eastsound sewer and water district … · eastsound sewer and water district addendum no.2 wwtp...
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EASTSOUND SEWER AND WATER DISTRICT ADDENDUM NO.2WWTP FLOW SPLITTER PROJECT PAGE 1-1
EASTSOUND SEWER AND WATER DISTRICTWWTP FLOW SPLITTER
ADDENDUM NO. 2 [3 page total]Issue Date: December 20, 2017
General: Recitations of each and every section of the bid documents impacted by this addendum are not given. The described changes impact all relevant portions of the bid documents whether specifically cited below or not.
GENERAL CONTRACT CLARIFICATIONS:
DRAWINGS:
SHEET C3.2 – SITE PLAN - ADD NOTE TO DRAWING:
NOTES:
1. Contractor shall remove and re-install existing fence along east property boundary as needed for construction access. Removal and re-installation of existing fence shall be incidental to the project base bid. If existing fence is damaged as determined by the Owner, contractor shall install new fence per Extra Work item #4 and spec section 02830.
SHEET S1.3 – STRUCTURAL DETAILS – Detail 3 – Detail revised to show aluminum curb angle.
SHEET S1.4 – STRUCTURAL DETAILS – Sheet added to show additional details.
SPECIFICATIONS:
SECTION 02315 – TRENCH EXCAVATION AND BACKFILL - REVISE SECTION 3.04 A TO READ: Trench backfill material shall comply with the most recent version of the WSDOTStandard Specifications, Section 9-03.19 — Bank Run Gravel for Trench Backfill.
SECTION 02830 – CHAIN LINK FENCES AND GATES - REVISE DESCRIPTION OF WORK TO READ: Work in this section consists of furnishing all labor, materials, and incidentals necessary to erect all 6-foot high galvanized chain-link fence as necessary in the event damage occurs to the existing fence as determined by the Owner. Re-installation to provide a rigid, taut fence closely conforming to the surface of the ground.
***END OF ADDENDUM NO. 2***
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1312BID SET
CORNER DETAIL1
1'-0"0
3" 9"
6"
DETAIL AT BOTTOM OF CONCRETE BASIN2
1'-0"0
3" 9"
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TOP OF WALL DETAIL3
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DETAIL @ WEIR4
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3" 9"
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W:\2016\2016-152 EASTSOUND WWTP HEADWORKS FLOW SPLITTER\DWG\16152 S1.1-S1.2 - STRUCTUR.AL.DWG - 12/20/2017 2:40 PM - Ria Nickerson - 12/20/2017 2:40 PM - Ria Nickerson12/20/2017 2:40 PM - Ria Nickerson - Ria NickersonRia Nickerson
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8 0 5 D U P O N T S T R E E T
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B E L L I N G H A M, W A 9 8 2 2 5
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(360) 733-6100 FAX (360) 647-9061
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www.wilsonengineering.com
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W I L S O N E N G I N E E R I N G , L L C
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NO.
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REVISIONS
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DATE
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SEE 4/S1.3
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SEE 2/S1.2
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DOWELS @ 16" O.C.
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#5 @ 12" O.C.
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DRAWING NOTE DENOTES EXISTING CONCRETE ALL ELSE IS NEW, UNLESS NOTED OTHERWISE
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SEE 3/S1.3
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ROUGHEN PER STRUCTURAL NOTES
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ROUGHEN PER STRUCTURAL NOTES
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DOWEL W/#4 @ 16" O.C., TYP THIS DETAIL
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#4 CONTINUOUS EACH CORNER
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NOTE: CIVIL ENGINEERING BY SCOTT WILSON. STRUCTURAL ENGINEERING BY CHARLES WAUGH.
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#5 @ 12" O.C., ALTERNATE DIRECTION OF HOOKS
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TOP OF WALL PER MECHANICAL
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STRUCTURAL NOTES BUILDING CODE Criteria 1 All construction of buildings and concrete structures is to be in accordance with the minimum All construction of buildings and concrete structures is to be in accordance with the minimum construction of buildings and concrete structures is to be in accordance with the minimum construction of buildings and concrete structures is to be in accordance with the minimum of buildings and concrete structures is to be in accordance with the minimum of buildings and concrete structures is to be in accordance with the minimum buildings and concrete structures is to be in accordance with the minimum buildings and concrete structures is to be in accordance with the minimum and concrete structures is to be in accordance with the minimum and concrete structures is to be in accordance with the minimum concrete structures is to be in accordance with the minimum concrete structures is to be in accordance with the minimum structures is to be in accordance with the minimum structures is to be in accordance with the minimum is to be in accordance with the minimum is to be in accordance with the minimum to be in accordance with the minimum to be in accordance with the minimum be in accordance with the minimum be in accordance with the minimum in accordance with the minimum in accordance with the minimum accordance with the minimum accordance with the minimum with the minimum with the minimum the minimum the minimum minimum minimum provisions of the 2015 International Building Code (IBC), including all referenced standards within the of the 2015 International Building Code (IBC), including all referenced standards within the of the 2015 International Building Code (IBC), including all referenced standards within the the 2015 International Building Code (IBC), including all referenced standards within the the 2015 International Building Code (IBC), including all referenced standards within the 2015 International Building Code (IBC), including all referenced standards within the 2015 International Building Code (IBC), including all referenced standards within the International Building Code (IBC), including all referenced standards within the International Building Code (IBC), including all referenced standards within the Building Code (IBC), including all referenced standards within the Building Code (IBC), including all referenced standards within the Code (IBC), including all referenced standards within the Code (IBC), including all referenced standards within the (IBC), including all referenced standards within the (IBC), including all referenced standards within the including all referenced standards within the including all referenced standards within the all referenced standards within the all referenced standards within the referenced standards within the referenced standards within the standards within the standards within the within the within the the the IBC including ACI-318-08, ACI-350-06, and ASCE / SEI 7-10. Where these plans and including ACI-318-08, ACI-350-06, and ASCE / SEI 7-10. Where these plans and including ACI-318-08, ACI-350-06, and ASCE / SEI 7-10. Where these plans and ACI-318-08, ACI-350-06, and ASCE / SEI 7-10. Where these plans and ACI-318-08, ACI-350-06, and ASCE / SEI 7-10. Where these plans and ACI-350-06, and ASCE / SEI 7-10. Where these plans and ACI-350-06, and ASCE / SEI 7-10. Where these plans and and ASCE / SEI 7-10. Where these plans and and ASCE / SEI 7-10. Where these plans and ASCE / SEI 7-10. Where these plans and ASCE / SEI 7-10. Where these plans and / SEI 7-10. Where these plans and / SEI 7-10. Where these plans and SEI 7-10. Where these plans and SEI 7-10. Where these plans and 7-10. Where these plans and 7-10. Where these plans and Where these plans and Where these plans and Where these plans and these plans and these plans and plans and plans and and and specifications do not state specifically otherwise the provisions of the IBC (with Washington State do not state specifically otherwise the provisions of the IBC (with Washington State do not state specifically otherwise the provisions of the IBC (with Washington State not state specifically otherwise the provisions of the IBC (with Washington State not state specifically otherwise the provisions of the IBC (with Washington State state specifically otherwise the provisions of the IBC (with Washington State state specifically otherwise the provisions of the IBC (with Washington State specifically otherwise the provisions of the IBC (with Washington State specifically otherwise the provisions of the IBC (with Washington State otherwise the provisions of the IBC (with Washington State otherwise the provisions of the IBC (with Washington State the provisions of the IBC (with Washington State the provisions of the IBC (with Washington State provisions of the IBC (with Washington State provisions of the IBC (with Washington State of the IBC (with Washington State of the IBC (with Washington State the IBC (with Washington State the IBC (with Washington State IBC (with Washington State IBC (with Washington State (with Washington State (with Washington State Washington State Washington State State State Building Code amendments) shall apply. 2 There shall be bid alternates for existing concrete repair, per general specifications (front-end There shall be bid alternates for existing concrete repair, per general specifications (front-end There shall be bid alternates for existing concrete repair, per general specifications (front-end shall be bid alternates for existing concrete repair, per general specifications (front-end shall be bid alternates for existing concrete repair, per general specifications (front-end be bid alternates for existing concrete repair, per general specifications (front-end be bid alternates for existing concrete repair, per general specifications (front-end bid alternates for existing concrete repair, per general specifications (front-end bid alternates for existing concrete repair, per general specifications (front-end alternates for existing concrete repair, per general specifications (front-end alternates for existing concrete repair, per general specifications (front-end for existing concrete repair, per general specifications (front-end for existing concrete repair, per general specifications (front-end existing concrete repair, per general specifications (front-end existing concrete repair, per general specifications (front-end concrete repair, per general specifications (front-end concrete repair, per general specifications (front-end repair, per general specifications (front-end repair, per general specifications (front-end per general specifications (front-end per general specifications (front-end general specifications (front-end general specifications (front-end specifications (front-end specifications (front-end (front-end (front-end documents) A. Application of Raven Coat per manufacturers instructions or B. Repair per International Concrete Repair Institute guideline 110.1 - 2016. 