B08_-_140P4322R0003_LOWE_ATTACHMENT_NUMBER_003_Rehabilitate_Central_Street_Canal_Walkway_2108-06-28_drawings.pdf
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- Attached to
- LOWE REHABILITATE CENTRAL STREET WALKWAY
- Solicitation number
- 140P4322R0003
About this file
This package includes construction drawings and a federal contract opportunity for the rehabilitation of the Central Street Canal Walkway located in Lowell National Historical Park in Massachusetts. The drawings depict the existing conditions and detail the scope of work required to remove and replace the concrete walkway along with repairs to associated structures like railings and stairs. The work includes removing and replacing brick pavers, repairing drainage systems, and recoating concrete surfaces. The opportunity is a solicitation issued by the National Park Service Northeast Region seeking offers for the rehabilitation work in accordance with the drawings and specifications. The contractor will be responsible for coordination with the local utility during construction activities near the adjacent canal. Offerors should submit responses by the specified date to be considered for award of the contract valued at an estimated $475,000.
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REHABILITATE CENTRAL STREET CANAL WALKWAY
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NEW HAMPSHIRE
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MASSACHUSETTS
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LOWELL NATIONAL
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HISTORICAL PARK
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WORCESTER
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LOWELL
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BOSTON
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MANCHESTER
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NASHUA
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ATLANTIC
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OCEAN
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MERRIMACK
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RIVER
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VARNEY STREET
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BUTTERFIELD STREET
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SCHOOL STREET
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CROSS STREET
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BROADWAY STREET
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BOWERS STREET
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PERKINS
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FRENCH
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STREET
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EXTENSION
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PAWTUCKET
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CANAL
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HAMILTON CANAL
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LOWER PAWTUCKET CANAL
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GREAT RIVER
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WALL
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NORTHERN
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CANAL
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WESTERN
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CANAL
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LAWRENCE
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DAM
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HICKEY HALL
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DAM
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WASTEWAY
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LOWER
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DAM
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COMMON
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CONCORD
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RIVER
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GUARD LOCKS &
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FRANCIS GATES
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PAWTUCKET
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GATEHOUSE
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DAM
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LAWRENCE
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WASTEWAY
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LAWRENCE
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CANAL
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FLETCHER
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STREET
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EASTERN
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CANAL
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MILLS
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PAWTUCKET DAM
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TO
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& DRACUT
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ROUTE 113
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TO
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TYNGSBORO
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TO
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DRACUT
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TO
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TEWKSBURY
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BOSTON
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AND
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MAINE
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RAILROAD
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JOHN STREET
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KIRK STREET
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FRENCH
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MARKET
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WALKER STREET
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SWAMP
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AGENTS
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HOUSE
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BOARDINGHOUSE
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PARK
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COTTON
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MUSEUM
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SUFFOLK
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MAINTENANCE
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FACILITY
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MILLS
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HQ.
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JACKSON ST.
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CENTRAL ST.
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PRESCOTT ST.
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HAMILTON GATEHOUSE
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NORTHERN CANAL WASTE GATEHOUSE
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CENTRAL STREET CANAL WALKWAY
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QUALITY DESIGN CERTIFICATION
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OR
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REVISION
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AutoCAD SHX Text PRIME/ A.E: EYP INC. INDEPENDENCE WHARF 470 ATLANTIC AVE. - SEVENTH FLOOR BOSTON, MASSACHUSETTS 02210
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EYP, AE - C4526101001
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STATE
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NATIONAL PARK SERVICE
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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DRAWING NO.
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OF
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100% CONSTRUCTION DOCUMENTS 06/28/2018
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REHABILITATE CENTRAL STREET CANAL WALKWAY
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LOWELL, MASSACHUSETTS
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LOWELL NATIONAL HISTORICAL PARK
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NORTH EAST
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LOWELL
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MASSACHUSETTS
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CONSERVATION ASSISTANCE
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PLANNING FACILITIES &
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NORTHEAST REGIONAL OFFICE
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CONSTRUCTION DRAWINGS
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LEGEND
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PARK HEADQUARTERS
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VISITOR CENTER
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PARK BOUNDARY
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PARKING
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HQ.
