of the Agreement, regardless of design discipline, drawing sheet identification, or jurisdictional requirements.
1. Specific Specifications Sections that are the responsibility of the Work Scope: 00 0000 Division 0 – Procurement Requirements & Conditions of the Contract As it applies 01 0000 Division 1 - General Requirements As it applies 32 1216 Asphalt Paving Complete 32 1723 Pavement Markings Complete
1.02 PROJECT SPECIFIC SCOPE CLARIFICATIONS
A. General Requirements for All Work Scope Categories: Refer to Section 01 1210 for additional requirements affecting this Work Scope.
B. Asphalt Paving: Provide general site preparation work in accordance with Section 32 1216 and as indicated on the Drawings.
1. Asphalt paving as specified 2. Aggregate Base Coarse as detailed on C8-2 Provided by WS-31A. 3. Surface Preparation as specified within 32 1216 4. Proof rolling of surface for acceptance of materials 5. Painting, signage and Striping of bituminous pavement. 6. Include all asphalt patching from utility work.
C. Pavement Markings: Provide Pavement Markings in accordance with Section 32 1723 and as indicated on the Drawings.
1. Provide pavement markings and striping as specified.
D. Storm Water Pollution Prevention Plan (SWPPP): Provided under Work Scope 31-A.
1.03 SPECIAL COORDINATION OR INSTALLATION REQUIREMENTS
A. Plangrid Subscription: With each bid include in your base bid the cost to use www.plangrid.com. Plangrid is a web based document system that KA houses all project documents (RFI’s, approved submittals, approved changes (PCOs), and updated plans). Plangrid offers three (3) different levels of subscriptions depending on the size of your project (number of plan sheets). Ipads are also required to foreman in the field to keep up to date on project documents. Reference Section 002100 – Instruction to Bidders within the Bid Documents.
B. Soil Borings: Reports are available at Kraus-Anderson Construction Company for review upon request.
C. Field Engineering: Kraus-Anderson will provide benchmarks and control line in accordance with requirements specified in Section 01 1210 - General Requirements for All Work Scopes.
1. This Work Scope is responsible for all remaining layout required for this Work Scope.
D. Acceptance of Substrates and Existing Conditions: Starting work constitutes acceptances of existing conditions, preparatory work, and substrates that may affect the performance of this Work Scope.
1. This Work Scope is responsible to coordinate and provide services of firm specialized in locating and documenting underground services and utilities similar to Gopher One.
E. Coordination with Others: Include coordination with other trades, including but not limited to the following: 1. Earthwork. 2. Site Utilities
F. Traffic Control: Provide traffic control spotters/flag personal and have them present during your work activities. 1. Provide traffic and street barrier as required.
G. Construction Cleaning: Perform daily construction cleaning operations for debris generated by this Work Scope. 1. Refer to Section 01 5010 for additional requirements. 2. Debris tracked or carried off site into traffic lanes must be cleaned up immediately.
1.04 MATERIAL HANDLING AND STORAGE
A. Delivery and Receiving of Materials: Refer to Section 01 1210 General Requirements for Work Scopes for additional requirements.
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Scandia, MN 01 1220-32-A -Work Scope for Asphalt Paving 11/21/2017
Addendum 3
1.05 UNIT PRICES, EQUIPMENT RENTAL, AND LABOR RATES
A. Provide the following unit prices, equipment rental, and labor rates specific to this Work Scope Category:
1.06 ALTERNATES
A. Refer to Bid Form 00 4100 and Section 01 2300 for complete listing and description of Alternates.
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Work Scope 32-B –Landscape Package
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Addendum 3
1.01 LANDSCAPE PACKAGE
A. Scope of Work: This Work Scope consists of the Work directly and indirectly required by the specification sections listed below, plus all project drawings, addenda, and other documents identified as part of the Agreement, regardless of design discipline, drawing sheet identification, or jurisdictional requirements. 1. Specific Specifications Sections that are the responsibility of the Work Scope:
00 0000 Division 0 – Procurement Requirements & Conditions of the Contract As it applies 01 0000 Division 1 - General Requirements As it applies 01 5713 Erosion and Sedimentation Controls As it Applies to Landscaping 31 2200 Earthwork As it Applies to Landscaping 31 2219 Finish Grading As it Applies to Landscaping
A. General Requirements for All Work Scope Categories: Refer to Section 01 1210 for additional requirements affecting this Work Scope. 1. Tree removal and relocation is by others; Work scope WS-31A Site Clearing and Earthwork.
B. Earthwork: Provide earthwork as indicated in accordance with Section 31 2219 including, but not limited to: 1. Final site grading of top soil for plantings
C. Seeding: Provide Seeding in accordance with Section 32 9219 including, but not limited to: 1. Provide labor, material, and equipment necessary to complete the Turf Grasses per plans and specifications. 2. Maintain the lawns as specified for project completion, unless otherwise specified. 3. The sod shall be mowed a minimum of one time per week, or more frequently as conditions warrant, maintain a
maximum turf height of 3 inches. 4. Clippings shall be removed from the planting beds, gutters, and streets during the maintenance period. 5. Watering of New Seeding is required until Acceptance by Owner. Provide detailed plan to KA at time of Seeding. 6. Reference Landscape Drawings for additional requirements. 7. Minor Excavations for Landscaping 8. Install All Mulch at landscape areas including Biofiltration Garden and Ponds.
D. Concrete Segmental Retaining Wall System: : Provide Retaining wall system as indicated in accordance with Section 32 3223 including, but not limited to: 1. Foundation preparation 2. Furnish and install Leveling pad, reinforced fill and low permeability soil as required 3. Installation, Geosynthetic reinforcing, subdrainage system complete system.
1.03 SPECIAL COORDINATION OR INSTALLATION REQUIREMENTS
A. Plangrid Subscription: With each bid include in your base bid the cost to use www.plangrid.com. Plangrid is a web based document system that KA houses all project documents (RFI’s, approved submittals, approved changes (PCOs), and updated plans). Plangrid offers three (3) different levels of subscriptions depending on the size of your project (number of plan sheets). Ipads are also required to foreman in the field to keep up to date on project documents. Reference Section 002100 – Instruction to Bidders within the Bid Documents.
B. Field Engineering: Kraus-Anderson will provide benchmarks and control line in accordance with requirements specified in Section 01 1210 - General Requirements for All Work Scopes. 1. This Work Scope is responsible for all remaining layout required for this Work Scope.
C. Acceptance of Substrates and Existing Conditions: Starting work constitutes acceptances of existing conditions, preparatory work, and substrates that may affect the performance of this Work Scope. 1. This Work Scope is responsible to coordinate and provide services of firm specialized in locating and
documenting underground services and utilities similar to Gopher One.
D. Traffic Control: Provide traffic control spotters/flag personal and have them present at all times during concrete deliveries and pours.
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Addendum 3
1. Provide traffic and street barrier as required.
E. Construction Cleaning: Perform daily construction cleaning operations for debris generated by this Work Scope. 1. Refer to Section 01 5010 for additional requirements. 2. Debris tracked or carried off site into traffic lanes must be cleaned up immediately. If tracking continues, this Work
Scope shall provide continuously cleaning operations during activities of this Work Scope.
1.04 MATERIAL HANDLING AND STORAGE
A. Delivery and Receiving of Materials: Refer to Section 01 1210 General Requirements for Work Scopes for additional requirements.
1.05 UNIT PRICES, EQUIPMENT RENTAL, AND LABOR RATES
A. Provide the following unit prices, equipment rental, and labor rates specific to this Work Scope Category:
1.06 ALTERNATES
A. Refer to Bid Form 00 4100 and Section 01 2300 for complete listing and description of Alternates.
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BID PACKAGE 2 ADDENDUM NO. 3SCANDIA ELEMENTARY SCHOOL CAST-IN-PLACE CONCRETEFOREST LAKE AREA SCHOOLS PROJECT #15287 03 3000 - 1
SECTION 03 3000CAST-IN-PLACE CONCRETE
PART 1 GENERAL1.01 SECTION INCLUDES
A. Floors and slabs on grade.B. Concrete foundation walls and footings.C. Joint devices associated with concrete work.D. Miscellaneous concrete elements, including equipment pads.E. Concrete curing.F. Grouting under baseplates.
1.02 RELATED REQUIREMENTSA. Section 03 1000 - Concrete Forming and Accessories: Forms and accessories for formwork.B. Section 03 2000 - Concrete Reinforcing.C. Divisions 21-25: Mechanical items for casting into concrete.D. Divisions 26-28: Electrical items for casting into concrete.
1.03 REFERENCE STANDARDSA. ACI 301 - Specifications for Structural Concrete.B. ACI 302.1R - Guide for Concrete Floor and Slab Construction.C. ACI 305R - Hot Weather Concreting.D. ACI 306R - Cold Weather Concreting.E. ACI 318 - Building Code Requirements for Structural Concrete and Commentary.F. ASTM C33/C33M - Standard Specification for Concrete Aggregates.G. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.H. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete.I. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete.J. ASTM C150/C150M - Standard Specification for Portland Cement.K. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete.L. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete.M. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete.N. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete.O. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in
Concrete.P. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous
Mixing.Q. ASTM C881/C881M - Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete.R. ASTM C1059/C1059M - Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete.S. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink).T. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or
Granular Fill under Concrete Slabs.1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Submit proposed mix design of each class of concrete to Architect/Engineer for review prior to
commencement of Work.
ADDENDUM NO. 3 BID PACKAGE 2CAST-IN-PLACE CONCRETE SCANDIA ELEMENTARY SCHOOL03 3000 - 2 PROJECT #15287 FOREST LAKE AREA SCHOOLS
C. Manufacturer's Installation Instructions: For concrete accessories, indicate installation procedures andinterface required with adjacent construction.
D. Project Record Documents: Accurately record actual locations of embedded utilities and components thatwill be concealed from view upon completion of concrete work.
E. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name andregistered with manufacturer.
1.05 QUALITY ASSURANCEA. Perform work of this section in accordance with ACI 301 and ACI 318.B. Follow recommendations of ACI 305R when concreting during hot weather.C. Follow recommendations of ACI 306R when concreting during cold weather.D. For slabs required to include moisture vapor reduction admixture (MVRA), do not proceed with placement
unless manufacturer's representative is present for every day of placement.1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Slabs with Moisture Vapor Reducing Admixture (MVRA): Provide warranty to cover the cost of flooring
failures due to moisture migration from slabs for life of the concrete.1. Include cost of repair or removal of failed flooring, placement of topical moisture remediation system,
and replacement of flooring with comparable flooring system.2. Provide warranty by manufacturer of MVRA matching terms of flooring adhesive or primer
manufacturer's material defect warranty.PART 2 PRODUCTS2.01 FORMWORK
A. Comply with requirements of Section 03 1000.2.02 REINFORCEMENT
A. Comply with requirements of Section 03 2000.2.03 CONCRETE MATERIALS
A. Cement: ASTM C150, Type I - Normal Portland type or Type III - High Early Strength Portland type; onlyone brand manufacturer of cement shall be used for exposed concrete. Type III will be used only afterwritten approval by Architect/Engineer.
B. Fine and Coarse Aggregates: ASTM C 33. Aggregate for exposed concrete shall be obtained from onesource and be uniform in appearance.
C. Fly Ash: ASTM C618, Class C or F. Acceptable for use in below grade concrete and concrete not exposedto view.
D. Water: Clean and not detrimental to concrete.2.04 ADMIXTURES
A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.B. Air Entrainment Admixture: ASTM C260/C260M.
1. Manufacturers:a. BASF Construction Chemicals, LLC; MB-VR: www.basf-admixtures.com.b. Substitutions: See Section 01 6000 - Product Requirements.
C. Water Reducing Admixture: ASTM C494/C494M Type A.1. Manufacturers:
a. BASF Construction Chemicals, LLC; Pozzolith: www.basf-admixtures.com.b. Substitutions: See Section 01 6000 - Product Requirements.
D. Moisture Vapor Reduction Admixture (MVRA): Liquid, inorganic admixture free of volatile organiccompounds (VOCs) and formulated to close capillary systems formed during curing to reduce moisturevapor emission and transmission, with no adverse effect on concrete properties.1. Provide admixture in concrete for all new slabs. Not required for concrete patches in existing slabs.