3 Structural Design Structural Design Structures detailed on Wilson Engineering drawings (including reinforcement in basins, CMU walls, and detailed on Wilson Engineering drawings (including reinforcement in basins, CMU walls, and detailed on Wilson Engineering drawings (including reinforcement in basins, CMU walls, and on Wilson Engineering drawings (including reinforcement in basins, CMU walls, and on Wilson Engineering drawings (including reinforcement in basins, CMU walls, and Wilson Engineering drawings (including reinforcement in basins, CMU walls, and Wilson Engineering drawings (including reinforcement in basins, CMU walls, and Engineering drawings (including reinforcement in basins, CMU walls, and Engineering drawings (including reinforcement in basins, CMU walls, and drawings (including reinforcement in basins, CMU walls, and drawings (including reinforcement in basins, CMU walls, and (including reinforcement in basins, CMU walls, and (including reinforcement in basins, CMU walls, and reinforcement in basins, CMU walls, and reinforcement in basins, CMU walls, and in basins, CMU walls, and in basins, CMU walls, and basins, CMU walls, and basins, CMU walls, and CMU walls, and CMU walls, and walls, and walls, and and and the like) are the responsibility of the Engineer of Record. The contractor is entitled to rely on the like) are the responsibility of the Engineer of Record. The contractor is entitled to rely on the like) are the responsibility of the Engineer of Record. The contractor is entitled to rely on the are the responsibility of the Engineer of Record. The contractor is entitled to rely on the are the responsibility of the Engineer of Record. The contractor is entitled to rely on the the responsibility of the Engineer of Record. The contractor is entitled to rely on the the responsibility of the Engineer of Record. The contractor is entitled to rely on the responsibility of the Engineer of Record. The contractor is entitled to rely on the responsibility of the Engineer of Record. The contractor is entitled to rely on the of the Engineer of Record. The contractor is entitled to rely on the of the Engineer of Record. The contractor is entitled to rely on the the Engineer of Record. The contractor is entitled to rely on the the Engineer of Record. The contractor is entitled to rely on the Engineer of Record. The contractor is entitled to rely on the Engineer of Record. The contractor is entitled to rely on the of Record. The contractor is entitled to rely on the of Record. The contractor is entitled to rely on the Record. The contractor is entitled to rely on the Record. The contractor is entitled to rely on the The contractor is entitled to rely on the The contractor is entitled to rely on the The contractor is entitled to rely on the contractor is entitled to rely on the contractor is entitled to rely on the is entitled to rely on the is entitled to rely on the entitled to rely on the entitled to rely on the to rely on the to rely on the rely on the rely on the on the on the the the drawings for wall thicknesses, reinforcing, and the like. 4 Loads Loads Ground Snow Load: 30 psf (ASCE / SEI 7-10), roof snow load 20 psf Risk Category IV (Essential Facility) Wind: Seismic: Seismic: 110 MPH (3 second gust, ASCE / SEI 7-10) Site Class D Site Class D SS = 1.40 SDS = 0.93 S = 1.40 SDS = 0.93 = 1.40 SDS = 0.93 SDS = 0.93 DS = 0.93 = 0.93 S1 = 0.51 SD1 = 0.51 1 = 0.51 SD1 = 0.51 = 0.51 SD1 = 0.51 SD1 = 0.51 D1 = 0.51 = 0.51 Lateral earth pressures are based on 55 pcf (restrained at rest conditions). Seismic lateral loads earth pressures are based on 55 pcf (restrained at rest conditions). Seismic lateral loads earth pressures are based on 55 pcf (restrained at rest conditions). Seismic lateral loads pressures are based on 55 pcf (restrained at rest conditions). Seismic lateral loads pressures are based on 55 pcf (restrained at rest conditions). Seismic lateral loads are based on 55 pcf (restrained at rest conditions). Seismic lateral loads are based on 55 pcf (restrained at rest conditions). Seismic lateral loads based on 55 pcf (restrained at rest conditions). Seismic lateral loads based on 55 pcf (restrained at rest conditions). Seismic lateral loads on 55 pcf (restrained at rest conditions). Seismic lateral loads on 55 pcf (restrained at rest conditions). Seismic lateral loads 55 pcf (restrained at rest conditions). Seismic lateral loads 55 pcf (restrained at rest conditions). Seismic lateral loads pcf (restrained at rest conditions). Seismic lateral loads pcf (restrained at rest conditions). Seismic lateral loads (restrained at rest conditions). Seismic lateral loads (restrained at rest conditions). Seismic lateral loads at rest conditions). Seismic lateral loads at rest conditions). Seismic lateral loads rest conditions). Seismic lateral loads rest conditions). Seismic lateral loads conditions). Seismic lateral loads conditions). Seismic lateral loads Seismic lateral loads Seismic lateral loads Seismic lateral loads lateral loads lateral loads loads loads on walls are calculated as a uniform (psf) load of 7H, with H = wall height in feet. 5 Special Inspections Special Inspections The following special inspections are required, and will be performed by the contractor's certified following special inspections are required, and will be performed by the contractor's certified following special inspections are required, and will be performed by the contractor's certified special inspections are required, and will be performed by the contractor's certified special inspections are required, and will be performed by the contractor's certified inspections are required, and will be performed by the contractor's certified inspections are required, and will be performed by the contractor's certified are required, and will be performed by the contractor's certified are required, and will be performed by the contractor's certified required, and will be performed by the contractor's certified required, and will be performed by the contractor's certified and will be performed by the contractor's certified and will be performed by the contractor's certified will be performed by the contractor's certified will be performed by the contractor's certified be performed by the contractor's certified be performed by the contractor's certified performed by the contractor's certified performed by the contractor's certified by the contractor's certified by the contractor's certified the contractor's certified the contractor's certified contractor's certified contractor's certified certified certified testing agency. Special inspection is also required where noted on the drawings. Cooperate fully agency. Special inspection is also required where noted on the drawings. Cooperate fully agency. Special inspection is also required where noted on the drawings. Cooperate fully Special inspection is also required where noted on the drawings. Cooperate fully Special inspection is also required where noted on the drawings. Cooperate fully Special inspection is also required where noted on the drawings. Cooperate fully inspection is also required where noted on the drawings. Cooperate fully inspection is also required where noted on the drawings. Cooperate fully is also required where noted on the drawings. Cooperate fully is also required where noted on the drawings. Cooperate fully also required where noted on the drawings. Cooperate fully also required where noted on the drawings. Cooperate fully required where noted on the drawings. Cooperate fully required where noted on the drawings. Cooperate fully where noted on the drawings. Cooperate fully where noted on the drawings. Cooperate fully noted on the drawings. Cooperate fully noted on the drawings. Cooperate fully on the drawings. Cooperate fully on the drawings. Cooperate fully the drawings. Cooperate fully the drawings. Cooperate fully drawings. Cooperate fully drawings. Cooperate fully Cooperate fully Cooperate fully Cooperate fully fully fully with the inspector, including provision of adequate notice for inspection before covering work. A Cast-in-Place Concrete work: Cast-in-Place Concrete work: No testing is required for non-structural slabs on grade such as sidewalks, or for new sumps. testing is required for non-structural slabs on grade such as sidewalks, or for new sumps. testing is required for non-structural slabs on grade such as sidewalks, or for new sumps. is required for non-structural slabs on grade such as sidewalks, or for new sumps. is required for non-structural slabs on grade such as sidewalks, or for new sumps. required for non-structural slabs on grade such as sidewalks, or for new sumps. required for non-structural slabs on grade such as sidewalks, or for new sumps. for non-structural slabs on grade such as sidewalks, or for new sumps. for non-structural slabs on grade such as sidewalks, or for new sumps. non-structural slabs on grade such as sidewalks, or for new sumps. non-structural slabs on grade such as sidewalks, or for new sumps. slabs on grade such as sidewalks, or for new sumps. slabs on grade such as sidewalks, or for new sumps. on grade such as sidewalks, or for new sumps. on grade such as sidewalks, or for new sumps. grade such as sidewalks, or for new sumps. grade such as sidewalks, or for new sumps. such as sidewalks, or for new sumps. such as sidewalks, or for new sumps. as sidewalks, or for new sumps. as sidewalks, or for new sumps. sidewalks, or for new sumps. sidewalks, or for new sumps. or for new sumps. or for new sumps. for new sumps. for new sumps. new sumps. new sumps. sumps. sumps. Testing is required as follows for all cast-in-place concrete for utilidor lids. 1 Construction of forms, including leak-tightness. Construction of forms, including leak-tightness. 2 Preparation of existing concrete adjacent to new concrete placement, including cleaning, Preparation of existing concrete adjacent to new concrete placement, including cleaning, of existing concrete adjacent to new concrete placement, including cleaning, of existing concrete adjacent to new concrete placement, including cleaning, existing concrete adjacent to new concrete placement, including cleaning, existing concrete adjacent to new concrete placement, including cleaning, concrete adjacent to new concrete placement, including cleaning, concrete adjacent to new concrete placement, including cleaning, adjacent to new concrete placement, including cleaning, adjacent to new concrete placement, including cleaning, to new concrete placement, including cleaning, to new concrete placement, including cleaning, new concrete placement, including cleaning, new concrete placement, including cleaning, concrete placement, including cleaning, concrete placement, including cleaning, placement, including cleaning, placement, including cleaning, including cleaning, including cleaning, cleaning, cleaning, surface roughness, and application of sealants. 3 Concrete air content, placement, and strength per IBC Table 1704.4. Concrete air content, placement, and strength per IBC Table 1704.4. 