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LOWELL NATIONAL HISTORICAL PARK
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BOUNDARY IS GOVERNMENT OWNED.
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NOT ALL LAND INSIDE THE PARK
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NOTE
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COVER SHEET
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TITLE OF SHEET
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SUB
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LIST OF DRAWINGS
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FLOOR PLAN AND FRAMING PLAN
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SECTIONS AND DETAILS
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SCALE OF MILES
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EXISTING CONDITIONS PHOTOGRAPHS
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BLDG.
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TRUE
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GENERAL NOTES, ABBREVIATIONS AND DESIGN CRITERIA
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EXISTING CONDITIONS PHOTOGRAPHS
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THIS PROJECT
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LOWER PAWTUCKET CANAL
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CENTRAL STREET
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WALKWAY
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PLAZA
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PRIVATELY-OWNED PARKING LOT
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PROPOSED CONTRACTOR STAGING AREA
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SIDEWALK (PUBLIC RIGHT-OF-WAY)
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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CV
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SCALE
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SCALE OF FEET
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LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
REHABILITATE CENTRAL STREET CANAL WALKWAY
AutoCAD SHX Text MISCELLANEOUS NOTES M1 VERIFY EXISTING CONDITIONS, DIMENSIONS, MATERIALS AND VERIFY EXISTING CONDITIONS, DIMENSIONS, MATERIALS AND METHODS OF CONSTRUCTION PRIOR TO COMMENCING WORK. M2 DETAILS INDICATE REQUIRED CONSTRUCTION AT SPECIFIC DETAILS INDICATE REQUIRED CONSTRUCTION AT SPECIFIC LOCATIONS. FOR THE LOCATIONS NOT SPECIFICALLY DETAILED, USE SIMILAR CONSTRUCTION TO THE MOST APPROPRIATE DETAIL.
AutoCAD SHX Text DESIGN CRITERIA BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE, 780 CMR, 9TH EDITION (BASED ON 2015 INTERNATIONAL BUILDING CODE) LIVE LOAD: WALKWAY AND STAIRS 100 psf 100 psf SNOW LOAD: GROUND SNOW LOAD, Pg 50 psf (TABLE 1604.11) 50 psf (TABLE 1604.11) FLAT ROOF SNOW LOAD, Pf N/A N/A SNOW EXPOSURE FACTOR, Ce 1.0 1.0 SNOW LOAD IMPORTANCE FACTOR, Is 1.0 1.0 THERMAL FACTOR, Ct 1.2 1.2 DRIFTED & UNBALANCED SNOW PER ASCE 7-05 WIND LOAD: BASIC WIND SPEED, (Vult, 3 SEC GUST) 123 mph (TABLE 1604.11) (TABLE 1604.11) RISK CATEGORY II II WIND EXPOSURE C C INTERNAL PRESSURE COEFFICIENT, Gcpi N/A N/A COMPONENTS AND CLADDING, Pasd ROOF SURFACE (ZONE 1) N/A N/A ROOF EDGE (ZONE 2) N/A N/A ROOF CORNER (ZONE 3) N/A N/A WALL SURFACE (ZONE 4) N/A N/A WALL EDGE (ZONE 5) N/A N/A EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR, Ie 1.00 1.00 RISK CATEGORY II II SPECTRAL RESPONSE ACCELERATION, Ss 0.235 (TABLE 1604.11) SPECTRAL RESPONSE ACCELERATION, S1 0.074 (TABLE 1604.11) SPECTRAL RESPONSE COEFFICIENT, Sds 0.251 0.251 SPECTRAL RESPONSE COEFFICIENT, Sd1 0.109 0.109 SEISMIC DESIGN CATEGORY B B BASIC SEISMIC-FORCE-RESISTING SYSTEM N/A N/A DESIGN BASE SHEAR, V N/A N/A SEISMIC RESPONSE COEFFICIENT, Cs N/A N/A RESPONSE MODIFICATION FACTOR, R N/A N/A ANALYSIS PROCEDURE NOT REQUIRED NOT REQUIRED
AutoCAD SHX Text SPECIAL INSPECTION NOTES SI1 SPECIAL INSPECTIONS REQUIRED BY THE MASSACHUSETTS STATE SPECIAL INSPECTIONS REQUIRED BY THE MASSACHUSETTS STATE BUILDING CODE SHALL BE PERFORMED BY THE SPECIAL INSPECTOR FOR THE FOLLOWING ITEMS: CONCRETE: CAST-IN-PLACE (BC 1704.4) CONCRETE: TEST CYLINDERS (BC 1905.6) CONCRETE: MIX DESIGN (BC 1905.3) SI2 THE SPECIAL INSPECTOR SHALL FILE ALL APPROPRIATE FORMS WITH THE SPECIAL INSPECTOR SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT.