2. Manufacturers:
BID PACKAGE 2 ADDENDUM NO. 3SCANDIA ELEMENTARY SCHOOL CAST-IN-PLACE CONCRETEFOREST LAKE AREA SCHOOLS PROJECT #15287 03 3000 - 3
a. Barrier One, Inc; Barrier One Moisture Vapor Reduction Admixture: www.barrierone.com/#sle.b. Substitutions: See Section 01 6000 - Product Requirements.
1. Acceptable Products:a. BASF Construction Chemicals, LLC; SD2 Repair Mortar: www.buildigsystems.basf.com.b. Substitutions: See Section 01 6000 - Product Requirements.
B. Expansion Bolts:1. Acceptable Products:
a. Hilti, Inc.; Kwik Bolt: www.us.hilti.com.b. Substitutions: See Section 01 6000 - Product Requirements.
C. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforced polyethylene orequivalent, complying with ASTM E1745, Class A; stated by manufacturer as suitable for installation incontact with soil or granular fill under concrete slabs. The use of single ply polyethylene is prohibited.1. Provide vapor retarder under concrete for all new slabs. Not required for concrete patches in existing
C. Slab Isolation Joint Filler: 1/2 inch thick, height equal to slab thickness, with removable top section that willform 1/2 inch deep sealant pocket after removal.1. Material: Closed-cell, non-absorbent, compressible polyethylene or polymer foam in sheet form.
D. Joint Sealant: Multi-component, highly flexible, non-priming, high performance polyurethane sealant.1. Products:
a. W.R. Meadows, Inc; Pourthane SL: www.wrmeadows.com.b. Substitutions: See Section 01 6000 - Product Requirements.
with ASTM C309.1. Application: Use at new and existing concrete indicated to receive floor finish "SEALED
CONCRETE FLOOR" on drawings.2. Vehicle: Solvent-based.3. Gloss: Medium.4. Solids by Mass: 25 percent, minimum.5. Manufacturers:
a. L&M Construction Chemicals, Inc, a subsidiary of Laticrete International, Inc; Dress & Seal:www.lmcc.com/#sle.
ADDENDUM NO. 3 BID PACKAGE 2CAST-IN-PLACE CONCRETE SCANDIA ELEMENTARY SCHOOL03 3000 - 4 PROJECT #15287 FOREST LAKE AREA SCHOOLS
b. SpecChem, LLC; Cure & Seal 25: www.specchemllc.com/#sle.c. Substitutions: See Section 01 6000 - Product Requirements.
B. Moisture-Retaining Sheet: ASTM C171.1. Curing paper, regular.2. Polyethylene film, clear, minimum nominal thickness of 0.0040 inch.3. White-burlap-polyethylene sheet, weighing not less than 10 ounces per linear yard, 40 inches wide.
C. Water: Potable, not detrimental to concrete.2.08 CONCRETE MIX DESIGN
A. Mix and deliver concrete in accordance with ASTM C94, Alternative A.B. Provide concrete to the criteria indicated on the drawings.
1. Foundation Concrete:a. Compressive Strength 28 days: 3000 psib. Slump: 4 inch
2. Interior Slab On Fill:a. Compressive Strength 28 days: 4000 psib. Slump: 4 inchc. Moisture Vapor Reduction Admixture (MVRA); not required where small sections of existing
slabs are being removed and replaced; not required for new slabs with no floor finish.3. Concrete Topping:
C. Use accelerating admixtures in cold weather only when approved by Architect/Engineer. Use of admixtureswill not relax cold weather placement requirements.
D. Do not use calcium chloride as an additive.E. Use set retarding admixtures during hot weather only when approved by Architect/Engineer.F. Add 5-6% air entraining agent to normal weight concrete mix for work exposed to exterior.
2.09 MIXINGA. On Project Site: Mix in drum type batch mixer, complying with ASTM C685/C685M. Mix each batch not
less than 1-1/2 minutes and not more than 5 minutes.B. Transit Mixers: Comply with ASTM C94/C94M.
PART 3 EXECUTION3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.3.02 PREPARATION
A. Verify that forms are clean and free of rust before applying release agent.B. Coordinate placement of embedded items with erection of concrete formwork and placement of form
accessories.C. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning and
applying bonding agent in according to bonding agent manufacturer's instructions.1. Use epoxy bonding system for bonding to damp surfaces, for structural load-bearing applications, and
where curing under humid conditions is required.2. Use latex bonding agent only for non-load-bearing applications.
D. Where new concrete is doweled to existing work, drill holes in existing concrete and set steel dowels inepoxy bonding system in accordance with manufacturer's instructions including special inspection.
E. Grout solidly between column plates and bearing surfaces, complying with manufacturer's instructions fornonshrink grout. Trowel grouted surfaces smooth, splaying neatly to 45 degrees.
BID PACKAGE 2 ADDENDUM NO. 3SCANDIA ELEMENTARY SCHOOL CAST-IN-PLACE CONCRETEFOREST LAKE AREA SCHOOLS PROJECT #15287 03 3000 - 5
F. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Lap joints minimum 6 inches.Seal joints, seams and penetrations watertight with manufacturer's recommended products and followmanufacturer's written instructions. Repair damaged vapor retarder before covering.1. Vapor Retarder Over Granular Fill: Install compactible granular fill before placing vapor retarder as
indicated on the drawings. Do not use sand.2. Not required where small sections of existing slabs are being removed and replaced.
3.03 PLACING CONCRETEA. Place concrete in accordance with ACI 301 and ACI 318.B. Provide concrete placing equipment including pump if required.C. Notify Architect not less than 24 hours prior to commencement of placement operations, when reinforcing
bars are in place for each pour in advance of closing forms and concrete placement. No closing of forms andplacing of concrete will be allowed until Architect/Engineer has observed structural concrete reinforcing inplace in forms. Corrections shall be made at Contractors expense.
D. Ensure reinforcement, inserts, and embedded parts will not be disturbed during concrete placement.E. Place concrete continuously without construction (cold) joints wherever possible; where construction joints
are necessary, before next placement prepare joint surface by removing laitance and exposing the sand andsound surface mortar, by sandblasting or high-pressure water jetting.
3.04 SLAB JOINTINGA. Locate joints as indicated on the drawings.B. Anchor joint fillers and devices to prevent movement during concrete placement.C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to
thickness of slab, set flush with top of slab.3.05 CONCRETE FINISHING
A. Repair surface defects, including tie holes, immediately after removing formwork.B. Concrete Slabs: Finish to requirements of ACI 318, and as follows:
1. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 302.1R; thin floorcoverings include carpeting, resilient flooring, seamless flooring, thin set quarry tile, and thin setceramic tile.
2. Other Surfaces to Be Left Exposed: Trowel as described in ACI 302.1R, minimizing burnish marksand other appearance defects.
3. Curing Compound, Non-dissipating: Apply where indicated on Interior Finish Schedule and Notes.Apply per manufacturer's instructions. Existing concrete requires additional surface preparation andwill require additional coats of curing compound where concrete is very porous or worn.
C. Apply non-slip broom finish as indicated on drawings.3.06 CURING AND PROTECTION
A. Comply with requirements of ACI 318. Immediately after placement, protect concrete from prematuredrying, excessively hot or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary forhydration of cement and hardening of concrete.1. Normal concrete: Not less than 7 days.2. High early strength concrete: Not less than 4 days.
C. Contractor may select to use any of the following curing methods. Contractor must verify that the curingcompound used is compatible with the final floor finishes specified.1. Ponding: Maintain 100 percent coverage of water over floor slab areas, continuously for 7 days.2. Spraying: Spray water over floor slab areas and maintain wet for 7 days.
3. Moisture-Retaining Sheet: Lap strips not less than 3 inches and seal with waterproof tape or adhesive;secure at edges; maintain in place for not less than 7 days.
4. Absorptive Moisture-Retaining Sheet: Saturate burlap-polyethylene and place burlap-side down overfloor slab areas, lapping ends and sides; maintain in place for 7 days.
5. Membrane Curing Compound: Apply curing compound in accordance with manufacturer'sinstructions in two coats, with second coat applied at right angles to first.
ADDENDUM NO. 3 BID PACKAGE 2CAST-IN-PLACE CONCRETE SCANDIA ELEMENTARY SCHOOL03 3000 - 6 PROJECT #15287 FOREST LAKE AREA SCHOOLS
3.07 FIELD QUALITY CONTROLA. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 -
Quality Requirements.B. Provide free access to concrete operations at project site and cooperate with appointed firm.C. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified
requirements.D. Refer to Special Structural Testing & Inspection Schedule on sheets S001 for specific requirements.E. Compressive Strength Tests: ASTM C39/39M. For each test, mold and cure three concrete test cylinders.
Obtain test samples for every day, 150 cu yd, or 5,000 S.F. of wall or slab of each class of concrete placed;whichever requires more testing.
F. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions asconcrete it represents.
G. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M.H. Slab Testing: Cooperate with manufacturer of specified moisture vapor reduction admixture (MVRA) to
allow access for sampling and testing concrete for compliance with warranty requirements.3.08 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specifiedrequirements.
B. Repair or replacement of defective concrete will be determined by the Architect. The cost of additionaltesting shall be borne by Contractor when defective concrete is identified.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architectfor each individual area.
END OF SECTION
BID PACKAGE 2 ADDENDUM NO. 3SCANDIA ELEMENTARY SCHOOL DISPLAY CASESFOREST LAKE AREA SCHOOLS PROJECT #15287 10 1200 - 1
SECTION 10 1200DISPLAY CASES
PART 1 GENERAL1.01 SECTION INCLUDES
A. Display Cases.1.02 REFERENCE STANDARDS
A. ASTM B 221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,Profiles, and Tubes.
B. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.1.03 SUBMITTALS
A. See Section 01 3000 - Submittals, for submittal procedures.B. Product Data: Provide manufacturer's data on display case, tackboard, trim, and accessories.C. Shop Drawings: Indicate wall elevations, dimensions, joint locations, special anchor details.D. Samples: Submit color charts for selection of color and texture of tackboard.E. Maintenance Data: Include data on regular cleaning, stain removal .
1.04 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section
with minimum five years experience.1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver cases set up, made in one piece.B. Follow manufacturer's instructions for storage and handling of units before installation
1.06 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Provide 1 year warranty for display case to include warranty against defects in materials and workmanship.
Include replacement of defective material, cost of removal, and reinstallation.PART 2 PRODUCTS2.01 MANUFACTURERS
A. Display Cases:1. Claridge Products and Equipment, Inc; Product Contemporary Series Bulletin Board Cabinet, Model
Number 2041: www.claridgeproducts.com.2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 DISPLAY CASESA. Size: 4 feet high x 8 feet wide x 3 inches deep. Inside depth of case is 1-3/4 inches.B. Housing: Perimeter trim is 1-1/2 x 3 inches extruded aluminum with satin anodize finish, ASTM B 221 alloy
standards.C. Glass Doors: 3/16 inch tempered glass, continuous piano hinges, and fitted with flat key tumbler locks.D. Tackable Back Panels: Claridge cork
1. Surface Burning Characteristics: Flame spread index of 100, maximum, and smoke developed indexof 450, maximum, when tested in accordance with ASTM E 84.
2. Colors: As selected from manufacturer's standard colors.E. Metal Trim and Accessories: Heavy gauge extruded aluminum extrusions, ASTM B 221 alloy standards.
Finish to be satin anodize finish.2.03 ACCESSORIES
A. Mounting Brackets: Manufacturer's standard for concealed attachment.2.04 FABRICATION
A. Shop assembly: Provide factory assembled cases as indicated on shop drawings.
ADDENDUM NO. 3 BID PACKAGE 2DISPLAY CASES SCANDIA ELEMENTARY SCHOOL10 1200 - 2 PROJECT #15287 FOREST LAKE AREA SCHOOLS
PART 3 EXECUTION3.01 EXAMINATION
A. Verify that field measurements are as indicated on shop drawings.B. Verify that internal wall blocking is ready to receive work and positioning dimensions are as indicated on
shop drawings.C. Verify before installation that interior moisture and temperature approximate normal occupied conditions.
3.02 INSTALLATIONA. Install display cases in accordance with manufacturer's instructions.B. Secure units level and plumb.C. See Section 06 1000 for placement of concealed supports in wall construction.