4 Check cover, size, number, lap lengths, bends, and grades. Check cover, size, number, lap lengths, bends, and grades. B Anchor Bolts or rebar dowels to existing concrete Anchor Bolts or rebar dowels to existing concrete 1 Inspect installation of post-installed anchor bolt, including hole preparation and manufacturer / Inspect installation of post-installed anchor bolt, including hole preparation and manufacturer / installation of post-installed anchor bolt, including hole preparation and manufacturer / installation of post-installed anchor bolt, including hole preparation and manufacturer / of post-installed anchor bolt, including hole preparation and manufacturer / of post-installed anchor bolt, including hole preparation and manufacturer / post-installed anchor bolt, including hole preparation and manufacturer / post-installed anchor bolt, including hole preparation and manufacturer / anchor bolt, including hole preparation and manufacturer / anchor bolt, including hole preparation and manufacturer / bolt, including hole preparation and manufacturer / bolt, including hole preparation and manufacturer / including hole preparation and manufacturer / including hole preparation and manufacturer / hole preparation and manufacturer / hole preparation and manufacturer / preparation and manufacturer / preparation and manufacturer / and manufacturer / and manufacturer / manufacturer / manufacturer / / / type of adhesive used. 6 Structural Observation Structural Observation The Structural Engineer of record will perform Structural Observations as defined in IBC Section Structural Engineer of record will perform Structural Observations as defined in IBC Section Structural Engineer of record will perform Structural Observations as defined in IBC Section Engineer of record will perform Structural Observations as defined in IBC Section Engineer of record will perform Structural Observations as defined in IBC Section of record will perform Structural Observations as defined in IBC Section of record will perform Structural Observations as defined in IBC Section record will perform Structural Observations as defined in IBC Section record will perform Structural Observations as defined in IBC Section will perform Structural Observations as defined in IBC Section will perform Structural Observations as defined in IBC Section perform Structural Observations as defined in IBC Section perform Structural Observations as defined in IBC Section Structural Observations as defined in IBC Section Structural Observations as defined in IBC Section Observations as defined in IBC Section Observations as defined in IBC Section as defined in IBC Section as defined in IBC Section defined in IBC Section defined in IBC Section in IBC Section in IBC Section IBC Section IBC Section Section Section 1702, as required. Note that Structural Observation does not constitute Special Inspection. 01000 GENERAL GENERAL 1 Employ good standards of workmanship throughout. Provide all materials and perform all Employ good standards of workmanship throughout. Provide all materials and perform all good standards of workmanship throughout. Provide all materials and perform all good standards of workmanship throughout. Provide all materials and perform all standards of workmanship throughout. Provide all materials and perform all standards of workmanship throughout. Provide all materials and perform all of workmanship throughout. Provide all materials and perform all of workmanship throughout. Provide all materials and perform all workmanship throughout. Provide all materials and perform all workmanship throughout. Provide all materials and perform all throughout. Provide all materials and perform all throughout. Provide all materials and perform all Provide all materials and perform all Provide all materials and perform all Provide all materials and perform all all materials and perform all all materials and perform all materials and perform all materials and perform all and perform all and perform all perform all perform all all all construction as indicated. Secure the approval of the Project Manager for substitutions. 2 See the specifications. In case of conflict between applicable codes, the specifications, these notes, See the specifications. In case of conflict between applicable codes, the specifications, these notes, the specifications. In case of conflict between applicable codes, the specifications, these notes, the specifications. In case of conflict between applicable codes, the specifications, these notes, specifications. In case of conflict between applicable codes, the specifications, these notes, specifications. In case of conflict between applicable codes, the specifications, these notes, In case of conflict between applicable codes, the specifications, these notes, In case of conflict between applicable codes, the specifications, these notes, case of conflict between applicable codes, the specifications, these notes, case of conflict between applicable codes, the specifications, these notes, of conflict between applicable codes, the specifications, these notes, of conflict between applicable codes, the specifications, these notes, conflict between applicable codes, the specifications, these notes, conflict between applicable codes, the specifications, these notes, between applicable codes, the specifications, these notes, between applicable codes, the specifications, these notes, applicable codes, the specifications, these notes, applicable codes, the specifications, these notes, codes, the specifications, these notes, codes, the specifications, these notes, the specifications, these notes, the specifications, these notes, specifications, these notes, specifications, these notes, these notes, these notes, notes, notes, and the drawings, the more stringent will govern. 3 Verify all dimensions in the field, and upon discovery of any discrepancy between the structural Verify all dimensions in the field, and upon discovery of any discrepancy between the structural all dimensions in the field, and upon discovery of any discrepancy between the structural all dimensions in the field, and upon discovery of any discrepancy between the structural dimensions in the field, and upon discovery of any discrepancy between the structural dimensions in the field, and upon discovery of any discrepancy between the structural in the field, and upon discovery of any discrepancy between the structural in the field, and upon discovery of any discrepancy between the structural the field, and upon discovery of any discrepancy between the structural the field, and upon discovery of any discrepancy between the structural field, and upon discovery of any discrepancy between the structural field, and upon discovery of any discrepancy between the structural and upon discovery of any discrepancy between the structural and upon discovery of any discrepancy between the structural upon discovery of any discrepancy between the structural upon discovery of any discrepancy between the structural discovery of any discrepancy between the structural discovery of any discrepancy between the structural of any discrepancy between the structural of any discrepancy between the structural any discrepancy between the structural any discrepancy between the structural discrepancy between the structural discrepancy between the structural between the structural between the structural the structural the structural structural structural drawings and field conditions or other drawings, notify Wilson Engineering. Note: Wilson will also and field conditions or other drawings, notify Wilson Engineering. Note: Wilson will also and field conditions or other drawings, notify Wilson Engineering. Note: Wilson will also field conditions or other drawings, notify Wilson Engineering. Note: Wilson will also field conditions or other drawings, notify Wilson Engineering. Note: Wilson will also conditions or other drawings, notify Wilson Engineering. Note: Wilson will also conditions or other drawings, notify Wilson Engineering. Note: Wilson will also or other drawings, notify Wilson Engineering. Note: Wilson will also or other drawings, notify Wilson Engineering. Note: Wilson will also other drawings, notify Wilson Engineering. Note: Wilson will also other drawings, notify Wilson Engineering. Note: Wilson will also drawings, notify Wilson Engineering. Note: Wilson will also drawings, notify Wilson Engineering. Note: Wilson will also notify Wilson Engineering. Note: Wilson will also notify Wilson Engineering. Note: Wilson will also Wilson Engineering. Note: Wilson will also Wilson Engineering. Note: Wilson will also Engineering. Note: Wilson will also Engineering. Note: Wilson will also Note: Wilson will also Note: Wilson will also Note: Wilson will also Wilson will also Wilson will also Wilson will also will also will also also also inform the Project Manager. 4 Use these drawings with others, including the Mechanical, and Civil Engineering drawings. Structural Use these drawings with others, including the Mechanical, and Civil Engineering drawings. Structural these drawings with others, including the Mechanical, and Civil Engineering drawings. Structural these drawings with others, including the Mechanical, and Civil Engineering drawings. Structural drawings with others, including the Mechanical, and Civil Engineering drawings. Structural drawings with others, including the Mechanical, and Civil Engineering drawings. Structural with others, including the Mechanical, and Civil Engineering drawings. Structural with others, including the Mechanical, and Civil Engineering drawings. Structural others, including the Mechanical, and Civil Engineering drawings. Structural others, including the Mechanical, and Civil Engineering drawings. Structural including the Mechanical, and Civil Engineering drawings. Structural including the Mechanical, and Civil Engineering drawings. Structural the Mechanical, and Civil Engineering drawings. Structural the Mechanical, and Civil Engineering drawings. Structural Mechanical, and Civil Engineering drawings. Structural Mechanical, and Civil Engineering drawings. Structural and Civil Engineering drawings. Structural and Civil Engineering drawings. Structural Civil Engineering drawings. Structural Civil Engineering drawings. Structural Engineering drawings. Structural Engineering drawings. Structural drawings. Structural drawings. Structural Structural Structural Structural drawings are not to stand alone. 5 Do not scale drawings. Do not scale drawings. 6 Use typical details and schedules wherever they apply. Use typical details and schedules wherever they apply. 7 The structures shown on these drawings are designed to be stable and to resist the indicated loads The structures shown on these drawings are designed to be stable and to resist the indicated loads structures shown on these drawings are designed to be stable and to resist the indicated loads structures shown on these drawings are designed to be stable and to resist the indicated loads shown on these drawings are designed to be stable and to resist the indicated loads shown on these drawings are designed to be stable and to resist the indicated loads on these drawings are designed to be stable and to resist the indicated loads on these drawings are designed to be stable and to resist the indicated loads these drawings are designed to be stable and to resist the indicated loads these drawings are designed to be stable and to resist the indicated loads drawings are designed to be stable and to resist the indicated loads drawings are designed to be stable and to resist the indicated loads are designed to be stable and to resist the indicated loads are designed to be stable and to resist the indicated loads designed to be stable and to resist the indicated loads designed to be stable and to resist the indicated loads to be stable and to resist the indicated loads to be stable and to resist the indicated loads be stable and to resist the indicated loads be stable and to resist the indicated loads stable and to resist the indicated loads stable and to resist the indicated loads and to resist the indicated loads and to resist the indicated loads to resist the indicated loads to resist the indicated loads resist the indicated loads resist the indicated loads the indicated loads the indicated loads indicated loads indicated loads loads loads when completed. The drawings do not indicate the method or sequence of construction. The completed. The drawings do not indicate the method or sequence of construction. The completed. The drawings do not indicate the method or sequence of construction. The The drawings do not indicate the method or sequence of construction. The The drawings do not indicate the method or sequence of construction. The The drawings do not indicate the method or sequence of construction. The drawings do not indicate the method or sequence of construction. The drawings do not indicate the method or sequence of construction. The do not indicate the method or sequence of construction. The do not