AutoCAD SHX Text CONCRETE NOTES C1 REFER TO DIVISION 3 SPECIFICATION SECTION - MISCELLANEOUS REFER TO DIVISION 3 SPECIFICATION SECTION - MISCELLANEOUS CONCRETE - FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW. C2 A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION SHALL A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION SHALL BE PERFORMED ON ALL STRUCTURAL CONCRETE WORK IN ACCORDANCE WITH THE SPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE TESTING REQUIREMENTS TO BE COMPLETED. C3 SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP DATA, FOR EACH TYPE OF CONCRETE PROPOSED FOE USE TO THE ENGINEER FOR REVIEW. ALLOW ADEQUATE TIME FOR REVIEW PRIOR TO PERFORMING CONCRETE WORK. C4 DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE WITH THE APPLICABLE EDITIONS OF ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." C5 SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND PLACEMENT FOR REVIEW PRIOR TO FABRICATION. INCLUDE DETAILS AND LOCATIONS OF ALL CONSTRUCTION JOINTS, SLEEVES, OPENINGS, ETC. C6 CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE. C7 DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE. DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE. C8 HORIZONTAL JOINTS IN CONCRETE POURS ARE NOT PERMITTED. HORIZONTAL JOINTS IN CONCRETE POURS ARE NOT PERMITTED. C9 ALLOW THE TESTING AGENCY TO REVIEW REINFORCING PRIOR TO PLACING ALLOW THE TESTING AGENCY TO REVIEW REINFORCING PRIOR TO PLACING ANY CONCRETE. PROVIDE ADEQUATE ADVANCED NOTICE. C10 PROVIDE AIR-ENTRAINING IN CONCRETE AS SET FORTH IN THE PROVIDE AIR-ENTRAINING IN CONCRETE AS SET FORTH IN THE SPECIFICATIONS. C11 REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER AND ACI 306 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER. C12 PROVIDE CONCRETE AND REINFORCING MATERIALS LISTED BELOW: PROVIDE CONCRETE AND REINFORCING MATERIALS LISTED BELOW: CONCRETE: ALL LOCATIONS f'c = 4000 psi, UNIT WEIGHT 150 pcf REINFORCEMENT: ASTM A615, GRADE 60
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1. DOCUMENTS FOR THE WORK TO CONFORM WITH MASSACHUSETTS DOCUMENTS FOR THE WORK TO CONFORM WITH MASSACHUSETTS STATE BUILDING CODE.
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2. DO NOT SCALE DRAWINGS. DIMENSIONAL DISCREPANCIES AND QUESTIONS DO NOT SCALE DRAWINGS. DIMENSIONAL DISCREPANCIES AND QUESTIONS SHALL BE DIRECTED TO THE CONTRACTING OFFICER.
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3. ALL DIMENSIONS SHOWN ARE FEET AND INCHES UNLESS NOTED ALL DIMENSIONS SHOWN ARE FEET AND INCHES UNLESS NOTED OTHERWISE. DIMENSIONS INDICATED WITH (±) REQUIRE FIELD VERIFICATION BY THE CONTRACTOR.
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4. ANY FIELD CONDITIONS AFFECTING NEW WORK NOT CORRESPONDING TO ANY FIELD CONDITIONS AFFECTING NEW WORK NOT CORRESPONDING TO THE DRAWINGS SHALL IMMEDIATELY BE REPORTED TO THE CONTRACTING OFFICER FOR RESOLUTION.
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5. THESE DRAWINGS ARE PREPARED AND COORDINATED WITH FEDERAL THESE DRAWINGS ARE PREPARED AND COORDINATED WITH FEDERAL ACQUISITION REGULATIONS, CONTRACT CLAUSES, SPECIAL CONTRACT REQUIREMENTS, DRAWINGS AND PROJECT MANUAL, TOGETHER THESE FORM THE CONSTRUCTION DOCUMENTS.