3.03 ADJUSTINGA. Verify that all accessories are installed as required for each unit.
3.04 CLEANINGA. Clean glass surfaces, back panels and trim, in accordance with manufacturer's recommendations, leaving all
materials ready for use.3.05 SCHEDULES
A. Refer to drawing 3/CD2 for location.END OF SECTION
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 1
LOUCKS PROJECT NO. 16174
SECTION 32 3223 CONCRETE SEGMENTAL RETAINING WALL SYSTEM
PART 1 - GENERAL 1.01 DESCRIPTION
A. Work consists of furnishing and construction of an Anchor Diamond Retaining Wall System in
accordance with these specifications and in general conformity with the lines, grades, design, and dimensions shown on the plans.
B. Earthwork includes: 1. Preparing Foundation Soil and Retained Soil to the lines and grades shown on the
construction drawings; 2. Furnishing and installing Leveling Pad, Reinforced Fill (where required) and Low
Permeability Soil (where required) to the lines and grades shown on the construction drawings; and,
C. Installation work includes: 1. Furnishing and installing Diamond Concrete Facing Units and Unit Fill to achieve the
lines and grades shown on the construction drawings. 2. Furnishing and installing Geosynthetic Reinforcement and Separation Geotextile of the
type, size, location and lengths designated on the construction drawings (if required). 3. Furnishing and installing Subsurface Drainage System, including necessary fittings, of
the type, size, and location designated on the construction drawings.
1.02 RELATED SECTIONS
A. Section 02200 – Earthwork
1.03 REFERENCES
A. American Association of State Highway Transportation Officials (AASHTO) 1. AASHTO Standard Specifications for Highway Bridges 2. AASHTO M 288 Geotextile Specifications for Highway Applications 3. AASHTO M 252 Corrugated Polyethylene Drainage Pipe 4. AASHTO National Transportation Product Evaluation Program (NTPEP)
B. American Society for Testing and Materials (ASTM)
1. ASTM C140 Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
2. ASTM C1262 Standard Test Method for Evaluating the Freeze-Thaw Durability of Manufactured Concrete Masonry Units and Related Concrete Units
3. ASTM C1372 Standard Specification for Segmental Retaining Wall Units 4. ASTM D448 Standard Classification for Sizes of Aggregate for Road and Bridge
Construction 5. ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil
Using Standard Effort (12,400 ft-lbf/f3)(600 kN-m/m3) 6. ASTM D1556 Standard Test Method for Density and Unit Weight of Soil In Place by the
Sand Cone Method 7. ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil
Using Modified Effort (56,000 ft-lbf/f3)(2700 kN-m/m3) 8. ASTM D2487 Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification System)
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 2
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9. ASTM D2922 Standard Test Methods for Density of Soil and Soil-Aggregate In Place by Nuclear Methods (Shallow Depth)
10. ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer pipe and Fittings
11. ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
12. ASTM D4491 Standard Test Method for Water Permeability of Geotextiles by the Permittivity Method
13. ASTM D4595 Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method
14. ASTM D4873 Standard Guide for Identification, Storage and Handling of Geosynthetics 15. ASTM D5084 Standard Test Method for Measurement of Hydraulic Conductivity of
Saturated Porous Materials Using a Flexible Wall Permeameter. 16. ASTM D5262 Standard Test Method for Evaluating the Unconfined Tension Creep
Behavior of Geosynthetics 17. ASTM D5321 Standard Test Method for Determining the Coefficient of Soil and
Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method 18. ASTM D5818 Standard Practice for Obtaining Samples of Geosynthetics from a Test
Section for Assessment of Installation Damage 19. ASTM D6637 Standard Test Method for Determining Tensile Properties of Geogrids by
the Single or Multi-Rib Tensile Method 20. ASTM D6638 Standard Test Method for Determining Connection Strength Between
Geosynthetic Reinforcement and Segmental Concrete Units 21. ASTM D6916 Standard Test Method for Determining the Shear Strength Between
Segmental Concrete Units 22. ASTM D6706 Standard Test Method for Measuring Geosynthetic Pullout Resistance in
Soil 23. ASTM F405 Standard Specification for Corrugated Polyethylene (PE) Tubings and
Fittings 24. ASTM G51 Standard Test Method for Measuring pH of Soil for Use in Corrosion Testing
C. Federal Highway Administration
1. Samtani, Naresh C., Christopher, B., and Berg, R., “Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes”, Volumes 1 and 2, Federal Highway Administration Report Nos. FHWA-NHI-10-024 and FHWA-NHI-10-025, November 2009.
2. Elias, V., Fishman, K., Christopher, B., and Berg, R., “Corrosion/Degradation of Soil Reinforcements for Mechanically Stabilized Earth Walls and Reinforced Soil Slopes”, Federal Highway Administration Report No. FHWA-NHI-09-087, November 2009.
D. National Concrete Masonry Association (NCMA) 1. NCMA Design Manual for Segmental Retaining Walls, Third Edition, 2010
1.04 DEFINITIONS
A. Segmental Retaining Wall (SRW) Units: Dry-stacked concrete masonry units used as the
retaining wall fascia.
B. Reinforced Fill: Soil which is used as fill behind the SRW unit and within the reinforced soil mass (if applicable).
C. Unit Fill and Drainage Aggregate: Material used (if applicable) within, between, and directly
behind the concrete retaining wall units.
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 3
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D. Geotextile Separation Fabric: Material used for separation and filtration of dissimilar soil types.
E. Foundation Soil: Soil mass supporting the leveling pad and reinforced soil zone of the retaining wall system.
F. Retained Soil: The soil mass located behind the reinforced soil zone, either undisturbed native
soils or compacted fill.
G. Leveling Pad: A level surface consisting of crushed stone, sand and gravel or unreinforced concrete placed to provide a working surface for placement of the SRW unit.
H. Geosynthetic Reinforcement: Polymeric material designed specifically to reinforce the soil mass.
I. Pre-fabricated Drainage Composite: three-dimensional geosynthetic drainage medium
encapsulated in a geotextile filter, used to transport water.
J. Subsurface Drainage System: horizontal pipe encapsulated within drainage aggregate at or near the base of the reinforced soil to facilitate removal of water from the wall system.
K. Low Permeability Soil: Clay soil or low permeability geosynthetic used to prevent water percolation into the drainage zone and reinforced backfill behind the wall.
L. Global Stability: The general mass movement of a soil reinforced segmental retaining wall
structure and adjacent soil mass.
M. Project Geotechnical Engineer: A registered engineer who provides site observations, recommendations for foundation support/global stability, and verifies soil shear strength parameters.
1.05 SUBMITTALS / CERTIFICATION A. Product Data
1. Product Data: Material description and installation instructions for each manufactured product specified
2. Name and address of the production facility where the proposed facing units will be manufactured. All units shall be manufactured at the same facility.
3. Notarized letter from the facing unit manufacturer stating that the units supplied for this project are manufactured in complete compliance with this specification. The letter shall state that the units shown in the attached test reports are representative samples of the plants normal mix design and regular production runs.
4. Notarized letter from the reinforcement manufacturer stating that the geosynthetic reinforcement has been manufactured in complete compliance with the reinforcement manufacturer’s current NTPEP report.
B. Samples: 1. Contractor shall submit to the owner for approval, and retain for the balance of the
project, a minimum of one SRW unit that represents the range of texture and color permitted.
C. Test Reports: 1. Independent Laboratory reports indicating compressive strength, moisture absorption and
freeze-thaw durability of the concrete retaining wall units from the proposed production facility.
2. Independent test reports verifying the long-term design strength properties (creep,
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 4
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installation damage, and durability) and soil interaction properties of the geosynthetic reinforcement.
3. Independent test reports verifying the connection capacity between the geosynthetic reinforcement and the concrete retaining wall units.
D. Wall Design Engineer Qualifications: 1. Current insurance policy verifying professional liability and errors and omissions
insurance coverage for an aggregate and per claim limit of at least one million dollars ($1,000,000).
2. Notarized letter certifying the proposed retaining wall Design Engineer is a licensed professional engineer in the state of wall installation and has a minimum of 4 years and 200,000 square feet of retaining wall system design experience.
E. Retaining Wall Contractor Qualifications: 1. Notarized statement showing that the retaining wall contractor has installed a minimum of
100,000 square feet of segmental retaining walls. 2. The Retaining Wall Installer shall furnish five (5) project references of similar size and
scope to this project including the wall(s) height and square footage. References shall include the contact information of Owner or General Contractor.
F. Retaining Wall Design: 1. Shop Drawings: One digitally signed set of the retaining wall system design, including
wall elevation views, geosynthetic reinforcement layout, pertinent details, and drainage provisions. A registered professional engineer licensed in the state of wall installation shall sign and certify that the shop drawings are designed in accordance with the project civil plans and specifications.
2. Design Calculations: One digitally signed set of engineering design calculations prepared in accordance with the NCMA Design Manual for Segmental Retaining Walls, 3rd Edition or the AASHTO Standard Specifications for Highway Bridges (whichever is applicable). Analysis shall include Internal, External and Bearing Capacity Calculations and include the short term and long term loading conditions on the wall. A Global Stability analysis should be coordinated with the project geotechnical engineer and incorporated into the wall design.
1.06 DELIVERY, STORAGE AND HANDLING
A. SRW Units and Accessories: Deliver, store, and handle materials in accordance with
manufacturer's recommendations, in such a manner as to prevent damage. Check the materials upon delivery to assure that proper material has been received. Store SRW units above ground on wood pallets or blocking. Remove damaged or otherwise unsuitable material, when so determined, from the site.
B. Exposed faces of SRW units shall be relatively free of chips, cracks, stains, and other imperfections detracting from their appearance, when viewed from a distance of 20 feet under diffused lighting.
C. Prevent mud, wet cement, adhesives and similar materials that may harm appearance of SRW
units, from coming in contact with system components.
D. Geosynthetics (including geosynthetic reinforcement, geotextile filter, pre-fabricated drainage composite) shall be delivered, stored, and handled in accordance with ASTM D4873.
1.07 EXTRA MATERIALS
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 5
LOUCKS PROJECT NO. 16174
A. Furnish Owner with 3 replacement SRW units identical to those installed on the Project. PART 2 - PRODUCTS 2.01 MATERIALS
A. SRW Units: Anchor Diamond Retaining Wall Units" as manufactured under license from Anchor
Wall Systems. 1. Physical Requirements
a. Meet requirements of ASTM C1372, except the unit height dimensions shall not vary more than plus or minus 1/16 inch from that specified in the ASTM reference, not including textured face.
b. Unit Face Area: Not less than 0.66 square foot. c. Color: Selected by the [Architect] [Engineer] [Owner] from manufacturer's full
range of standard colors. d. Face Pattern Geometry: Beveled e. Texture: Split Rock Face. f. Batter: Include an integral concrete shear connection flange/locator to provide a
1-1/8th (1.13) inch setback for each wall course.
B. Geosynthetic Reinforcement: Polyester fiber geogrid or geotextile, or polypropylene woven geotextile, as shown on the Drawings.
C. Leveling Pad 1. Aggregate Base: Crushed stone or granular fill meeting the following gradation as
determined in accordance with ASTM D448: Sieve Size Percent Passing
1 inch 100 No. 4 35 to 70 No. 40 10 to 35 No. 200 3 to 10
a. Base Thickness: 6 inches (minimum compacted thickness). 2. Concrete Base: Non-reinforced lean concrete base.
a. Compressive Strength: 3,000 psi (maximum). b. Base Thickness: At least 2 inches.
D. Unit Fill and Drainage Aggregate: Clean crushed stone or granular fill meeting the following
gradation as determined in accordance with ASTM D448: Sieve Size Percent Passing
1 inch 100 3/4 inch 75 to 100 No. 4 0 to 60 No. 40 0 to 50 No. 200 0 to 5
E. Reinforced Fill: Soil free of organics and debris and consisting of either GP, GW, SP, SW, or SM type, classified in accordance with ASTM D2487 and the USCS classification system and meeting the following gradation as determined in accordance with ASTM D448:
Sieve Size Percent Passing
1 inch 100
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No. 4 20 to 100 No. 40 0 to 60 No. 200 0 to 35
1. Plasticity Index (PI) < 6 per ASTM D4318. 2. Maximum particle size for backfill is 1 inch unless field tests have been performed to
evaluate potential strength reduction to the geosynthetic reinforcement due to damage during construction per ASTM D5818.