indicate the method or sequence of construction. The not indicate the method or sequence of construction. The not indicate the method or sequence of construction. The indicate the method or sequence of construction. The indicate the method or sequence of construction. The the method or sequence of construction. The the method or sequence of construction. The method or sequence of construction. The method or sequence of construction. The or sequence of construction. The or sequence of construction. The sequence of construction. The sequence of construction. The of construction. The of construction. The construction. The construction. The The The The contractor is solely responsible for temporary bracing and shoring, and for safety programs, is solely responsible for temporary bracing and shoring, and for safety programs, is solely responsible for temporary bracing and shoring, and for safety programs, solely responsible for temporary bracing and shoring, and for safety programs, solely responsible for temporary bracing and shoring, and for safety programs, responsible for temporary bracing and shoring, and for safety programs, responsible for temporary bracing and shoring, and for safety programs, for temporary bracing and shoring, and for safety programs, for temporary bracing and shoring, and for safety programs, temporary bracing and shoring, and for safety programs, temporary bracing and shoring, and for safety programs, bracing and shoring, and for safety programs, bracing and shoring, and for safety programs, and shoring, and for safety programs, and shoring, and for safety programs, shoring, and for safety programs, shoring, and for safety programs, and for safety programs, and for safety programs, for safety programs, for safety programs, safety programs, safety programs, programs, programs, methods, and procedures of operation for the construction of the design. 01340 SHOP DRAWINGS AND SUBMITTALS SHOP DRAWINGS AND SUBMITTALS DRAWINGS AND SUBMITTALS DRAWINGS AND SUBMITTALS AND SUBMITTALS AND SUBMITTALS SUBMITTALS SUBMITTALS 1 It is the responsibility of the General Contractor to coordinate the work, including assignment of It is the responsibility of the General Contractor to coordinate the work, including assignment of is the responsibility of the General Contractor to coordinate the work, including assignment of is the responsibility of the General Contractor to coordinate the work, including assignment of the responsibility of the General Contractor to coordinate the work, including assignment of the responsibility of the General Contractor to coordinate the work, including assignment of responsibility of the General Contractor to coordinate the work, including assignment of responsibility of the General Contractor to coordinate the work, including assignment of of the General Contractor to coordinate the work, including assignment of of the General Contractor to coordinate the work, including assignment of the General Contractor to coordinate the work, including assignment of the General Contractor to coordinate the work, including assignment of General Contractor to coordinate the work, including assignment of General Contractor to coordinate the work, including assignment of Contractor to coordinate the work, including assignment of Contractor to coordinate the work, including assignment of to coordinate the work, including assignment of to coordinate the work, including assignment of coordinate the work, including assignment of coordinate the work, including assignment of the work, including assignment of the work, including assignment of work, including assignment of work, including assignment of including assignment of including assignment of assignment of assignment of of of roles to various subcontractors and trades. This includes dimensioning of shop drawings. 2 Shop drawing not first reviewed, stamped, and hand signed by the General Contractor will be Shop drawing not first reviewed, stamped, and hand signed by the General Contractor will be drawing not first reviewed, stamped, and hand signed by the General Contractor will be drawing not first reviewed, stamped, and hand signed by the General Contractor will be not first reviewed, stamped, and hand signed by the General Contractor will be not first reviewed, stamped, and hand signed by the General Contractor will be first reviewed, stamped, and hand signed by the General Contractor will be first reviewed, stamped, and hand signed by the General Contractor will be reviewed, stamped, and hand signed by the General Contractor will be reviewed, stamped, and hand signed by the General Contractor will be stamped, and hand signed by the General Contractor will be stamped, and hand signed by the General Contractor will be and hand signed by the General Contractor will be and hand signed by the General Contractor will be hand signed by the General Contractor will be hand signed by the General Contractor will be signed by the General Contractor will be signed by the General Contractor will be by the General Contractor will be by the General Contractor will be the General Contractor will be the General Contractor will be General Contractor will be General Contractor will be Contractor will be Contractor will be will be will be be be returned without review by the Structural Engineer. Electronic signatures are acceptable so long as without review by the Structural Engineer. Electronic signatures are acceptable so long as without review by the Structural Engineer. Electronic signatures are acceptable so long as review by the Structural Engineer. Electronic signatures are acceptable so long as review by the Structural Engineer. Electronic signatures are acceptable so long as by the Structural Engineer. Electronic signatures are acceptable so long as by the Structural Engineer. Electronic signatures are acceptable so long as the Structural Engineer. Electronic signatures are acceptable so long as the Structural Engineer. Electronic signatures are acceptable so long as Structural Engineer. Electronic signatures are acceptable so long as Structural Engineer. Electronic signatures are acceptable so long as Engineer. Electronic signatures are acceptable so long as Engineer. Electronic signatures are acceptable so long as Electronic signatures are acceptable so long as Electronic signatures are acceptable so long as Electronic signatures are acceptable so long as Electronic signatures are acceptable so long as signatures are acceptable so long as signatures are acceptable so long as are acceptable so long as are acceptable so long as acceptable so long as acceptable so long as so long as so long as long as long as as as it is clear that the drawings have been reviewed and signed one-by-one. A single signature for is clear that the drawings have been reviewed and signed one-by-one. A single signature for is clear that the drawings have been reviewed and signed one-by-one. A single signature for clear that the drawings have been reviewed and signed one-by-one. A single signature for clear that the drawings have been reviewed and signed one-by-one. A single signature for that the drawings have been reviewed and signed one-by-one. A single signature for that the drawings have been reviewed and signed one-by-one. A single signature for the drawings have been reviewed and signed one-by-one. A single signature for the drawings have been reviewed and signed one-by-one. A single signature for drawings have been reviewed and signed one-by-one. A single signature for drawings have been reviewed and signed one-by-one. A single signature for have been reviewed and signed one-by-one. A single signature for have been reviewed and signed one-by-one. A single signature for been reviewed and signed one-by-one. A single signature for been reviewed and signed one-by-one. A single signature for reviewed and signed one-by-one. A single signature for reviewed and signed one-by-one. A single signature for and signed one-by-one. A single signature for and signed one-by-one. A single signature for signed one-by-one. A single signature for signed one-by-one. A single signature for one-by-one. A single signature for one-by-one. A single signature for A single signature for A single signature for A single signature for single signature for single signature for signature for signature for for for multiple page shop drawing submittals is not acceptable. 2 Allow two weeks for review by the Structural Engineer. Allow two weeks for review by the Structural Engineer. 3 Shop drawings and submittals shall be clear and legible. Each submittal shall include: Shop drawings and submittals shall be clear and legible. Each submittal shall include: A Name of project, fabricator's name, general contractor, date, and unique drawing title and/or Name of project, fabricator's name, general contractor, date, and unique drawing title and/or of project, fabricator's name, general contractor, date, and unique drawing title and/or of project, fabricator's name, general contractor, date, and unique drawing title and/or project, fabricator's name, general contractor, date, and unique drawing title and/or project, fabricator's name, general contractor, date, and unique drawing title and/or fabricator's name, general contractor, date, and unique drawing title and/or fabricator's name, general contractor, date, and unique drawing title and/or name, general contractor, date, and unique drawing title and/or name, general contractor, date, and unique drawing title and/or general contractor, date, and unique drawing title and/or general contractor, date, and unique drawing title and/or contractor, date, and unique drawing title and/or contractor, date, and unique drawing title and/or date, and unique drawing title and/or date, and unique drawing title and/or and unique drawing title and/or and unique drawing title and/or unique drawing title and/or unique drawing title and/or drawing title and/or drawing title and/or title and/or title and/or and/or and/or number including revision number. B A BLANK 3” X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for A BLANK 3” X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for BLANK 3” X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for BLANK 3” X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for 3” X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for 3” X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for X 3” SPACE for the engineer's review stamp. Drawings without sufficient space for 3” SPACE for the engineer's review stamp. Drawings without sufficient space for 3” SPACE for the engineer's review stamp. Drawings without sufficient space for SPACE for the engineer's review stamp. Drawings without sufficient space for SPACE for the engineer's review stamp. Drawings without sufficient space for for the engineer's review stamp. Drawings without sufficient space for for the engineer's review stamp. Drawings without sufficient space for the engineer's review stamp. Drawings without sufficient space for the engineer's review stamp. Drawings without sufficient space for engineer's review stamp. Drawings without sufficient space for engineer's review stamp. Drawings without sufficient space for review stamp. Drawings without sufficient space for review stamp. Drawings without sufficient space for stamp. Drawings without sufficient space for stamp. Drawings without sufficient space for Drawings without sufficient space for Drawings without sufficient space for Drawings without sufficient space for without sufficient space for without sufficient space for sufficient space for sufficient space for space for space for for for the review stamp may be returned without review. 