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GENERAL NOTES
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DETAIL NUMBER
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WHERE DETAIL
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IS DRAWN
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IS DRAWN
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WHERE DETAIL
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DRAWING NUMBER
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DRAWING SCALE
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%%U GENERAL NOTES
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NO SCALE
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%%U MATERIAL INDICATIONS
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DETAIL OR SECTION
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STEEL
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EARTH
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CONCRETE
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DETAIL NAME
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ELEVATOR OR ELEVATION
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ELECTRICAL PANEL BOARD
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EXISTING TO REMAIN
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FIRE EXTINGUISHER
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FINISHED FLOOR
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FACE OF CONCRETE
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UNFINISHED
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VARIES
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UNLESS NOTED OTHERWISE
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UNDERWRITERS LABORATORIES
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WITH
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VERIFY IN FIELD
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VERTICAL
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WOOD
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WELDED WIRE FABRIC
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WATERPROOF / WORKING POINT
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WITHOUT
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UNO
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UL
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VAR
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VIF
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VERT
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PL
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PH
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PIL
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PLYWD
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PLAS
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PNL
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PT
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PTD
AutoCAD SHX Text R
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QTY
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PAINT(ED)
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RISER, RADIUS
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QUANTITY
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PLATE
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PRESSURE TREATED
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PANEL
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PLYWOOD
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PLASTER
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PHASE
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PILASTER
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WD
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WP
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WWF
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RD
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REFL
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REINF
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RO
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RM
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REQD
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ROOF DRAIN
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ROUGH OPENING
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REINFORCE(ED, MENT)
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ROOM
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REFLECTED
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REQUIRED
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RAD
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RADIUS
AutoCAD SHX Text W/O
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UNFIN
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HOLLOW CORE
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GYPSUM
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HORIZONTAL
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HIGH POINT
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HARDWOOD
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HC
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GWB
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GYP
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HDWD
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HOR
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HP
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HM
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HARDWOOD
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HEIGHT
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INCH
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THAT IS
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HWD
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HT
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ID
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IN
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COORDINATE
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COURSE
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CONT
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COORD
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CRS
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DETAIL
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DEMOLISH
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DIMENSION
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DIAMETER
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DET
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DEMO
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DIM
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DIA
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DRAIN
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CONTINU(OUS, ATION)
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INTERIOR
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JUNCTION BOX
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JOINT
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INT
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JB
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JT
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INSUL
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EACH
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DRAWING
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EA
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DWG
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INSIDE DIAMETER
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INSULAT(E, D, ION)
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GYPSUM WALL BOARD
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HOLLOW METAL
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PB
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PULLBOX
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%%U DESIGN CRITERIA, GENERAL NOTES/KEYED WORK ITEM NOTES
AutoCAD SHX Text S2
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LPDC
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LIGHTNING PROTECTION
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DOWN CONDUCTOR
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PLYWOOD
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THERMOPLASTIC
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TPO
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POLYOLEFIN
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NEW WORK KEY NOTES
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EXISTING
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THICK(NESS)
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THK
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VENT THROUGH ROOF SHINGLES
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VTRS
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VENT THROUGH ROOF MEMBRANE ROOF
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VTR
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EF
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EXHAUST FAN
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GOOSENECK EXPOSED
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GED
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DUCT
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DOWNSPOUT
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DS
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CONSTRUCTION
AutoCAD SHX Text CC1 CONTRACTOR SHALL COORDINATE THE WORK WITH E.G.P.N.A., INCLUDING BUT NOT LIMITED TO THE FOLLOWING: USE OF THE CANAL BY THE CONTRACTOR, INCLUDING BOAT LAUNCHES AND NAVIGATIONAL LOCKS. MAINTAINING ACCESS TO THE CANAL DURING THE WORK FOR E.G.P.N.A. MAINTENANCE ACTIVITIES OF E.G.P.N.A., INCLUDING PLANNED AND/OR UNPLANNED TIMES WHEN THE CANAL WILL BE LOWERED OR DEWATERED.