3. Unsuitable soils are organic soils and those soils classified as SC, CL, ML, CH, OH, MH, OL, or PT.
F. Low Permeability Soil: Clayey soil or other similar material which will prevent percolation into the drainage zone behind the wall.
G. Drainage Pipe: Perforated or slotted PVC or corrugated HDPE pipe manufactured in accordance with D3034 and/or ASTM F405. All connectors and fittings shall match the piping material.
H. Geotextile Separation Fabric: Geotextile Separation fabric shall be minimum 4.0 oz/sy,
polypropylene, needle-punched nonwoven fabric.
I. Construction Adhesive: Exterior grade adhesive as recommended by the retaining wall unit manufacturer.
PART 3 – EXECUTION 3.01 EXAMINATION
A. Prior to commencing work, the retaining wall contractor shall examine the areas and conditions under which the retaining wall system is to be erected, and notify the General Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected.
B. Promptly notify the wall design engineer of site conditions which may affect wall performance, soil conditions observed other than those assumed, or other conditions that may require a reevaluation of the wall design.
C. Verify the location of existing structures and utilities prior to excavation.
3.02 PREPARATION
A. Ensure surrounding structures are protected from the effects of wall excavation.
B. Excavation support, if required, is the responsibility of the Contractor, including the stability of the
excavation and its influence on adjacent properties and structures. 3.03 EXCAVATION
A. Excavate to the lines and grades shown on the Drawings. Over-excavation not approved by the Engineer will not be paid for by the Owner. Replacement of these soils with compacted fill and/or wall system components will be required at the Contractor's expense. Use care in excavating to prevent disturbance of the base beyond the lines shown.
3.04 FOUNDATION PREPARATION
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 7
LOUCKS PROJECT NO. 16174
A. Excavate foundation soil as required for footing or base dimension shown on the Drawings, or as
directed by the Project geotechnical engineer.
B. The Project geotechnical engineer will examine foundation soil to ensure that the actual foundation soil strength meets or exceeds that indicated on the Drawings. At the direction of the project geotechnical engineer, remove soil not meeting the required strength. Oversize resulting excavation sufficiently from the front of the block to the back of the reinforcement, and backfill with suitable compacted backfill soils.
C. The Project geotechnical engineer will determine if the foundation soils will require special
treatment or correction to control total and differential settlement.
D. Fill over-excavated areas with suitable compacted backfill, as recommended by the Project geotechnical engineer.
3.05 LEVELING PAD PREPARATION A. Place base materials to the depths and widths shown on the Drawings, upon undisturbed soils, or
foundation soils prepared in accordance with Article 3.04. 1. Extend the leveling pad laterally at least 6 inches in front and behind the lowermost SRW
unit. 2. Provide aggregate base compacted to 6 inches thick (minimum) or as shown on the
drawings. 3. The Contractor may at their option, provide a concrete leveling pad as specified in
Subparagraph 2.01.C.2, in lieu of the aggregate base. 4. Where a reinforced footing is required by local code official, place footing below frost
depth. B. Compact aggregate base material to provide a level, hard surface on which to place the first
course of SRW units.
C. Prepare base materials to ensure complete contact with SRW units. Gaps are not allowed. 3.06 ERECTION
A. General: Erect SRW units in accordance with manufacturer's instructions and recommendations,
and as specified herein.
B. Place first course of concrete wall units on the prepared base material. Check units for level and alignment. Maintain the same elevation at the top of each unit within each section of the base course.
C. Ensure that foundation units are in full contact with the leveling pad.
D. Place concrete wall units side-by-side for full length of wall alignment. Alignment may be done by
using a string line measured from the back of the block. Gaps are not allowed between the foundation concrete wall units.
E. Place drainage aggregate between and directly behind the SRW. Fill any voids in SRW units with
drainage aggregate. Provide a drainage zone behind the SRW units a minimum of 12 inches wide to within 8 inches of the final grade. Cap the backfill and drainage aggregate zone with separation fabric and then 8 inches of low permeability soil.
F. Install drainage pipe at the lowest elevation possible to maintain gravity flow of water to outside of
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 8
LOUCKS PROJECT NO. 16174
the reinforced zone. Slope the main collection drainage pipe 2 percent (minimum) to provide gravity flow to the daylighted areas. Daylight the main collection drainage pipe through the face of the wall, and/or to an appropriate location away from the wall system at each low point or at 50 foot (maximum) intervals along the wall. Alternately, the drainage pipe can be connected to a storm sewer system at 50 foot (maximum) intervals.
G. Remove excess fill from top of SRW units and install next course. Ensure drainage aggregate and backfill are compacted before installation of next course.
H. Check each course for level and alignment. Adjust SRW units as necessary to maintain level and
alignment prior to proceeding with each additional course.
I. Install each succeeding course. Backfill as each course is completed. Pull the SRW units forward until the locating surface of the SRW unit contacts the locating surface of the SRW units in the preceding course. Interlock wall segments that meet at corners by overlapping successive courses. Attach SRW units at exterior corners with adhesive specified.
J. Install geosynthetic reinforcement in accordance with geosynthetic manufacturer's
recommendations and the shop drawings. 1. Orient geosynthetic reinforcement with the highest strength axis perpendicular to the wall
face. 2. Prior to geosynthetic reinforcement placement, place the backfill and compact to the
elevation of the top of the wall units at the elevation of the geosynthetic reinforcement. 3. Place geosynthetic reinforcement at the elevations and to the lengths shown on the
Drawings. 4. Lay geosynthetic reinforcement horizontally on top of the SRW units and the compacted
backfill soils. Place the geosynthetic reinforcement within one inch of the face of the SRW units. Place the next course of SRW units on top of the geosynthetic reinforcement.
5. The geosynthetic reinforcement shall be in tension and free from wrinkles prior to placement of the backfill soils. Pull geosynthetic reinforcement hand-taut and secure in place with staples, stakes, or by hand-tensioning until the geosynthetic reinforcement is covered by 6 inches of loose fill.
6. The geosynthetic reinforcements shall be continuous throughout their embedment lengths. Splices in the geosynthetic reinforcement strength direction are not allowed.
7. Do not operate tracked construction equipment directly on the geosynthetic reinforcement. At least 6 inches of compacted backfill soil is required prior to operation of tracked vehicles over the geosynthetic reinforcement. Keep turning of tracked construction equipment to a minimum.
8. Rubber-tired equipment may pass over the geosynthetic reinforcement at speeds of less than 10 miles per hour. Turning of rubber-tired equipment is not allowed on the geosynthetic reinforcement.
3.07 BACKFILL PLACEMENT
A. Place reinforced fill, spread and compact in a manner that will minimize slack in the reinforcement.
B. Place fill within the reinforced zone and compact in lifts not exceeding 6 inches (loose thickness) where hand-operated compaction equipment is used, and not exceeding 12 inches (loose thickness) where heavy, self-propelled compaction equipment is used.
1. Only lightweight hand-operated compaction equipment is allowed within 3 feet of the back of the retaining wall units. If the specified compaction cannot be achieved within 3 feet of the back of the retaining wall units, replace the reinforced soil in this zone with drainage aggregate material.
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 9
LOUCKS PROJECT NO. 16174
C. Compaction testing shall be done in accordance with ASTM D1556 or ASTM D2922.
D. Minimum Compaction Requirements for Fill Placed in the Reinforced and Retained Zone.
1. The minimum compaction requirement shall be determined by the project geotechnical engineer testing the compaction. At no time shall the soil compaction requirements be less than 95 percent of the soil's standard Proctor maximum dry density (ASTM D698) [modified Proctor maximum dry density (ASTM D1557)] for the entire wall height.
2. Utility Trench Backfill: Compact utility trench backfill in or below the reinforced soil zone to 98 percent of the soil's standard Proctor maximum dry density (ASTM D698) [modified Proctor maximum dry density (ASTM D1557)], or as recommended by the Project geotechnical engineer. If the height from the utility to finish grade is higher than 30 feet, increase compaction to 100 percent of the standard Proctor density [modified Proctor density].
a. Utilities must be properly designed (by others) to withstand all forces from the retaining wall units, reinforced soil mass, and surcharge loads, if any.
3. Moisture Content: Within 2 percentage points of the optimum moisture content for all wall heights.
4. These specifications may be changed based on recommendations by the Project geotechnical engineer.
a. If changes are required, the Contract Sum will be adjusted by written Change Order.
E. At the end of each day's operation, slope the last level of compacted backfill away from the interior (concealed) face of the wall to direct surface water runoff away from the wall face.
1. The General Contractor is responsible for ensuring that the finished site drainage is directed away from the retaining wall system.
2. In addition, the General Contractor is responsible for ensuring that surface water runoff from adjacent construction areas is not allowed to enter the retaining wall area of the construction site.
F. Refer to Article 3.10 for compaction testing. 3.08 CAP UNIT INSTALLATION
A. Apply adhesive to the top surface of the SRW unit below and place the cap unit into desired
position.
B. Cut cap SRW units as necessary to obtain the proper fit.
C. Backfill and compact to top of SRW unit. 3.09 SITE CONSTRUCTION TOLERANCES
A. Site Construction Tolerances
1. Vertical Alignment: Plus or minus 1-1/2 inches over any 10-foot distance, with a maximum differential of 3 inches over the length of the wall.
2. Horizontal Location Control from Grading Plan a. Straight Lines: Plus or minus 1-1/2 inches over any 10-foot distance. b. Corner and Radius Locations: Plus or minus 12 inches. c. Curves and Serpentine Radii: Plus or minus 2 feet.
3. Immediate Post Construction Wall Batter: Within 2 degrees of the design batter of the concrete retaining wall units.
4. Bulging: Plus or minus 1-1/4 inches over any 10-foot distance.
BID PACKAGE 2 – ADDENDUM#2 SCANDIA ELEMENTARY SCHOOL CONCRETE SEGMENTAL RETAINING WALL FOREST LAKE AREA SCHOOLS PROJECT #15287 32 3223 - 10
LOUCKS PROJECT NO. 16174
3.10 FIELD QUALITY CONTROL
A. Installer is responsible for quality control of installation of system components.
B. The Owner or General Contractor, at their expense, will retain a qualified professional to perform
quality assurance checks of the installer's work.
C. Correct work which does not meet these specifications or the requirements shown on the Drawings at the installer's expense.
D. Perform compaction testing of the reinforced backfill placed and compacted in the reinforced
backfill zone. 1. Testing Frequency
a. One test for every 2 feet (vertical) of fill placed and compacted, for every 50 lineal feet of retaining wall.
b. Vary compaction test locations to cover the entire area of the reinforced soil zone, including the area compacted by the hand-operated compaction equipment.
3.11 ADJUSTING AND CLEANING
A. Replace damaged SRW units with new units as the work progresses.
B. Remove debris caused by wall construction and leave adjacent paved areas broom clean.
END OF SECTION
SCANDIA ELEMENTARY SCHOOL – BID PACKAGE #2 FOREST LAKE AREA SCHOOLS
AIR DUCT ACCESSORIES 233300-1
ADDENDUM 3
SECTION 233300 – AIR DUCT ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Backdraft and pressure relief dampers
2. Barometric relief dampers
3. Manual volume dampers
4. Fire dampers
5. Combination fire and smoke dampers (Includes Smoke Dampers)
1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES AND
RECORD UTILITY DRAWINGS FROM THE CITY OF SCANDIA. LOUCKS ASSOCIATES DOES
NOT GUARANTEE THE ACCURACY OF INFORMATION PROVIDED BY OTHERS.
2. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL"
PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK.
3. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES
AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS
FROM THE PLANS.
4. CONTRACTOR SHALL OBTAIN A CITY & COUNTY PERMIT FOR OBSTRUCTIONS AND WORK
WITHIN RIGHT-OF-WAY. PERMIT IS REQUIRED PRIOR TO REMOVALS OR INSTALLATION.
5. ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
6. PROVIDE A 3 FOOT TAPER AT ALL CURB TERMINI.
7. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND
INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE REQUIREMENTS OF THE
CITY. SEE LANDSCAPE AND ARCHITECTURAL PLANS FOR ANY ADDITIONAL HARDSCAPE
APPLICATIONS.
8. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPT. AND THE
CONSTRUCTION ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK
WITHIN THE STREET RIGHT OF WAY (SIDEWALK, STREET OR DRIVEWAYS)
9. ANY SIGN OR FIXTURES REMOVED WITH IN THE RIGHT OF WAY OR AS PART OF THE SITE
WORK SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY
REQUIREMENTS. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN ANY EXISTING
STREET LIGHTS AND TRAFFIC SIGNS PER THE REQUIREMENTS OF THE CITY.
10. A SIGNIFICANT PORTION OF SITE IMPROVEMENTS NOT SHOWN ON THIS SHEET ARE
DESCRIBED AND PROVIDED IN FURTHER DETAIL ON THE ARCHITECTURAL AND
LANDSCAPE PLANS. THIS INCLUDES LANDSCAPING, LIGHTING AND OTHER FIXTURES.
11. B612 CONCRETE CURB AND GUTTER SHALL BE INSTALLED AT THE EDGE OF ALL COMMON
DRIVES AND PARKING LOTS WITHIN THE SITE, UNLESS NOTED OTHERWISE.
12. ALL PARKING LOT PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE PAINTED STRIPING.
13. DISABLED PARKING SIGNAGE & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH
ADA & MINNESOTA RULES 1341.0502.
14. CITY ENGINEERING STAFF MUST BE PRESENT TO INSPECT ALL CONCRETE FORMS IN
PUBLIC RIGHT-OF-WAY PRIOR TO POUR. MINIMUM 24 HOUR NOTICE REQUIRED.
15. “NO PARKING FIRE LANE” SIGNS MUST BE INSTALLED AS INDICATED BY THE CITY FIRE
CHIEF. VERIFY EXACT LOCATIONS AND NUMBER OF REQUIRED SIGNS WITH THE CITY FIRE
CHIEF. SIGNAGE MUST BE INSTALLED PRIOR TO THE FINAL OCCUPANCY INSPECTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
ADA ACCESSIBLE ROUTE
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/19/2017 5:40:14 PM
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CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
10/16/17
1 ADDENDUM 2 11/9/2017
2 ADDENDUM 3 11/20/2017
SITE
P
LA
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1
1
2
2
17
11
11
10
8
12
10
88
8
88' 18" HDPE @ 0.35%
CBMH 10
RIM-1037.5
INV-1032.81
65' 18" HDPE @ 0.35%
CBMH 11
RIM-1037.5
INV-1032.51
CB 4
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
PROVIDE
3'x4'CONCRETE
SPLASH BLOCK
UNDER ROOF DRAIN -
SEE DETAIL CUSTOM
5 AND BID ALT. #1
NOTE 1.
8
CB 1
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4 -
SEE BID ALT. #1 INSET
AND NOTE 2.
CB 2
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
90' 12" HDPE @ 0.6%
80' 6" DRAIN-
TILE @ 1.0%
AT EDGE OF
PLAYGROUND
8 8 8 8
40' 12" RCP @ 2.25%
VEST
120
CB 7
RIM-1036.4
INV-1034.4
173' 12" HDPE @ 0.44%
CBMH 8
RIM-1036.7
INV-1033.63
CBMH 6
RIM-1036.8
INV-1032.64
FES F W/RIPRAP
INV-1023.96
88
8
8
8
8
8
8
8
88
CBMH 13
RIM-1037.5
INV-1032.30
CB 12
RIM-1037.5
INV-1033.5
CBMH 9
RIM-1037.5
INV-1033.04
6" HDPE INLET-1034.49
134' 15" DIRECTIONAL
BORE HDPE @ 0.44%
86' 12" HDPE @ 1.4%
102' 21" HDPE @ 0.40%
21' 12" RCP @ 11.2%
CBMH 16
RIM-1035.7
INV-1031.89
154' 18" HDPE @ 0.49%
84' 12" HDPE
@ 1.30%
49' 12" HDPE
@ 1.10%
CBMH 5
RIM-1036.5
INV-1033.31
107' 15" HDPE @ 0.63%
88
88
8
FES B W/RIP RAP
INV-1036.0
FES A
INV-1036.90
FES C
INV-1035.0
CBMH 3
RIM-1037.0
INV-1033.86
92' 12" HDPE @ 0.6%
436' 18" DIRECTIONAL
BORE HDPE @ 0.50%
FES W/RIP RAP D
INV-1031.68
98' 30" ARCH RCP @ 0.21%
48" OCS 1
RIM=1033.80
INV(W)=1026.22
INV(E)=1029.30
(SEE DETAIL)
105'- 6" PVC
PERFORATED
DRAINTILE
INV=1026.22
BIOFILTRATION BASIN
FES E
INV-1029.00
DRAINTILE CLEANOUT
RIM=1034.00
INV=1026.22
DRAINTILE CLEANOUT
RIM=1034.00
INV=1026.22
8888888888
115'- 6" PVC
PERFORATED
DRAINTILE
INV=1026.22
107'- 6" PVC
PERFORATED
DRAINTILE
INV=1026.22
PROVIDE
3'x4'CONCRETE
SPLASH BLOCK
UNDER ROOF DRAIN
PROVIDE
3'x4'CONCRETE
SPLASH BLOCK
UNDER ROOF DRAIN
8
STMH 17
RIM-1033.1
INV-1024.04
42' 18" RCP @ 0.2%
27' 12" HDPE @ 1.37%
STUB INV-1034.0
SEE MECHANICAL FOR
CONTINUATION IN BUILDING.
PROVIDE
3'x4'CONCRETE
SPLASH BLOCK
UNDER ROOF DRAIN
8
8 8 8
88
88
59' 18" HDPE @ 0.35%
D.T. INV-1035.4
80' 6" DRAIN-
TILE @ 1.0%
AT EDGE OF
PLAYGROUND
D.T. INV-1035.4
WYE INV-1034.60
11' 6" HDPE @ 1.0%
9' 21" HDPE @-3.33%
8
8
VES
T
120
88
8
8
88
8
PROVIDE
3'x4'CONCRETE
SPLASH BLOCK
UNDER ROOF DRAIN
PROVIDE
3'x4'CONCRETE
SPLASH BLOCK
UNDER ROOF DRAIN
STORM SEWER STUBS
INV-1034.4
SEE MECHANICAL FOR CONNECTIONS
SEE DETAIL CUSTOM 4.
FILL IN LOW AREAS
WHERE ROOF DRAINS
WERE REMOVED
TO ENSURE POSITIVE
DRAINAGE AWAY
FROM THE BUILDING.
UTILITY PLAN
C7
N
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES.
2. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED
AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE
STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF
MINNESOTA (CEAM), 2013 EDITION. HDPE PIPE CONNECTIONS INTO ALL CONCRETE
STRUCTURES SHALL BE MADE WITH WATER TIGHT MATERIALS, UTILIZING AN A-LOK OR
WATERSTOP GASKET OR BOOT, CAST-IN-PLACE RUBBER BOOT, OR APPROVED EQUAL.
WHERE THE ALIGNMENT PRECLUDES THE USE OF THE ABOVE APPROVED WATERTIGHT
METHODS, CONSEAL 231 WATERSTOP SEALANT, OR APPROVED EQUAL WILL ONLY BE
ALLOWED AS APPROVED BY THE ENGINEER. ALL SANITARY SEWER MAIN LINE SHALL BE
SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26.
3. SEE SHEETS C8 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS AND
UTILITY SERVICE DETAILS.
4. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL
PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE
REQUIREMENTS OF THE CEAM SPECIFICATION.
5. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK.
6. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED
GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY
OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS
REQUIREMENTS FOR TRAFFIC LOADING.
7. PROPOSED PIPE MATERIALS:
7.1. STORM SEWER HDPE 12" - 24" DIAMETER.
8. STORM SEWER PIPE SHALL MEET OF EXCEED AASHTO M294 MINIMUM PIPE STIFFNESS PER
ASTM D2412 60PSI FOR 8"-18".
9. PROPOSED GAS, TELEPHONE & ELECTRIC SERVICES ARE APPROXIMATE LOCATIONS ONLY.
COORDINATE EACH SERVICE WITH THE UTILITY OWNER AND GENERAL CONTRACTOR. IF
ANY PROPOSED SERVICE LOCATION VARY SIGNIFICANTLY OR CONFLICT, THE ENGINEER
MUST BE NOTIFIED PRIOR TO THE INSTALLATION OF THE SERVICE.
10. THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE
COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL
SERVICES MAY EXIST.
11. ALL WATER SERVICES MUST BE INSTALLED AT A 7.5-FT BURY DEPTH.
11.1. INSULATE ALL CROSSINGS INVOLVING WATER AND SEWER.
12. PVC SANITARY SEWERS MUST MEET ONE OF THE FOLLOWING ASTM STANDARDS: D3034,
F789, D2665, OR F891. ASTM D2241 PIPE MAY BE USED FOR SEWERS 6-INCH AND LARGER.
THE INSTALLATION MUST COMPLY WITH ASTM D2321, WHICH REQUIRES INSTALLATION BY
OPEN TRENCH ON A CONTINUOUS GRANULAR BED (SEE CURRENT MINNESOTA RULES,
PART 4714).
13. RCP STORM SEWERS MUST COMPLY WITH ASTM C76 (SEE CURRENT MINNESOTA RULES,
PART 4714).
14. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH CURRENT
MINNESOTA RULES, PART 4714:
14.1. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
14.2. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
14.3. ALL FITTINGS MUST COMPLY WITH ASTM D3212.
14.4. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.
15. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
WATERTIGHT (SEE CURRENT MINNESOTA RULES, PART 4714). APPROVED RESILIENT RUBBER
JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,
CATCHBASINS, AND OTHER STRUCTURES.
16. WATER SERVICE LINES MUST BE INSTALLED AT LEAST 10-FEET HORIZONTALLY FROM ANY
MANHOLE, CATCHBASIN, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (SEE
CURRENT MINNESOTA RULES, PART 4714).
17. THE BOTTOM OF WATER SERVICE PIPES LOCATED WITHIN 10-FEET OF THE SEWER
CROSSING MUST BE AT LEAST 12-INCHES ABOVE THE TOP OF THE SEWER. WHEN THIS IS
NOT FEASIBLE, THE SEWER PIPE MUST BE CONSTRUCTED OF MATERIALS LISTED IN
CURRENT MINNESOTA RULES, PART 4714. THE WATER SERVICE SHOULD NOT CONTAIN
ANY JOINTS OR CONNECTIONS WITHIN 10-FEET OF A CROSSING.
18. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF THE BUILDING
OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH CURRENT MINNESOTA
RULES, PART 4714.
UTILITY NOTES
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/19/2017 5:40:14 PM
C:\U
sers\kdd\D
ocum
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SC
AN
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CH
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ID
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KA
GE 2
GAJ
VJV
16174
14
35
1 S
can
dia Trail N
Scan
dia, M
N 5
50
73
10/16/2017
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
10/16/17
1 ADDENDUM 2 11/9/2017
2 ADDENDUM 3 11/20/2017
UTILITY
P
LA
N
BID ALTERNATE #1
STORM SEWER STRUCTURE SCHEDULE
STRUCTURE SIZE & MATERIAL CASTING
CB 1 12" NYLOPLAST 12" OPEN GRATE
CB 2 12" NYLOPLAST 12" OPEN GRATE
CBMH 3 18" NYLOPLAST 18" OPEN GRATE
CB 4 12" NYLOPLAST 12" OPEN GRATE
CBMH 5 18" NYLOPLAST 18" OPEN GRATE
CBMH 6 48" CONCRETE NEENAH R-2370-A
CB 7 18" NYLOPLAST 18" OPEN GRATE
CBMH 8 18" NYLOPLAST 18" OPEN GRATE
CBMH 9 24" NYLOPLAST 24" OPEN GRATE
CBMH 10 24" NYLOPLAST 24" OPEN GRATE
CBMH 11 24" NYLOPLAST 24" OPEN GRATE
CB 12 18" NYLOPLAST 18" OPEN GRATE
CBMH 13 48" CONCRETE NEENAH R-2370-A
CBMH 16 60" CONCRETE NEENAH R-2370-A
STMH 17 48" CONCRETE NEENAH R-1642
NOTE:
BASE BID: USE DETAIL CUSTOM 3 FOR THE 3-FT x 4-FT
CONCRETE PAD WITH DEPRESSED CASTING.