4 Resubmittals shall clearly identify revisions, with all changes clearly marked. The Engineer of Record Resubmittals shall clearly identify revisions, with all changes clearly marked. The Engineer of Record shall clearly identify revisions, with all changes clearly marked. The Engineer of Record shall clearly identify revisions, with all changes clearly marked. The Engineer of Record clearly identify revisions, with all changes clearly marked. The Engineer of Record clearly identify revisions, with all changes clearly marked. The Engineer of Record identify revisions, with all changes clearly marked. The Engineer of Record identify revisions, with all changes clearly marked. The Engineer of Record revisions, with all changes clearly marked. The Engineer of Record revisions, with all changes clearly marked. The Engineer of Record , with all changes clearly marked. The Engineer of Record with all changes clearly marked. The Engineer of Record with all changes clearly marked. The Engineer of Record all changes clearly marked. The Engineer of Record all changes clearly marked. The Engineer of Record changes clearly marked. The Engineer of Record changes clearly marked. The Engineer of Record clearly marked. The Engineer of Record clearly marked. The Engineer of Record marked. The Engineer of Record marked. The Engineer of Record The Engineer of Record The Engineer of Record The Engineer of Record Engineer of Record Engineer of Record of Record of Record Record Record shall not be responsible to find unmarked changes. 02220 FOUNDATIONS and earthwork FOUNDATIONS and earthwork 1 Spread footings are designed for a maximum total pressure of 2000 psf. Spread footings are designed for a maximum total pressure of 2000 psf. 2 Remove all topsoil and organic material from building area, including exterior slabs and walks Remove all topsoil and organic material from building area, including exterior slabs and walks all topsoil and organic material from building area, including exterior slabs and walks all topsoil and organic material from building area, including exterior slabs and walks topsoil and organic material from building area, including exterior slabs and walks topsoil and organic material from building area, including exterior slabs and walks and organic material from building area, including exterior slabs and walks and organic material from building area, including exterior slabs and walks organic material from building area, including exterior slabs and walks organic material from building area, including exterior slabs and walks material from building area, including exterior slabs and walks material from building area, including exterior slabs and walks from building area, including exterior slabs and walks from building area, including exterior slabs and walks building area, including exterior slabs and walks building area, including exterior slabs and walks area, including exterior slabs and walks area, including exterior slabs and walks including exterior slabs and walks including exterior slabs and walks exterior slabs and walks exterior slabs and walks slabs and walks slabs and walks and walks and walks walks walks attached to buildings. Soil for slabs and walks shall be prepared as noted in the soil report. 3 Place footings against firm, undisturbed bearing soil or approved fill. Place footings against firm, undisturbed bearing soil or approved fill. 4 Center footings under columns or walls, unless noted otherwise. Center footings under columns or walls, unless noted otherwise. 03150 Post-Installed concrete anchor bolts AND DOWELS Post-Installed concrete anchor bolts AND DOWELS 1 Post-installed adhesive anchors bolts shall be of steel conforming to the applicable ICC-ES report Post-installed adhesive anchors bolts shall be of steel conforming to the applicable ICC-ES report adhesive anchors bolts shall be of steel conforming to the applicable ICC-ES report adhesive anchors bolts shall be of steel conforming to the applicable ICC-ES report anchors bolts shall be of steel conforming to the applicable ICC-ES report anchors bolts shall be of steel conforming to the applicable ICC-ES report bolts shall be of steel conforming to the applicable ICC-ES report bolts shall be of steel conforming to the applicable ICC-ES report shall be of steel conforming to the applicable ICC-ES report shall be of steel conforming to the applicable ICC-ES report be of steel conforming to the applicable ICC-ES report be of steel conforming to the applicable ICC-ES report of steel conforming to the applicable ICC-ES report of steel conforming to the applicable ICC-ES report steel conforming to the applicable ICC-ES report steel conforming to the applicable ICC-ES report conforming to the applicable ICC-ES report conforming to the applicable ICC-ES report to the applicable ICC-ES report to the applicable ICC-ES report the applicable ICC-ES report the applicable ICC-ES report applicable ICC-ES report applicable ICC-ES report ICC-ES report ICC-ES report report report for the adhesive system. Make and clean holes with equipment per the ICC-ES report. Do not the adhesive system. Make and clean holes with equipment per the ICC-ES report. Do not the adhesive system. Make and clean holes with equipment per the ICC-ES report. Do not adhesive system. Make and clean holes with equipment per the ICC-ES report. Do not adhesive system. Make and clean holes with equipment per the ICC-ES report. Do not system. Make and clean holes with equipment per the ICC-ES report. Do not system. Make and clean holes with equipment per the ICC-ES report. Do not Make and clean holes with equipment per the ICC-ES report. Do not Make and clean holes with equipment per the ICC-ES report. Do not Make and clean holes with equipment per the ICC-ES report. Do not and clean holes with equipment per the ICC-ES report. Do not and clean holes with equipment per the ICC-ES report. Do not clean holes with equipment per the ICC-ES report. Do not clean holes with equipment per the ICC-ES report. Do not holes with equipment per the ICC-ES report. Do not holes with equipment per the ICC-ES report. Do not with equipment per the ICC-ES report. Do not with equipment per the ICC-ES report. Do not equipment per the ICC-ES report. Do not equipment per the ICC-ES report. Do not per the ICC-ES report. Do not per the ICC-ES report. Do not the ICC-ES report. Do not the ICC-ES report. Do not ICC-ES report. Do not ICC-ES report. Do not report. Do not report. Do not Do not Do not Do not not not place any anchor within 3 ½ inches of a free edge of concrete. See the drawings for embedment. Accepted adhesive products include: A. ITW-Ramset Company: Epcon G5 System ITW-Ramset Company: Epcon G5 System B. Hilti Inc: RE-500 SD System Hilti Inc: RE-500 SD System C. Simpson Strong-Tie Company: SET-XP Epoxy Simpson Strong-Tie Company: SET-XP Epoxy D. Other systems with written approval of the Engineer of Record. No exceptions - work done Other systems with written approval of the Engineer of Record. No exceptions - work done Other systems with written approval of the Engineer of Record. No exceptions - work done systems with written approval of the Engineer of Record. No exceptions - work done systems with written approval of the Engineer of Record. No exceptions - work done with written approval of the Engineer of Record. No exceptions - work done with written approval of the Engineer of Record. No exceptions - work done written approval of the Engineer of Record. No exceptions - work done written approval of the Engineer of Record. No exceptions - work done approval of the Engineer of Record. No exceptions - work done approval of the Engineer of Record. No exceptions - work done of the Engineer of Record. No exceptions - work done of the Engineer of Record. No exceptions - work done the Engineer of Record. No exceptions - work done the Engineer of Record. No exceptions - work done Engineer of Record. No exceptions - work done Engineer of Record. No exceptions - work done of Record. No exceptions - work done of Record. No exceptions - work done Record. No exceptions - work done Record. No exceptions - work done No exceptions - work done No exceptions - work done No exceptions - work done exceptions - work done exceptions - work done - work done - work done work done work done done done without approved products may subject to rejection. Note that for any product to be accepted, it must have a currently valid ICC-ES report with test that for any product to be accepted, it must have a currently valid ICC-ES report with test that for any product to be accepted, it must have a currently valid ICC-ES report with test for any product to be accepted, it must have a currently valid ICC-ES report with test for any product to be accepted, it must have a currently valid ICC-ES report with test any product to be accepted, it must have a currently valid ICC-ES report with test any product to be accepted, it must have a currently valid ICC-ES report with test product to be accepted, it must have a currently valid ICC-ES report with test product to be accepted, it must have a currently valid ICC-ES report with test to be accepted, it must have a currently valid ICC-ES report with test to be accepted, it must have a currently valid ICC-ES report with test be accepted, it must have a currently valid ICC-ES report with test be accepted, it must have a currently valid ICC-ES report with test accepted, it must have a currently valid ICC-ES report with test accepted, it must have a currently valid ICC-ES report with test it must have a currently valid ICC-ES report with test it must have a currently valid ICC-ES report with test must have a currently valid ICC-ES report with test must have a currently valid ICC-ES report with test have a currently valid ICC-ES report with test have a currently valid ICC-ES report with test a currently valid ICC-ES report with test a currently valid ICC-ES report with test currently valid ICC-ES report with test currently valid ICC-ES report with test valid ICC-ES report with test valid ICC-ES report with test ICC-ES report with test ICC-ES report with test report with test report with test with test with test test test results indicating that it is suitable for use in cracked concrete. 2 Post-installed anchors and dowels shall be placed in holes of diameter and preparation per the Post-installed anchors and dowels shall be placed in holes of diameter and preparation per the anchors and dowels shall be placed in holes of diameter and preparation per the anchors and dowels shall be placed in holes of diameter and preparation per the and dowels shall be placed in holes of diameter and preparation per the and dowels shall be placed in holes of diameter and preparation per the dowels shall be placed in holes of diameter and preparation per the dowels shall be placed in holes of diameter and preparation per the shall be placed in holes of diameter and preparation per the shall be placed in holes of diameter and preparation per the be placed in holes of diameter and preparation per the be placed in holes of diameter and preparation per the placed in holes of diameter and preparation per the placed in holes of diameter and preparation per the in holes of diameter and preparation per the in holes of diameter and preparation per the holes of diameter and preparation per the holes of diameter and preparation per the of diameter and preparation per the of diameter and preparation per the diameter and preparation per the diameter and preparation per the and preparation per the and preparation per the and preparation per the preparation per the preparation per the per the per the the the manufacturer of the adhesive. Inform the Special Inspector ahead of time so that this may be of the adhesive. Inform the Special Inspector ahead of time so that this may be of the adhesive. Inform the Special Inspector ahead of time so that this may be the adhesive. Inform the Special Inspector ahead of time so that this may be the adhesive. Inform the Special Inspector ahead of time so that this may be adhesive. Inform the Special Inspector ahead of time so that this may be adhesive. Inform the Special Inspector ahead of time so that this may be Inform the Special Inspector ahead of time so that this may be Inform the Special Inspector ahead of time so that this may be Inform the Special Inspector ahead of time so that this may be the Special Inspector ahead of time so that this may be the Special Inspector ahead of time so that this may be Special Inspector ahead of time so that this may be Special Inspector ahead of time so that this may be Inspector ahead of time so that this may be Inspector ahead of time so that this may be ahead of time so that this may be ahead of time so that this may be of time so that this may be of time so that this may be time so that this may be time so that this may be so that this may be so that this may be that this may be that this may be this may be this may be may be may be be be witnessed. 