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COORDINATION WITH ENEL GREEN POWER NORTH AMERICA (E.G.P.N.A.)
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text 6/26/18 15:16 CVOLANS R20 W:\BOS\P-DRIVE\2015\2015604\DRAWINGSET-08\S\CSCW-S2.DWG
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CV
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MK
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GENERAL NOTES, ABBREVIATIONS
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DRAWN:
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LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
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REHABILITATE CENTRAL STREET CANAL WALKWAY
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AND DESIGN CRITERIA
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AutoCAD SHX Text 142662
06/28/2018
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EJ
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EJ
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EJ
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EJ
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EJ
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EJ
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AutoCAD SHX Text EXISTING W12 BEAM TO BE PAINTED, TYP. PROVIDE (5) 12"DIA x 4" LONG HEADED STUD ANCHORS, EVENLY SPACED ALONG BEAM.
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EXISTING C12 BEAM TO BE PAINTED, TYP.
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EXISTING DRAINS
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FACE OF EXIST SEAWALL
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CJ
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CJ
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WALKWAY DECK DRAIN, TYP. (11) LOCATIONS
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CONSTRUCTION LIMIT LINE
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EXISTING CATCH BASIN TO REMAIN, TYP. (3) LOCATIONS
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EXISTING UTILITIES BELOW, (NOT IN CONTRACT)
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EXISTING GRANITE STAIR TREADS TO REMAIN, TYP. (3) STAIRS
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TYP.
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TYP.
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TYP.
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EXISTING LIGHT POLE TO REMAIN, TYP. (3) LOCATIONS
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BRICK PAVERS TO REMAIN
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BRICK PAVERS TO REMAIN
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LOWER PAWTUCKET CANAL BELOW
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WALKWAY DECK DRAIN, TYP. (11) LOCATIONS
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LOWER PAWTUCKET CANAL BELOW
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TYP.
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CONSTRUCTION LIMIT LINE
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AutoCAD SHX Text S4
AutoCAD SHX Text S5
AutoCAD SHX Text
AutoCAD SHX Text INDICATES SPAN DIRECTION OF CONCRETE SLAB [5" (MIN) AT FLOOR DRAINS, 6" (MAX) AT HIGH POINTS] REINF W/ #4 AT 12" OC EACH WAY.
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SIDEWALK DRAIN TYP. (2) LOCATIONS SEE 1/S4 FOR INFORMATION
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AutoCAD SHX Text REMOVE CONCRETE WALKWAY, INCLUDING BRICK TILES, FLOOR DRAINS AND ASSOCIATED LEADERS IN THEIR ENTIRETY DOWN TO STRUCTURAL STEEL FRAMING. STEEL FRAMING TO REMAIN. PROVIDE NEW CONCRETE WALKWAY.
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REMOVE, STORE AND REINSTALL BRICK PAVERS IN EXIT STAIR.
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REPAINT STEEL FRAMING.
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RAKE OUT JOINTS AND REPOINT COPING STONES.
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REMOVE RUST STAINING FROM COPING STONES.
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REPAIR CRACKED COPING STONES WITH INJECTION ADHESIVE.
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AutoCAD SHX Text REMOVE BRICK TILES AND MILL TOP OF SLAB ON GROUND; PROVIDE NEW CONCRETE TOPPING ATOP EXISTING SLAB.
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REPAIR DRAINAGE PIPE "IN KIND". SALVAGE AND RESET BRICK PAVERS.
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REMOVE, STORE, PAINT AND REINSTALL RAILING SYSTEM
AutoCAD SHX Text REMOVE, STORE, REGRADE SUBBASE AND REINSTALL BRICK PAVERS IN PLAZA BETWEEN WALKWAY STAIR AND EXIT STAIR.
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KEYED WORK ITEM NOTES
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REPAIR SPALLED CONCRETE AT STAIR WALL; SEE DETAIL 3/S5.
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REPAIR SPALLED CONCRETE CURB UNDER RAILING; SEE DETAIL 6/S4.
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REPAINT RAILING SYSTEM IN PLACE.
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AutoCAD SHX Text PROVIDE SPRAY-APPLIED CEMENTITIOUS COATING ATOP ALL NEW CONCRETE SLABS EXCEPT CURBS.