BID ALTERNATE 1
1. REMOVE 1 SPLASH BLOCK.
2. NO CB 1 AND CB 2. DIRECT UNDERGROUND
CONNECTION INSTEAD. SEE DETAIL CUSTOM 4.
12
2
2
2 2
2
2
2
AutoCAD SHX Text
X
AutoCAD SHX Text
G R A V E L
AutoCAD SHX Text
B A L L F I E L D
AutoCAD SHX Text
B A L L F I E L D
AutoCAD SHX Text
B I T U M I N O U S
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
BACKSTOP
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
TETHER BALL COURTS
AutoCAD SHX Text
WOOD CHIP PLAYGROUND
AutoCAD SHX Text
LANDSCAPE & MONUMENT SIGN
AutoCAD SHX Text
B I T U M I N O U S
AutoCAD SHX Text
B I T U M I N O U S
AutoCAD SHX Text
B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
BITUMINOUS BASKETBALL COURT
AutoCAD SHX Text
WOOD CHIP PLAYGROUND
AutoCAD SHX Text
RUBBER MAT PLAY AREA
AutoCAD SHX Text
PICNIC TABLES
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
STATUE
AutoCAD SHX Text
BACKSTOP
AutoCAD SHX Text
Scandia Trail North
AutoCAD SHX Text
State Highway No. 97
AutoCAD SHX Text
Scandia Elementary School 14351 Scandia Trail North
AutoCAD SHX Text
G R A V E L
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
SEPTIC SYSTEM
AutoCAD SHX Text
G R A V E L
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
G R A V E L
AutoCAD SHX Text
SPILLWAY
AutoCAD SHX Text
SPILLWAY
AutoCAD SHX Text
BLEACHERS
AutoCAD SHX Text
BLEACHERS
AutoCAD SHX Text
BUS STALLS
AutoCAD SHX Text
DRAINTILE
AutoCAD SHX Text
8"PVC DRAINTILE
AutoCAD SHX Text
B I T U M I N O U S
AutoCAD SHX Text
STATUE
AutoCAD SHX Text
Scandia Elementary School 14351 Scandia Trail North
AutoCAD SHX Text
BLEACHERS
AutoCAD SHX Text
BUS STALLS
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
40
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0
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80
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TOLL FREE: 1-800-252-1166
AutoCAD SHX Text
TWIN CITY AREA: 651-454-0002
AutoCAD SHX Text
CALL BEFORE YOU DIG!
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/19/2017 5:40:14 PM
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10/16/2017
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
10/16/17
1 ADDENDUM 2 11/9/2017
2 ADDENDUM 3 11/22/2017
CIVIL DETAILS
C9
CIV
IL D
ETA
ILS
OUTLET
48" TO 72"
12" MIN.
DOGHOUSES SHALL BE GROUTED
BOTH ON THE INSIDE AND
OUTSIDE OF THE STRUCTURE.
PRECAST MANHOLE
SECTIONS
PROVIDE
1
4
" PLATE
WITH LOCKING
CLASP &
1
2
" PAD
LOCK HOLE.
C
NORMAL
WATER
ELEVATION
PIPE SIZE
WILL VARY
GALVANIZED GRATE
(SPLIT) 4"X4" OPENINGS
OUTLET CONTROL
STRUCTURE -
WEIR/ORIFICE
INLET
PRECAST BASE SLAB
INLET
ELEVATION
A
HIGH WATER LEVEL -
(EMERGENCY OVERFLOW)
D
1
4
B
1 1029.30
OUTLET CONTROL STRUCTURE ELEVATION TABLE
1026.22 1026.22 1033.80
OCS NO. A B C D
E
TOP OF WEIR
ELEVATION
WEIR TO BE REINFORCED WITH AT
LEAST #4 REBAR, 12" ON CENTER.
1033.70
E
ORIFICE OPENING SIZE - F
INVERT ELEVATION - G
F G
WEIR/ORIFICE
E
TOP OF WEIR
ELEVATION
48"
H
H
DRAWN 2/2016
LOUCKS PLATE NO.
4318
LOUCKS
6"Hx15"L 1032.00
ORIFICE OPENING
SIZE - F
INVERT
ELEVATION - G
CONSTRUCTION SEQUENCING
1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING ORENTERING THE PRACTICE DURING CONSTRUCTION.
2. ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS.
3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.
4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE.
5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVEROVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING.
6. PERFORM ALL OTHER SITE IMPROVEMENTS.
7. SEED AND MULCH ALL AREAS AFTER DISTURBANCE.
8. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.
9. IMPLEMENT TEMPORARY AND PERMANATE EROSION CONTROL PRACTICES.
10. PLANT AND MULCH BIORETENTION DEVICE.
11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED.
GENERAL NOTES
1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BEREMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION.
2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTIONOF UNDERLYING SOILS.
3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED.
SEE LANDSCAPE INSTALLATION NOTE ON
SHEET L2
1
1
2
3'x4' CONCRETE SPLASH BOX
DRAWN 11/2017
LOUCKS PLATE NO.
CUSTOM 5
LOUCKS
CLASSROOM121
CLASSROOM119
CLASSROOM125
CLASSROOM116
CLASSROOM126
CLASSROOM115
CLASSROOM127
CLASSROOM114
CLASSROOM128 CLASSROOM
113
CLASSROOM129
CLASSROOM112
COPY122
MECH124
WORK123
CORRIDOR111
GIRLS117
BOYS118
JAN118A
STOR117A
8'TACKSTRIPS
6'TACKSTRIPS
3'x4'CORK
BOARD
6'WB
SMARTBOARD
NIC
6'WB
6'TACKSTRIPS
8'TACKSTRIPS
3'x4'CORK
BOARD
HOOKTWOAT
9'-4"L28
TOTALVB1
P1VCT1
T2
P4 WC1
HOOKTWOAT
10'-0"L30
TOTAL
HOOKTWOAT
10'-0"L30
TOTAL
HOOKTWOAT
10'-0"L30
TOTAL
HOOKTWOAT
10'-0"L30
TOTAL
P9
VCT2
VB2
CPT1
VB1
P1VCT1 VCT2
3'x4'CORK
BOARD
3'x4'CORK
BOARD
6'WB
6'WB
4'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS
VB1
P1VCT1 VCT2
P4 WC1T1T1
TYPICAL FOR ALLCLASSROOMS W/VCT1& VCT2 LABELS
P4 WC1
VB1P1
VCT1
VCT2
8'WHITEBOARD 8'
WHITEBOARD
3'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS
4'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS
6'WB
6'WB
3'x4'CORK
BOARD
P4 WC1
VB1
P1VCT1 VCT2
VB1
P1VCT1 VCT2
T4
T4
T1
T1
T1
CT1-3
PT1
P7
LVT1 T3
PT1
PT1
CT1-3P7
CT1-3P7
PT1P7
PT1
FRPPP7
CT1-3 P7
P4 WC1
P4 WC1
6'WB
6'WB
4'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS
3'x4'CORK
BOARD
VB1
P1VCT1 VCT2
3'x4'CORK
BOARD
6'TACKSTRIPS
4'TACKSTRIPS
4'TACKSTRIPS
6'WB
6'WB
P4 WC1
T1
T16'
WB6'
WB
4'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS3'x4'
CORKBOARD
P4 WC1
VB1
P1VCT1 VCT2
T1
T1P4 WC1
VB1
P1VCT1 VCT2
3'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS
6'WB
6'WB
3'x4'CORK
BOARD
P4 WC1
3'x4'CORK
BOARD
6'WB
6'WB
3'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPSVB1
P1VCT1 VCT2
T1
T1
VB1
P1VCT1 VCT2
VB1
P1VCT1 VCT2
T1
4'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS
8'WHITEBOARD
8'WHITEBOARD
3'x4'CORK
BOARD
6'WB
6'WB
4'TACKSTRIPS
6'TACKSTRIPS
4'TACKSTRIPS
3'x4'CORK
BOARD
P4 WC1
P4 WC1
TYP
TYP
6'WB SMART
BOARDNIC
6'WB
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
SMARTBOARD
NIC
VB1CPT1
5' -
0"
LVT1
LVT2
LVT2
LVT1
VB1
LVT2
LVT1
LVT2LVT1
desk
desk
desk
desk
desk
desk
desk
desk
desk
desk
desk
desk
P4
P4CT4
CT4
ALTERNATE 1
desk desk
desk
desk
desk
desk
desk
desk
desk
desk
desk
desk
* *
*
*
*
*
*
*
*
*
*
*
P9
P9
28' -
6"
4' -
6"
49' -
6"
4' -
6"
49' -
6"
4' -
6"
EQ1' - 6"
EQ
P9
WP1WP1
PATCH BRICK TO MATCH EXIST
VEST120
PAINT CMU & PATCHCARPET TO MATCHEXIST ADJACENT
PAINT CMU & PATCHCARPET TO MATCHEXIST ADJACENT
FINISH PLAN KEY & NOTES; EQUIPMENT NOTES:
XXX
XXX
INDICATES FLOOR & BASE FINISH (UNLESS NOTED OTHERWISE, TAG IS FORENTIRE ROOM)INDICATES WALL FINISH (UNLESS NOTED OTHERWISE, TAG IS FOR ENTIREROOM)
1. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES.
2. FINISHES SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
3. INSTALL APPROPRIATE (JOHNSONITE VINYL OR SCHLUTER) TRANSITION STRIPS ANDTHRESHOLDS AT FLOORING MATERIAL TRANSITIONS AS LISTED BELOW. FLOORINGINSTALLER SHALL SUPPLY TRANSITION SPECIFICATIONS TO ARCHITECT FOR APPROVAL.
T1: LVT TO VCT - JOHNSONITE CTA, COLOR 63 BURNT UMBERT2: CPT TO LVT/VCT/SEALED CONCRETE - JOHNSONITE CTA, COLOR 63 BURNT UMBERT3: LVT/VCT TO PT - SCHLUTER SYSTEMS RENO-U IN STAINLESS STEELT4: NEW FLOORING TO EXIST FLOORING - VERIFY EXISTING CONDITION AND INSTALL
APPROPRIATE TRANSITION
4. PAINT NON PREFINISHED GRILLES TO MATCH WALL COLOR. PATCH AND PAINT WALLSWHERE EXISTING SIGNS, LIGHTS, ALARMS, ETC HAVE BEEN REMOVED FROM WALLS.PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH WALL COLOR.
5. PREPARE EXISTING GLAZED CMU AS REQD TO RECEIVE NEW PAINT FINISH. REPAIR ORREPLACE DAMAGED GROUT.
6. PAINT ALL EXPOSED FACES OF SOFFITS & BULKHEADS TO MATCH THE ADJACENTWALL COLOR.
7. PROVIDE QUANTITY OF MAINTENANCE MATERIALS IDENTIFIED IN SPECIFICATION.
8. NEW FINISHES SHALL CONTINUE BEHIND/UNDER FURNITURE & FIXTURES UNO.
9. SUPPLY & INSTALL EXTRUDED CORNER GUARDS ON ALL EXTERIOR CORNERS OFINTERIOR GBD WALLS IN CORRIDORS (WALLS WITH TILE SHALL HAVE SCHLUTER STRIP) -INSTALL ABOVE VINYL BASE. SEE INTERIOR FINISH SCHEDULE.
10. SEE SPECIFICATION FOR BULLETIN BOARDS, WHITE BOARDS AND TACK STRIPS. SEEFINISH PLAN FOR SIZES AND LOCATIONS.
11. REMOVE AND REINSTALL EXISTING TACK STRIPS AND BULLETIN BOARDS INCORRIDORS. COORDINATE NEW LOCATIONS WITH OWNER. REINSTALL TEACHER CASE &PROGRAM OF INQUIRY AS SHOWN ON FINISH PLAN.
12. PATCH ALL EXISTING WALLS WHERE SMARTBOARDS, WHITEBOARDS, EQUIPMENT ETC.ARE REMOVED AND NOT REINSTALLED. PREPARE WALLS AS REQD TO RECEIVE NEWFINISH.
13. CUBBY COLORS SHALL BE DEBOURGH MFG. CO., COLOR SMOKE. PROVIDED &INSTALLED BY HALDEMAN-HOMME UNDER CONTRACT DIRECTLY WITH THE OWNER.SHOWN FOR COORDINATION PURPOSES ONLY.