03200 REINFORCING REINFORCING 1 Reinforcing bars shall be ASTM A615, Grade 60 #4 @ 12" O.C. except as noted. Reinforcing bars shall be ASTM A615, Grade 60 #4 @ 12" O.C. except as noted. 2 Bar detailing not shown otherwise, and support of reinforcing in forms, shall conform to the CRSI Bar detailing not shown otherwise, and support of reinforcing in forms, shall conform to the CRSI detailing not shown otherwise, and support of reinforcing in forms, shall conform to the CRSI detailing not shown otherwise, and support of reinforcing in forms, shall conform to the CRSI not shown otherwise, and support of reinforcing in forms, shall conform to the CRSI not shown otherwise, and support of reinforcing in forms, shall conform to the CRSI shown otherwise, and support of reinforcing in forms, shall conform to the CRSI shown otherwise, and support of reinforcing in forms, shall conform to the CRSI otherwise, and support of reinforcing in forms, shall conform to the CRSI otherwise, and support of reinforcing in forms, shall conform to the CRSI and support of reinforcing in forms, shall conform to the CRSI and support of reinforcing in forms, shall conform to the CRSI support of reinforcing in forms, shall conform to the CRSI support of reinforcing in forms, shall conform to the CRSI of reinforcing in forms, shall conform to the CRSI of reinforcing in forms, shall conform to the CRSI reinforcing in forms, shall conform to the CRSI reinforcing in forms, shall conform to the CRSI in forms, shall conform to the CRSI in forms, shall conform to the CRSI forms, shall conform to the CRSI forms, shall conform to the CRSI shall conform to the CRSI shall conform to the CRSI conform to the CRSI conform to the CRSI to the CRSI to the CRSI the CRSI the CRSI CRSI CRSI Manual of Standard Practice. Reinforcing marked "continuous" in plans or details shall extend as of Standard Practice. Reinforcing marked "continuous" in plans or details shall extend as of Standard Practice. Reinforcing marked "continuous" in plans or details shall extend as Standard Practice. Reinforcing marked "continuous" in plans or details shall extend as Standard Practice. Reinforcing marked "continuous" in plans or details shall extend as Practice. Reinforcing marked "continuous" in plans or details shall extend as Practice. Reinforcing marked "continuous" in plans or details shall extend as Reinforcing marked "continuous" in plans or details shall extend as Reinforcing marked "continuous" in plans or details shall extend as Reinforcing marked "continuous" in plans or details shall extend as marked "continuous" in plans or details shall extend as marked "continuous" in plans or details shall extend as "continuous" in plans or details shall extend as "continuous" in plans or details shall extend as in plans or details shall extend as in plans or details shall extend as plans or details shall extend as plans or details shall extend as or details shall extend as or details shall extend as details shall extend as details shall extend as shall extend as shall extend as extend as extend as as as far as possible in the concrete and terminate in a 12-diameter bend or per details. as possible in the concrete and terminate in a 12-diameter bend or per details. as possible in the concrete and terminate in a 12-diameter bend or per details. possible in the concrete and terminate in a 12-diameter bend or per details. possible in the concrete and terminate in a 12-diameter bend or per details. in the concrete and terminate in a 12-diameter bend or per details. in the concrete and terminate in a 12-diameter bend or per details. the concrete and terminate in a 12-diameter bend or per details. the concrete and terminate in a 12-diameter bend or per details. concrete and terminate in a 12-diameter bend or per details. concrete and terminate in a 12-diameter bend or per details. and terminate in a 12-diameter bend or per details. and terminate in a 12-diameter bend or per details. terminate in a 12-diameter bend or per details. terminate in a 12-diameter bend or per details. in a 12-diameter bend or per details. in a 12-diameter bend or per details. a 12-diameter bend or per details. a 12-diameter bend or per details. 12-diameter bend or per details. 12-diameter bend or per details. bend or per details. bend or per details. or per details. or per details. per details. per details. details. details. Shop-fabricate all bends. 3 Lap all continuous bars 48 diameters minimum, or per the drawings. Wire-tie all lap splices. Lap all continuous bars 48 diameters minimum, or per the drawings. Wire-tie all lap splices. 4 Welding of reinforcing is not permitted. Welding of reinforcing is not permitted. 5 Provide the following minimum cover from face of bar to face of concrete, except as detailed; Provide the following minimum cover from face of bar to face of concrete, except as detailed; the following minimum cover from face of bar to face of concrete, except as detailed; the following minimum cover from face of bar to face of concrete, except as detailed; following minimum cover from face of bar to face of concrete, except as detailed; following minimum cover from face of bar to face of concrete, except as detailed; minimum cover from face of bar to face of concrete, except as detailed; minimum cover from face of bar to face of concrete, except as detailed; cover from face of bar to face of concrete, except as detailed; cover from face of bar to face of concrete, except as detailed; from face of bar to face of concrete, except as detailed; from face of bar to face of concrete, except as detailed; face of bar to face of concrete, except as detailed; face of bar to face of concrete, except as detailed; of bar to face of concrete, except as detailed; of bar to face of concrete, except as detailed; bar to face of concrete, except as detailed; bar to face of concrete, except as detailed; to face of concrete, except as detailed; to face of concrete, except as detailed; face of concrete, except as detailed; face of concrete, except as detailed; of concrete, except as detailed; of concrete, except as detailed; concrete, except as detailed; concrete, except as detailed; except as detailed; except as detailed; as detailed; as detailed; detailed; detailed; provide necessary accessories to maintain clearances: Concrete formed but exposed to weather or ground 2" 2" Interior faces of walls and slabs 1" 1" 6 Cut smooth dowels for expansion joints with no deformation at the ends. Cut smooth dowels for expansion joints with no deformation at the ends. 03300 CONCRETE CONCRETE 1 Materials: Materials: Aggregate shall be per ASTM C33, and cement per ASTM C150. Use Type I or II cement for shall be per ASTM C33, and cement per ASTM C150. Use Type I or II cement for shall be per ASTM C33, and cement per ASTM C150. Use Type I or II cement for be per ASTM C33, and cement per ASTM C150. Use Type I or II cement for be per ASTM C33, and cement per ASTM C150. Use Type I or II cement for per ASTM C33, and cement per ASTM C150. Use Type I or II cement for per ASTM C33, and cement per ASTM C150. Use Type I or II cement for ASTM C33, and cement per ASTM C150. Use Type I or II cement for ASTM C33, and cement per ASTM C150. Use Type I or II cement for C33, and cement per ASTM C150. Use Type I or II cement for C33, and cement per ASTM C150. Use Type I or II cement for and cement per ASTM C150. Use Type I or II cement for and cement per ASTM C150. Use Type I or II cement for cement per ASTM C150. Use Type I or II cement for cement per ASTM C150. Use Type I or II cement for per ASTM C150. Use Type I or II cement for per ASTM C150. Use Type I or II cement for ASTM C150. Use Type I or II cement for ASTM C150. Use Type I or II cement for C150. Use Type I or II cement for C150. Use Type I or II cement for Use Type I or II cement for Use Type I or II cement for Use Type I or II cement for Type I or II cement for Type I or II cement for I or II cement for I or II cement for or II cement for or II cement for II cement for II cement for cement for cement for for for cast-in-place work. Air Entraining admixtures shall satisfy ASTM C260 & Water-reducing ASTM C494 All concrete shall comply with requirements of ASTM C 94 and as specified. 2 Properties including 28-day strengths shall be as follows: Properties including 28-day strengths shall be as follows: Type Category f'c w/c aggr'te Air f'c w/c aggr'te Air w/c aggr'te Air w/c aggr'te Air aggr'te Air Air Air (psi) (max) (max) % (psi) (max) (max) % (max) % % % A. Basins *See para. 3 4500 0.40 3/4" 6.0 Basins *See para. 3 4500 0.40 3/4" 6.0 4500 0.40 3/4" 6.0 0.40 3/4" 6.0 3/4" 6.0 6.0 3 Type “A” concrete shall be proportioned with at least 500 lb. of cementitious materials per cubic Type “A” concrete shall be proportioned with at least 500 lb. of cementitious materials per cubic “A” concrete shall be proportioned with at least 500 lb. of cementitious materials per cubic A” concrete shall be proportioned with at least 500 lb. of cementitious materials per cubic concrete shall be proportioned with at least 500 lb. of cementitious materials per cubic concrete shall be proportioned with at least 500 lb. of cementitious materials per cubic shall be proportioned with at least 500 lb. of cementitious materials per cubic shall be proportioned with at least 500 lb. of cementitious materials per cubic be proportioned with at least 500 lb. of cementitious materials per cubic be proportioned with at least 500 lb. of cementitious materials per cubic proportioned with at least 500 lb. of cementitious materials per cubic proportioned with at least 500 lb. of cementitious materials per cubic with at least 500 lb. of cementitious materials per cubic with at least 500 lb. of cementitious materials per cubic at least 500 lb. of cementitious materials per cubic at least 500 lb. of cementitious materials per cubic least 500 lb. of cementitious materials per cubic least 500 lb. of cementitious materials per cubic 500 lb. of cementitious materials per cubic 500 lb. of cementitious materials per cubic lb. of cementitious materials per cubic lb. of cementitious materials per cubic of cementitious materials per cubic of cementitious materials per cubic cementitious materials per cubic cementitious materials per cubic materials per cubic materials per cubic per cubic per cubic cubic cubic yard of fresh concrete. It also shall include an admixture of Sika 40 (anti-shrinkage) to produce of fresh concrete. It also shall include an admixture of Sika 40 (anti-shrinkage) to produce of fresh concrete. It also shall include an admixture of Sika 40 (anti-shrinkage) to produce fresh concrete. It also shall include an admixture of Sika 40 (anti-shrinkage) to produce fresh concrete. It also