14. PROVIDE VERSASHIELD MBX OVER EXISTING/PATCHED SLABS TO RECEIVE NEWCARPET, LUXURY VINYL TILE AND VINYL COMPOSITION TILE. PORCELAIN TILE ONEXISTING/PATCHED SLABS TO BE INSTALLED OVER ARDEX OR TEC SYSTEM (07 2619). ALLNEW FLOOR FINISHES ON NEW CONCRETE SLABS TO BE INSTALLED OVER NEW CONCRETEWITH BARRIER ONE AND UNDERSLAB VAPOR RETARDER (03 3000).
15. SIGNAGE SHALL BE SUPPLIED BY FOURTH DIMENSION - NON-GLARE ACRYLIC SUB-SURFACE PAINTED AKZO NOBEL # SIGN80071 GRAY; RAISED TEXT & SYMBOL 1/32" ADAALTERNATIVE ROWMARK 311-305 LIGHT GREY; ARIAL BOLD; MOUNT WITH FOAM TAPEAND SILASTIC SILICONE ADHESIVE GLASS MOUNTED BACKER. SEE SHEET A901 FORSCHEDULE AND DETAILS. NOTE: WHEN INSTALLED ON GLASS, BACKER SHALL BE ON THESAME SIDE OF THE GLASS AS THE SIGN.
16. FURNITURE AND EQUIPMENT ARE INDICATED BY DASHED LINES. THEY ARE BY OWNERAND ARE SHOWN FOR COORDINATION PURPOSES ONLY. DESKS SHOWN AND LABELEDWITH AN * INDICATES SMART BOARD CONNECTION LOCATIONS.
17. ELECTRICAL DEVICE COLORS SHALL BE WHITE.
1
CERAMIC TILE;SEE FINISH PLAN
5/8" CEMENTBOARD BACKER
WALL - SEE FLOORPLAN FOR TYPE
SCHLUTER 1
WALL - SEE FLOORPLAN FOR TYPE
5/8" CEMENTBOARD BACKER CERAMIC TILE;
SEE FINISH PLAN
ALUMINUM EXTRUSION
1/4"
WALL COVERING
FEATHER WITH DRYWALLCOMPOUND TO ASSURE ASMOOTH TRANSITION TOJCAP
MECHANICALLY FASTEN ALUMINUMEXTRUSION WITH SELF-TAPPINGDRYWALL SCREWS
WALL TILE
SCHLUTER 2
SUBSTRATE - WALLAS SCHEDULED
GROUT
LUXURY VINYL TILE
CERAMIC TILE;SEE FINISH PLAN
5/8" CEMENTBOARD BACKER
WALL - SEE FLOORPLAN FOR TYPE
SCHLUTER 1
WALL - SEE FLOORPLAN FOR TYPE
5/8" HIGH IMPACTGYPSUM BOARD
EQUIPMENT PLATFORM NOTE:
EQUIPMENT PLATFORM ROOM 201 SHALL HAVE FLUID APPLIED FLOORINGON CONCRETE FLOORS AND INTEGRAL 8" HIGH BASE. SEE FLOORINGASSEMBLY DETAIL 3/A415.
I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME
OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED ARCHITECT UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DATE: REG. NO.:
Marc R. DuBois
44898
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
BID SET
THE DESIGNS AND PLANS INDICATED ON THIS DRAWINGARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER &ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO
DESIGNS OF PLANS SHALL BE USED OR REPRODUCED INANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN
PERMISSION OF KRECH, O'BRIEN, MUELLER &ASSOCIATES, INC.
11/2
0/20
17 3
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NORTH
KEY PLANNOT TO SCALE
A
B
C
1/8" = 1'-0"1 FINISH PLAN - AREA A
INTERIOR FINISH SCHEDULE
LEGENDCODE ITEM MANUFACTURER MODEL LOCATION COMMENTS
ACT1 ACOUSTICAL CEILING TILE ARMSTRONG SCHOOL ZONE FINE FISSURED TYPICAL NEW CEILINGS; UNLESS NOTED OTHERWISE 24" x 24" SQUARE LAY-IN WITH 15/16" PRELUDE SUSPENSION SYSTEM; WHITEACT2 ACOUSTICAL CEILING TILE USG SHEETROCK LAY-IN CEILING PANEL
CLIMAPLUS VINYLKITCHEN AND NEW RESTROOMS CEILING TILE; UNLESS NOTEDOTHERWISE
24" x 24" SQUARE LAY-IN WITH DONN DX GRID & HOLD DOWN CLIPS.
SEE FINISH PLAN - COORDINATE EXACT LOCATION WITH OWNER TWO 4'-0" WIDE x 3'-0" HIGH
CC1 CUBICLE CURTAIN MAHARAM SIDESTEP 511460 IN 009 HORIZON NURSES OFFICE SEE SPECIFICATIONCPT1 CARPET TILE MANNINGTON LIASON COLLECTION - RUFFIAN II EBONY
EARTH #1506SEE FINISH PLAN CARPET ENTRYWAY SYSTEM = 24" x 24" MODULAR - QUARTER TURN INSTALLATION
CPT2 CARPET TILE MANNINGTON CLOSE KNIT II, ST. CROIX 3411 SEE FINISH PLAN 24" x 24" MODULAR - QUARTER TURN INSTALLATIONCPT3 CARPET TILE MANNINGTON CARTHAGE LEGACY BALSAM 35088 SEE FINISH PLAN 24" x 24" MODULAR - MONOLITHIC INSTALLATIONCT1 CERAMIC TILE AMERICAN OLEAN 0091 GLOSS BISCUIT SEE FINISH PLAN & INTERIOR ELEVATIONS 4 1/4" x 4 1/4" FIELD TILE; TRIM PIECES AT EDGES AND CORNERS; GROUT - CUSTOM
BUILDING PRODUCTS CEG-1G 100% SOLIDS INDUSTRIAL GRADE EPOXY, COLOR #386OYSTER GRAY
CT1 -BULLNOSE
CERAMIC TILE AMERICAN OLEAN 0091 GLOSS BISCUIT SEE INTERIOR ELEVATIONS 4 1/4" x 4 1/4" BULLNOSE TILE; TRIM PIECES AT EDGES AND CORNERS; GROUT -CUSTOM BUILDING PRODUCTS CEG-1G 100% SOLIDS INDUSTRIAL GRADE EPOXY, COLOR#386 OYSTER GRAY
CT2 CERAMIC TILE AMERICAN OLEAN 0049 GLOSS BLACK BASE - SEE FINISH PLAN & INTERIOR ELEVATIONS 4 1/4" X 4 1/4" COVE BASE; TRIM PIECES AT EDGES AND CORNERS; GROUT - CUSTOMBUILDING PRODUCTS CEG-1G 100% SOLIDS INDUSTRIAL GRADE EPOXY, COLOR #386OYSTER GRAY
CT3 CERAMIC TILE AMERICAN OLEAN 0040 STORM GRAY ACCENT - SEE FINISH PLAN & INTERIOR ELEVATIONS 4 1/4" X 4 1/4" ACCENT TILE; GROUT - CUSTOM BUILDING PRODUCTS CEG-1G 100%SOLIDS INDUSTRIAL GRADE EPOXY, COLOR #386 OYSTER GRAY
CT4 CERAMIC TILE AMERICAN OLEAN URBAN CANVAS 0004 MATTE LIGHT SMOKE WAINSCOT AT DRINKING FOUNTAINS - SEE ELEVATIONS AND FINISHPLAN
4 1/4" x 8 1/2" TILE; STACK BOND; BULLNOSE & TRIM PIECES; GROUT - CUSTOMBUILDING PRODUCTS CEG-1G 100% SOLIDS INDUSTRIAL GRADE EPOXY, COLOR TOMATCH TILE BODY
ER1 EPOXY RESIN SEE SPEC BLACK COUNTERTOPS IN ART/SCIENCE #109 3/4" SOLID EPOXY RESIN WITH BACKSPLASHFRPP FIBERGLASS REINFORCED
PLASTIC PANELSEE SPEC WHITE AT MOP SINK IN JANITORS - SEE FINISH PLANS 4'-0" HIGH; TRIM PIECES AT EDGES, ENDS AND TOPS OF PANELS
SYSTEMHANG SAFE HOOKS VIBRANT RACKS: HOOKS AT 8" SPACING;
MOUNTING BOARD SHALL BE SLATE GREYSEE FINISH PLAN FOR LENGTHS AND LOCATIONS PROVIDE MOUNTING HARDWARE FOR ALL TYPES OF WALLS; FOLLOW MANUFACTURER'S
INSTRUCTIONS FOR INSTALLATION; PROVIDE BLOCKING IN WALLS AS REQDLVT1 LUXURY VINYL TILE MANNINGTON NATURE'S PATHS VENA - DURANGO CORRIDORS & NURSE'S OFFICE - SEE FINISH PLAN 18" x 18" TILE; INSTALL WITH PATTERN GOING IN THE SAME DIRECTION, THE LENGTH
OF THE ROOMLVT2 LUXURY VINYL TILE MANNINGTON NATURE'S PATHS VENA - SIVAS ART/SCIENCE ROOM & CORRIDORS ACCENT - SEE FINISH PLAN 18" x 18" TILE; INSTALL WITH PATTERN GOING IN THE SAME DIRECTION, THE LENGTH
OF THE ROOMLVT3 LUXURY VINYL TILE MANNINGTON AMTICO NAPOLI AROACF75 (YELLOW) STAR AT ENTRANCE (OUTSIDE OF VESTIBULE 100) 18" x 18" TILE; LASER CUT CUSTOM GRAPHICS; ARCHITECT TO SUPPLY CAD DRAWING;
40 MIL WEAR LAYERLVT4 LUXURY VINYL TILE MANNINGTON AMTICO STRIA VOLCANIC AROSMS42 BACKGROUND OF GRAPHICS AT ENTRANCE 18" x 18" TILE; LASER CUT CUSTOM GRAPHICS - BACKGROUND; 40 MIL WEAR LAYERLVT5 LUXURY VINYL TILE MANNINGTON AMTICO PARIS AROACF92 (BLUE) TEXT AT ENTRANCE (OUTSIDE OF VESTIBULE 100) 18" x 18" TILE; LASER CUT CUSTOM GRAPHICS; FONT SHALL BE COMIC SANS; SIZE TO
BE VERIFIED IN FIELD; 40 MIL WEAR LAYERP1 PAINT SHERWIN WILLIAMS EXTRA WHITE #SW 7006 SEE FINISH PLAN (CLASSROOMS) EPOXY WITH EGGSHELL FINISHP2 PAINT SHERWIN WILLIAMS REPOSE GRAY #SW 7015 SEE FINISH PLAN (CORRIDORS, OFFICES, ETC) EPOXY WITH EGGSHELL FINISHP3 PAINT SHERWIN WILLIAMS URBANE BRONZE #SW 7048 DOOR FRAMES, VENTING ABOVE DOORS (SEE DOOR SCHEDULE); STEEL
STAIR STRINGER, HANDRAILS & GUARDRAILSDOOR FRAMES SHALL HAVE A SEMI-GLOSS FINISH
P4 PAINT SHERWIN WILLIAMS SW 6959 BLUE CHIP SEE FINISH PLAN (ACCENT COLOR) EPOXY WITH EGGSHELL FINISHP5 PAINT SHERWIN WILLIAMS SW 6901 DAFFODIL SEE FINISH PLAN (ACCENT COLOR) EPOXY WITH EGGSHELL FINISHP6 PAINT SHERWIN WILLIAMS CEILING BRIGHT WHITE #SW 7007 SOFFITS, CEILINGS, EXPOSED STRUCTURE & DECK, DUCTS UNO FLAT FINISH ON GBD SOFFITS AND CEILINGS; TNEMEC ON EXPOSED STRUCTURE &
DECK, DUCTSP7 PAINT PPG 1007-3 GHOST WRITER RESTROOMS EPOXY WITH EGGSHELL FINISHP8 PAINT SHERWIN WILLIAMS SW 7650 ELLIE GRAY EXTERIOR HOLLOW METAL DOORS AND FRAMES (BOTH FACES) - SEE
DOOR SCHEDULESEE SPECIFICATION
P9 PAINT SCUFFMASTER SCRUBTOUGH TO MATCH REPOSE GRAY#SW 7015
CORRIDORS - SEE FINISH PLAN SEE SPECIFICATION
PL1 PLASTIC LAMINATE WILSONART HARVEST MAPLE #7953-38 LAMINATE DOOR FINISH & ALL VERTICAL SURFACES SEE INTERIOR ELEVATIONSPL2 PLASTIC LAMINATE NEVAMAR STUDIO WHITE MATRIX #MR7001T COUNTERTOPS IN CLASSROOMS UNLESS NOTED OTHERWISE SEE INTERIOR ELEVATIONSPL3 PLASTIC LAMINATE WILSONART KALAHARI TOPAZ #4588-60 COUNTERTOPS IN OFFICE AREA SEE INTERIOR ELEVATIONSPL4 PLASTIC LAMINATE WILSONART NAVY LEGACY #4651-60 TRANSACTION TOP IN RECEPTION SEE INTERIOR ELEVATIONSPT1 PORCELAIN TILE CROSSVILLE COLOR BLOX - SLINKY #1103 RESTROOM FLOORS - SEE FINISH PLANS 6" x 6" TILE (RBC TILE & STONE); GROUT - CUSTOM BUILDING PRODUCTS CEG-1G 100%
SOLIDS INDUSTRIAL GRADE EPOXY GROUT, NATURAL GRAY #9SC1 CONCRETE FINISH SEE SPEC SEE SPEC SEE FINISH PLANSCHLUTER 1 FINISHING & EDGE
PROTECTION PROFILESCHLUTER SYSTEMS RONDEC IN STAINLESS STEEL ALL OUTSIDE CORNERS OF TILED WALLS ACCESSORIES AT CORNERS AND ENDS
SCHLUTER 2 COVE-SHAPED PROFILE SCHLUTER SYSTEMS DILEX-AHKA WHERE CT4 MEETS LUXURY VINYL TILE ACCESSORIES AT CORNERS AND ENDSSS1 SOLID SURFACE CORIAN SILVER GRAY WINDOW SILLS SOLID SURFACE SILLS AT ALL NEW WINDOWS - SEE DETAILS ON SHEET A706SS2 SOLID SURFACE TERREAN STONE CREEK BRADLEY WASH FOUNTAINSVB1 VINYL BASE MANNINGTON 4" HIGH, SYNC BARK #904 USE STRAIGHT BASE AT CARPET, COVE BASE AT HARD SURFACES DO NOT INSTALL VINYL BASE OVER CERAMIC TILE (CT4)VCT1 VINYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE 51911 CLASSIC WHITE SEE FINISH PLAN 12" x 12"; APPLY A MIN 2 COATS HIGH QUALITY CROSS LINKED ACRYLIC FLOOR POLISHVCT2 VINYL COMPOSITION TILE ARMSTRONG IMPERIAL TEXTURE 51916 DUTCH DELFT ACCENT; APPROX 5% OF TILE IN ROOM; SEE FINISH PLAN CLASSROOM
116 FOR TYPICAL LAYOUT12" x 12"; APPLY A MIN 2 COATS HIGH QUALITY CROSS LINKED ACRYLIC FLOOR POLISH
WC1 WALL COVERING - MAGNETICWRITABLE DRY ERASE
KOROSEAL WALLTALKERS MAG-RITE, WHITE #M248 SEE FINISH PLAN AND ELEVATION 48" WIDE, WITH JCAP WHITE ALUMINUM TRIM - SEE DETAIL 5/A800; ALL WALLSRECEIVING WC1 SHALL HAVE A LEVEL 5 FINISH; WHERE WC1 ENDS AT AN OPENING,RUN J-CAP VERTICALLY AND MITRE CORNER
WP1 WALL PROTECTION - CORNERGUARDS
KOROSEAL KOROGARD WALL PROTECTION G815, FOG SEE FINISH PLAN 1 1/2" WINGS; 4'-0" HIGH
Motor HP / BHP (per fan) 20 16.4 EWT/LWT °F (35% EG) 44.0 60.0
Fan RPM @ Design SA
1950 GPM 238
Min Static Efficiency
80.0%Water Velocity (ft/sec) 4.1
Volts/Hz/Phase 480/60/3 Max Water Press Drop (Ft H2O) 21.2
VFD One for Each Fan Sensible Capacity (MBH) 1028
Starter VFDs Total Capacity (MBH) 1644
Disconnect
Integral to VFDs
Rows 10
Filtration
Glycol Pre-Heat Water Coils
4" AHU Primary Filters85%, MERV 13
CFM 36000
Heating Capacity MBH
1361
Energy Recovery Unit
EAT/LAT (°F) 30.0 65.0
OA Exh
Face Velocity (FPM) 500
CFM
15,500 10,500
Air DP (inH
2
O) 0.11
HX Air DP (inH
2
O) 0.77 0.65
GPM 60
Summer EAT DB/WB °F 88/72 77/65
Water Pressure Drop (Ft H
2
O) 15.3
Summer LAT DB/WB °F 81.4/68.1 86.5/70.9
Water Velocity (ft/sec) 4.0 ± 0.5
Winter EAT °F -15 70
EWT/LWT °F (35% EG) 150.0 100.0
Winter LAT °F 19 20
Rows 2
Sensible Effectivness 67%
2" Pre-Filters (Ret & Exh) MERV 8
Unit Discharge Sound Power (MAX)
Wheel Motor HP 1/2
Octave Band dB Outlet LwA
Wheel Starter/Disconnect
63 Hz 84
125 Hz 82
Exhaust Fans (Two) Direct Drive Plenum
250 Hz 84
Air Flow (CFM, per fan) 5250
500 Hz 83
ESP / TSP (inH
2
O) 1 2.7
1000 Hz 86
Motor HP / BHP (per fan) 5 3.7
2k Hz 83
Volts/Hz/Phase 480/60/3
4k Hz 80
Starter/Disconnect VFD w/integral Disc by
Unit Mfgr
8k Hz 72
RFU-1
OA Fans (Two) Direct Drive Plenum
Number of Fans 2
Air Flow (CFM, per fan) 7750
Fan Type
Plenum
ESP / TSP (inH
2
O) 1 3.3
Drive Type
Direct
Motor HP / BHP (per fan) 7.5 6.9
Air Flow (CFM, per fan)
18,000
Volts/Hz/Phase 480/60/3
ESP / TSP (inH
2
O) 1.6 2.0
Starter/Disconnect VFD w/integral Disc by
Unit Mfgr
Motor HP / BHP (per fan) 10
Fan RPM @ Design SA
1950
Volts/Hz/Phase 480/60/3
VFD One for Both Fans
Disconnect
Integral to VFDs
ERU-1
AHU-2
Service: Admin, Kindergarten & Pre-K
Type:
Indoor AHU
Control Type:
VAV w/ Zone Re-Heat
Min OA for Ventilation
2,730
CFM
Supply Fan
Glycol Chilled Water Coil
Fan Type
Direct Drive Plenum with
Accoustic Diffuser
CFM 7600
EAT DB/WB (°F) 81.0 67.0
Fan Make & Model TCF EPFN-D
LAT DB/WB (°F) 55.0 54.0
Air Flow (CFM, per fan)
7,600
Face Velocity (FPM) 475
ESP / TSP (inH
2
O) 3 6.70
Air DP (inH
2
O) - CW Coil 0.91
Motor HP / BHP (per fan) 15 10.1
EWT/LWT °F (35% EG) 44.0 60.0
Fan RPM @ Design SA
2124
GPM 40
Volts/Hz/Phase 480/60/3
Water Velocity (ft/sec) 3.0
Starter
VFD w/ Integral Disc
Max Water Press Drop (Ft H2O) 15.0
Sensible Capacity (MBH) 198
Filtration
Total Capacity (MBH) 292
2" Pre Filters 30% (MERV 8)
Rows 8
4" Primary Filters
85% (MERV 13)
Glycol Pre-Heat Hot Water Coil
Return Fan
CFM 7600
Fan TypeDirect Drive Plenum
Heating Capacity MBH
246
Fan Make & Model TCFN EPFN-D
EAT/LAT (°F) 35.0 65.0
Air Flow (CFM, per fan)
7,600
Face Velocity (FPM) 475
ESP / TSP (inH
2
O) 2 3.1
Max Air DP (inH
2
O) 0.10
Motor HP / BHP (per fan) 7.5 5.2
GPM 12.0
Fan RPM @ Design SA
1640
Max Water Press Drop (Ft H
2
O) 13.0
Volts/Hz/Phase 480/60/3
Water Velocity (ft/sec) 3.5 ± 0.5
Starter
VFD w/ Integral Disc
EWT/LWT °F (35% E.G.) 150.0 100.0
Rows 2
VFD w/integral Disc by
Unit Mfgr
9
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PERF LINER
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8.5"
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8.25"
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10.34
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$
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17,000 LBS MAX OPERATING WEIGHT
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SA
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MIN OA
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UNIT
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SPLIT
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UNIT
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SPLIT
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MIN OA
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30x60 MIN OA OPENING
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UNIT
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SPLIT
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UNIT
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SPLIT
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PERF LINER
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38x62 TAMCO 9000 INSULATED ECON OA DAMPER
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60x60 TAMCO 1500 RA DAMPER
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RA & ECON OA
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110x38 SA OPENING
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2" PRE-FILTER RACK 4" MAIN FILTER RACK
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HEATING COILS/CONNECTIONS
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CHILLED WATER COILS/CONNECTIONS
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SUPPLY FANS (3) FURNISH WITH SERVICE BLANK-OFF
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FAN WIRING J-BOXES
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LIGHT SWITCH & CONVENIENCE OUTLET
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10" BASERAIL
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ACCESS DOOR WITH WINDOW (TYP)
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LED LIGHT (TYP)
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CONDENSATE DRAIN PAN NIPPLE
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$
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6000 LBS
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BACKDRAFT DAMPER (TYP)
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RA
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RA
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ECON RELIEF
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RA
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TAMCO 9000 65x38 RELIEF AIR DAMPER
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68X38 RA DISCHARGE OPENING
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88X46 RA INTAKE OPENING
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6" BASERAIL
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62.75
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13
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$
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JBOX
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JBOX
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JBOX
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JBOX
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11,000 LBS MAX OPERATING WEIGHT
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FILTERS
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FILTERS
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MIN OA
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EXH
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TAMCO 9000 50x27 EXH DAMPER
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TAMCO 9000 INSULATED 72x26 OA DAMPER
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TANDEM EXHAUST FANS (2)
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TANDEM OA FANS (2)
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32x56 MIN OA DISCHARGE OPENING
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MIN OA
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TOTAL ENERGY WHEEL
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RA
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RA
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50x26 RA OPENING
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6" BASERAIL
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ACCESS DOOR WITH WINDOW (TYP)
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LED LIGHT (TYP)
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BACKDRAFT DAMPER (TYP)
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24x36 SA OPENING
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36x26 OA DAMPER
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36x26 RELIEF DAMPER
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20x52 RA OPENING
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6" BASERAIL
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RETURN FAN
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SUPPLY FAN
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PERF LINER
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36x26 RA DAMPER
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PRE & MAIN FILTERS
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CHILLED WATER COIL/CONNECTIONS
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RA
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EA
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OA
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SA
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7" TO INVERT OF COND DRAIN
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6500 LBS MAX OPERATING WEIGHT
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HOT WATER COIL/CONNECTIONS
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CONDENSATE DRAIN PAN NIPPLE
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10/16/2017
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45471
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SCALE: 1/4" = 1'-0"
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AHU-1 DETAILS & ELEVATION
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1
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M802
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SCALE: 1/4" = 1'-0"
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RFU-1 DETAILS & ELEVATION
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3
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M802
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SCALE: 1/4" = 1'-0"
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ERU-1 DETAILS & ELEVATION
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2
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M802
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SCALE: 1/4" = 1'-0"
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AHU-2 DETAILS & ELEVATION
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4
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M802
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FACTORY WIRING: FAN MOTORS SHALL BE FACTORY WIRED IN PAIRS TO A JUNCTION BOX ON THE UNIT CASING FOR FIELD INSTALLATION AND CONTROL OF FANS IN PAIRS BY FIELD PROVIDED VFDS.