shall include an admixture of Sika 40 (anti-shrinkage) to produce concrete. It also shall include an admixture of Sika 40 (anti-shrinkage) to produce concrete. It also shall include an admixture of Sika 40 (anti-shrinkage) to produce It also shall include an admixture of Sika 40 (anti-shrinkage) to produce It also shall include an admixture of Sika 40 (anti-shrinkage) to produce It also shall include an admixture of Sika 40 (anti-shrinkage) to produce also shall include an admixture of Sika 40 (anti-shrinkage) to produce also shall include an admixture of Sika 40 (anti-shrinkage) to produce shall include an admixture of Sika 40 (anti-shrinkage) to produce shall include an admixture of Sika 40 (anti-shrinkage) to produce include an admixture of Sika 40 (anti-shrinkage) to produce include an admixture of Sika 40 (anti-shrinkage) to produce an admixture of Sika 40 (anti-shrinkage) to produce an admixture of Sika 40 (anti-shrinkage) to produce admixture of Sika 40 (anti-shrinkage) to produce admixture of Sika 40 (anti-shrinkage) to produce of Sika 40 (anti-shrinkage) to produce of Sika 40 (anti-shrinkage) to produce Sika 40 (anti-shrinkage) to produce Sika 40 (anti-shrinkage) to produce 40 (anti-shrinkage) to produce 40 (anti-shrinkage) to produce (anti-shrinkage) to produce (anti-shrinkage) to produce to produce to produce produce produce concrete shown to shrink no more than 300 microstrains in 14 days, per ASTM C157; see the shown to shrink no more than 300 microstrains in 14 days, per ASTM C157; see the shown to shrink no more than 300 microstrains in 14 days, per ASTM C157; see the to shrink no more than 300 microstrains in 14 days, per ASTM C157; see the to shrink no more than 300 microstrains in 14 days, per ASTM C157; see the shrink no more than 300 microstrains in 14 days, per ASTM C157; see the shrink no more than 300 microstrains in 14 days, per ASTM C157; see the no more than 300 microstrains in 14 days, per ASTM C157; see the no more than 300 microstrains in 14 days, per ASTM C157; see the more than 300 microstrains in 14 days, per ASTM C157; see the more than 300 microstrains in 14 days, per ASTM C157; see the than 300 microstrains in 14 days, per ASTM C157; see the than 300 microstrains in 14 days, per ASTM C157; see the 300 microstrains in 14 days, per ASTM C157; see the 300 microstrains in 14 days, per ASTM C157; see the microstrains in 14 days, per ASTM C157; see the microstrains in 14 days, per ASTM C157; see the in 14 days, per ASTM C157; see the in 14 days, per ASTM C157; see the 14 days, per ASTM C157; see the 14 days, per ASTM C157; see the days, per ASTM C157; see the days, per ASTM C157; see the per ASTM C157; see the per ASTM C157; see the ASTM C157; see the ASTM C157; see the C157; see the C157; see the see the see the the the specifications. Type “A” concrete shall also include a crystalline permeability reducing admixture of Type “A” concrete shall also include a crystalline permeability reducing admixture of Type “A” concrete shall also include a crystalline permeability reducing admixture of Type “A” concrete shall also include a crystalline permeability reducing admixture of Type “A” concrete shall also include a crystalline permeability reducing admixture of “A” concrete shall also include a crystalline permeability reducing admixture of A” concrete shall also include a crystalline permeability reducing admixture of concrete shall also include a crystalline permeability reducing admixture of concrete shall also include a crystalline permeability reducing admixture of shall also include a crystalline permeability reducing admixture of shall also include a crystalline permeability reducing admixture of also include a crystalline permeability reducing admixture of also include a crystalline permeability reducing admixture of include a crystalline permeability reducing admixture of include a crystalline permeability reducing admixture of a crystalline permeability reducing admixture of a crystalline permeability reducing admixture of crystalline permeability reducing admixture of crystalline permeability reducing admixture of permeability reducing admixture of permeability reducing admixture of reducing admixture of reducing admixture of admixture of admixture of of of Sika WT-215, or similar. Substitute admixtures from other producers shall be accepted if (and only WT-215, or similar. Substitute admixtures from other producers shall be accepted if (and only WT-215, or similar. Substitute admixtures from other producers shall be accepted if (and only or similar. Substitute admixtures from other producers shall be accepted if (and only or similar. Substitute admixtures from other producers shall be accepted if (and only similar. Substitute admixtures from other producers shall be accepted if (and only similar. Substitute admixtures from other producers shall be accepted if (and only Substitute admixtures from other producers shall be accepted if (and only Substitute admixtures from other producers shall be accepted if (and only Substitute admixtures from other producers shall be accepted if (and only admixtures from other producers shall be accepted if (and only admixtures from other producers shall be accepted if (and only from other producers shall be accepted if (and only from other producers shall be accepted if (and only other producers shall be accepted if (and only other producers shall be accepted if (and only producers shall be accepted if (and only producers shall be accepted if (and only shall be accepted if (and only shall be accepted if (and only be accepted if (and only be accepted if (and only accepted if (and only accepted if (and only if (and only if (and only (and only (and only only only if) letters from the producers of all admixture manufacturers are included in submittals which state letters from the producers of all admixture manufacturers are included in submittals which state letters from the producers of all admixture manufacturers are included in submittals which state from the producers of all admixture manufacturers are included in submittals which state from the producers of all admixture manufacturers are included in submittals which state the producers of all admixture manufacturers are included in submittals which state the producers of all admixture manufacturers are included in submittals which state producers of all admixture manufacturers are included in submittals which state producers of all admixture manufacturers are included in submittals which state of all admixture manufacturers are included in submittals which state of all admixture manufacturers are included in submittals which state all admixture manufacturers are included in submittals which state all admixture manufacturers are included in submittals which state admixture manufacturers are included in submittals which state admixture manufacturers are included in submittals which state manufacturers are included in submittals which state manufacturers are included in submittals which state are included in submittals which state are included in submittals which state included in submittals which state included in submittals which state in submittals which state in submittals which state submittals which state submittals which state which state which state state state that there are no deleterious effects from mixing them. Type “A” concrete shall be used in basins and in other areas designated for low shrinkage concrete. A” concrete shall be used in basins and in other areas designated for low shrinkage concrete. concrete shall be used in basins and in other areas designated for low shrinkage concrete. 4 Sidewalk concrete (Type “C”) shall include polyethylene microfibers in amounts as recommended by Sidewalk concrete (Type “C”) shall include polyethylene microfibers in amounts as recommended by concrete (Type “C”) shall include polyethylene microfibers in amounts as recommended by concrete (Type “C”) shall include polyethylene microfibers in amounts as recommended by (Type “C”) shall include polyethylene microfibers in amounts as recommended by (Type “C”) shall include polyethylene microfibers in amounts as recommended by “C”) shall include polyethylene microfibers in amounts as recommended by C”) shall include polyethylene microfibers in amounts as recommended by ) shall include polyethylene microfibers in amounts as recommended by shall include polyethylene microfibers in amounts as recommended by shall include polyethylene microfibers in amounts as recommended by include polyethylene microfibers in amounts as recommended by include polyethylene microfibers in amounts as recommended by polyethylene microfibers in amounts as recommended by polyethylene microfibers in amounts as recommended by microfibers in amounts as recommended by microfibers in amounts as recommended by in amounts as recommended by in amounts as recommended by amounts as recommended by amounts as recommended by as recommended by as recommended by recommended by recommended by by by the fiber manufacturer. 5 Drypack: Portland cement drypack repair material shall be a mixture as follows: ASTM C150, Type I, Drypack: Portland cement drypack repair material shall be a mixture as follows: ASTM C150, Type I, Portland cement drypack repair material shall be a mixture as follows: ASTM C150, Type I, Portland cement drypack repair material shall be a mixture as follows: ASTM C150, Type I, cement drypack repair material shall be a mixture as follows: ASTM C150, Type I, cement drypack repair material shall be a mixture as follows: ASTM C150, Type I, drypack repair material shall be a mixture as follows: ASTM C150, Type I, drypack repair material shall be a mixture as follows: ASTM C150, Type I, repair material shall be a mixture as follows: ASTM C150, Type I, repair material shall be a mixture as follows: ASTM C150, Type I, material shall be a mixture as follows: ASTM C150, Type I, material shall be a mixture as follows: ASTM C150, Type I, shall be a mixture as follows: ASTM C150, Type I, shall be a mixture as follows: ASTM C150, Type I, be a mixture as follows: ASTM C150, Type I, be a mixture as follows: ASTM C150, Type I, a mixture as follows: ASTM C150, Type I, a mixture as follows: ASTM C150, Type I, mixture as follows: ASTM C150, Type I, mixture as follows: ASTM C150, Type I, as follows: ASTM C150, Type I, as follows: ASTM C150, Type I, follows: ASTM C150, Type I, follows: ASTM C150, Type I, ASTM C150, Type I, ASTM C150, Type I, C150, Type I, C150, Type I, Type I, Type I, I, I, and clean, natural sand, ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by clean, natural sand, ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by clean, natural sand, ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by natural sand, ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by natural sand, ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by sand, ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by sand, ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by ASTM C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by C404. Mix at ratio of 1.0 part cement to 3.0 parts sand, by Mix at ratio of 1.0 part cement to 3.0 parts sand, by Mix at ratio of 1.0 part cement to 3.0 parts sand, by Mix at ratio of 1.0 part cement to 3.0 parts sand, by at ratio of 1.0 part cement to 3.0 parts sand, by at ratio of 1.0 part cement to 3.0 parts sand, by ratio of 1.0 part cement to 3.0 parts sand, by ratio of 1.0 part cement to 3.0 parts sand, by of 1.0 part cement to 3.0 parts sand, by of 1.0 part cement to 3.0 parts sand, by 1.0 part cement to 3.0 parts sand, by 1.0 part cement to 3.0 parts sand, by part cement to 3.0 parts sand, by part cement to 3.0 parts sand, by cement to 3.0 parts sand, by cement to 3.0 parts sand, by to 3.0 parts sand, by to 3.0 parts sand, by 3.0 parts sand, by 3.0 parts sand, by parts sand, by parts sand, by sand, by sand, by by by volume, with minimum water required for placement and hydration. Minimum strength of grout, with minimum water required for placement and hydration. Minimum strength of grout, with minimum water required for placement and hydration. Minimum strength of grout, minimum water required for placement and hydration. Minimum strength of grout, minimum water required for placement and hydration. Minimum strength of grout, water required for placement and hydration. Minimum strength of grout, water required for placement and hydration. Minimum strength of grout, required for placement and hydration. Minimum strength of grout, required for placement and hydration. Minimum strength of grout, for placement and hydration. Minimum strength of grout, for placement and hydration. Minimum strength of grout, placement and hydration. Minimum strength of grout, placement and hydration. Minimum strength of grout, and hydration. Minimum strength of grout, and hydration. Minimum strength of grout, hydration. Minimum strength of grout, hydration. Minimum strength of grout, Minimum strength of grout, Minimum strength of grout, Minimum strength of grout, strength of grout, strength of grout, of grout, of grout, grout, grout, 5000 psi at 28 days. 6 All construction joints, including connections to pre-existing concrete, shall be clean and free from All construction joints, including connections to pre-existing concrete, shall be clean and free from construction joints, including connections to pre-existing concrete, shall be clean and free from construction joints, including connections to pre-existing concrete, shall be clean and free from joints, including connections to pre-existing concrete, shall be clean and free from joints, including connections to pre-existing concrete, shall be clean and free from including connections to pre-existing concrete, shall be clean and free from including connections to pre-existing concrete, shall be clean and free from connections to pre-existing concrete, shall be clean and free from connections to pre-existing concrete, shall be clean and free from to pre-existing concrete, shall be clean and free from to pre-existing concrete, shall be clean and free from pre-existing concrete, shall be clean and free from pre-existing concrete, shall be clean and free from concrete, shall be clean and free from concrete, shall be clean and free from shall be clean and free from shall be clean and free from be clean and free from be clean and free from clean and free from clean and free from and free from and free from free from free from from from foreign substances, loose material or laitance. Where noted on drawings as "roughened," substances, loose material or laitance. Where noted on drawings as "roughened," substances, loose material or laitance. Where noted on drawings as "roughened," loose material or laitance. Where noted on drawings as "roughened," loose material or laitance. Where noted on drawings as "roughened," material or laitance. Where noted on drawings as "roughened," material or laitance. Where noted on drawings as "roughened," or laitance. Where noted on drawings as "roughened," or laitance. Where noted on drawings as "roughened," laitance. Where noted on drawings as "roughened," laitance. Where noted on drawings as "roughened," Where noted on drawings as "roughened," Where noted on drawings as "roughened," Where noted on drawings as "roughened," noted on drawings as "roughened," noted on drawings as "roughened," on drawings as "roughened," on drawings as "roughened," drawings as "roughened," drawings as "roughened," as "roughened," as "roughened," "roughened," "roughened," mechanically roughen to fracture coarse aggregate on the entire surface to at least 1/4" amplitude roughen to fracture coarse aggregate on the entire surface to at least 1/4" amplitude roughen to fracture coarse aggregate on the entire surface to at least 1/4" amplitude to fracture coarse aggregate on the entire surface to at least 1/4" amplitude to fracture coarse aggregate on the entire surface to at least 1/4" amplitude fracture coarse aggregate on the entire surface to at least 1/4" amplitude fracture coarse aggregate on the entire surface to at least 1/4" amplitude coarse aggregate on the entire surface to at least 1/4" amplitude coarse aggregate on the entire surface to at least 1/4" amplitude aggregate on the entire surface to at least 1/4" amplitude aggregate on the entire surface to at least 1/4" amplitude on the entire surface to at least 1/4" amplitude on the entire surface to at least 1/4" amplitude the entire surface to at least 1/4" amplitude the entire surface to at least 1/4" amplitude entire surface to at least 1/4" amplitude entire surface to at least 1/4" amplitude surface to at least 1/4" amplitude surface to at least 1/4" amplitude to at least 1/4" amplitude to at least 1/4" amplitude at least 1/4" amplitude at least 1/4" amplitude least 1/4" amplitude least 1/4" amplitude 1/4" amplitude 1/4" amplitude amplitude amplitude and remove all loose material. Work done without this roughening shall be subject to rejection. 7 Where the drawings call for dampening the connection of new to existing concrete, dampen for at Where the drawings call for dampening the connection of new to existing concrete, dampen for at the drawings call for dampening the connection of new to existing concrete, dampen for at the drawings call for dampening the connection of new to existing concrete, dampen for at drawings call for dampening the connection of new to existing concrete, dampen for at drawings call for dampening the connection of new to existing concrete, dampen for at call for dampening the connection of new to existing concrete, dampen for at call for dampening the connection of new to existing concrete, dampen for at for dampening the connection of new to existing concrete, dampen for at for dampening the connection of new to existing concrete, dampen for at dampening the connection of new to existing concrete, dampen for at dampening the connection of new to existing concrete, dampen for at the connection of new to existing concrete, dampen for at the connection of new to existing concrete, dampen for at connection of new to existing concrete, dampen for at connection of new to existing concrete, dampen for at of new to existing concrete, dampen for at of new to existing concrete, dampen for at new to existing concrete, dampen for at new to existing concrete, dampen for at to existing concrete, dampen for at to existing concrete, dampen for at existing concrete, dampen for at existing concrete, dampen for at concrete, dampen for at concrete, dampen for at dampen for at dampen for at for at for at at at least one-half hour prior to concrete placement but leave no standing water. 8 Hold all bolts, anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place Hold all bolts, anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place all bolts, anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place all bolts, anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place bolts, anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place bolts, anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place anchors, dowels, reinforcing bars and metal inserts firmly and accurately in place dowels, reinforcing bars and metal inserts firmly and accurately in place dowels, reinforcing bars and metal inserts firmly and accurately in place reinforcing bars and metal inserts firmly and accurately in place reinforcing bars and metal inserts firmly and accurately in place bars and metal inserts firmly and accurately in place bars and metal inserts firmly and accurately in place and metal inserts firmly and accurately in place and metal inserts firmly and accurately in place metal inserts firmly and accurately in place metal inserts firmly and accurately in place inserts firmly and accurately in place inserts firmly and accurately in place firmly and accurately in place firmly and accurately in place and accurately in place and accurately in place accurately in place accurately in place in place in place place place before concrete is poured; do not insert ("stab") after pouring concrete.
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SEE STRUCTURAL NOTES
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SEE 4/S1.2
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SEE 4/S1.2
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ADDENDUM #2
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12/20/2017
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GRATING
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CONT. ALUMINUM CURB ANGLE BY GRATING MANUFACTURER w/ STUD, 18" O.C. WHERE REQ'D FOR GRATING SUPPORT
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PARTIAL PLAN AT FLOW SPLITTER
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W:\2016\2016-152 EASTSOUND WWTP HEADWORKS FLOW SPLITTER\DWG\16152 S1.1-S1.2 - STRUCTUR.AL.DWG - 12/20/2017 2:40 PM - Ria Nickerson - 12/20/2017 2:40 PM - Ria Nickerson12/20/2017 2:40 PM - Ria Nickerson - Ria NickersonRia Nickerson
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8 0 5 D U P O N T S T R E E T
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B E L L I N G H A M, W A 9 8 2 2 5
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(360) 733-6100 FAX (360) 647-9061
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www.wilsonengineering.com
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W I L S O N E N G I N E E R I N G , L L C
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NO.
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REVISIONS
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DATE
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BY
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18826
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DRAWING NOTE DENOTES EXISTING CONCRETE ALL ELSE IS NEW, UNLESS NOTED OTHERWISE
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NOTE: CIVIL ENGINEERING BY SCOTT WILSON. STRUCTURAL ENGINEERING BY CHARLES WAUGH.
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ADDENDUM #2
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(2) #4 CONT. @ TOP
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REINF. AS CALLED OUT ELSEWHERE
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CONT. ALUMINUM CURB ANGLE BY GRATING MANUFACTURER w/ STUD, 18" O.C.
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SINGLE #4 CONT.
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AT GRATING SUPPORT
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GRATING SPAN
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GRATING SPAN
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18"
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58" POST INSTALLED ANCHORBOLTS (SEE STR NOTES FROM CONTRACT DOCUMENTS) WITH MIN. 6" EMBEDMENT
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18"
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14"x 3"x 9 " FLAT BAR FOR 12" FLAT BAR FOR BRACKET AROUND WEIR GATE
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SEE DETAIL A
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SS HSS 2x2x0.12 TOP OF STEEL= BOT OF GRATING
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MITER WELD ALL AROUND
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NOTES: VERIFY ACTUAL DIMENSION OF WEIR GATES WITH : VERIFY ACTUAL DIMENSION OF WEIR GATES WITH GENERAL CONTRACTOR. WEIR GATES ARE SHOWN SCHEMATICALLY ON PLAN AS SHADED RECTANGLES THUS:
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HSS 2x2 BRACKETS SEE DETAILS A & B
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CONCRETE WALL BEYOND