AutoCAD SHX Text NOTE: ALL MATERIALS REFERENCED IN THESE WORK ITEM NOTES ARE EXISTING UNLESS IDENTIFIED AS "NEW". WORK ITEM TAGS INDICATE APPROXIMATE LOCATIONS FOR REPAIR, CONTRACTOR TO FIELD VERIFY.
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REMOVE, STORE, PAINT AND REINSTALL GATE.
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text 6/26/18 13:25 CVOLANS R20 W:\BOS\P-DRIVE\2015\2015604\DRAWINGSET-08\S\CSCW-S3.DWG IMAGES: ..\..\050.EXISTING CONDITIONS\053.DRAWINGS\CENTRAL CANAL WALKWAY\HPSC0771_EDIT.TIF; ..\..\050.EXISTING CONDITIONS\053.DRAWINGS\CENTRAL CANAL WALKWAY\HPSC0779_EDIT.TIF;
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MK
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CV
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MK
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FLOOR PLAN AND
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DRAWN:
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FRAMING PLAN
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AutoCAD SHX Text S3
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SCALE
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SCALE
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LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
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REHABILITATE CENTRAL STREET CANAL WALKWAY
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SCALE OF FEET
AutoCAD SHX Text 1/8" = 1'-0"
AutoCAD SHX Text
FLOOR PLAN
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SCALE
AutoCAD SHX Text A
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FRAMING PLAN
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SCALE
AutoCAD SHX Text C
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SCALE OF INCHES
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AutoCAD SHX Text 1-1/2" = 1'-0"
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AutoCAD SHX Text 142662
LOWER PAWTUCKET CANAL
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EXISTING RAILING SYSTEM TO BE REUSED, TYP.
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FACE OF EXISTING
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NEW CONCRETE CURB BEYOND
AutoCAD SHX Text EXISTING STEEL FRAMING TO REMAIN; PAINT STEEL FRAMING. HEADED SHEAR STUDS NOT SHOWN FOR CLARITY.
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EXISTING MASONRY CANAL WALL
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MILL TOP OF SLAB ON GROUND, PROVIDE NEW CONCRETE TOPPING SLAB
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EXISTING CONCRETE CURB BEYOND TO REMAIN
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EXISTING GATE ASSEMBLY TO BE REUSED
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AutoCAD SHX Text S4
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AutoCAD SHX Text S5
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SIM.
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4" DIAMETER DRAIN (ASTM D2665, SCHEDULE 40 PVC PIPE FOR DRAINAGE WASTE AND VENT)
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1% SLOPE
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REFER TO 2/S3 FOR REINFORCEMENT
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LOWER PAWTUCKET CANAL
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EXISTING RAILING SYSTEM TO BE REUSED, TYP.
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FACE OF EXISTING BUILDING
AutoCAD SHX Text EXISTING STEEL FRAMING TO REMAIN; PAINT STEEL FRAMING. HEADED SHEAR STUDS NOT SHOWN FOR CLARITY.
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EXISTING MASONRY CANAL WALL
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AutoCAD SHX Text S4
AutoCAD SHX Text
AutoCAD SHX Text S4
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NOTE: VARY SLAB THICKNESS TO PROVIDE DRAINAGE TO DECK DRAINS
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EXISTING UTILITIES TO REMAIN
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SPRAY-APPLIED CEMENTITIOUS COATING.
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REFER TO 2/S3 FOR REINFORCEMENT
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REFER TO 2/S3 FOR REINFORCEMENT
AutoCAD SHX Text EXISTING STEEL FRAMING TO REMAIN; PAINT STEEL FRAMING. HEADED SHEAR STUDS NOT SHOWN FOR CLARITY.
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4" DIA. SCHEDULE 40 GALVANIZED STEEL PIPE LEADER, THREADED INTO DECK DRAIN.
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NOTE: VARY SLAB THICKNESS TO PROVIDE DRAINAGE TO DECK DRAINS
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DECK DRAIN
AutoCAD SHX Text PAINT EXISTING RAILING SYSTEM TO BE REUSED. PROVIDE GROUT LEVELING PAD AS REQUIRED.
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34" DIA. X 7 " EMBED 12" EMBED STAINLESS STEEL ADHESIVE ANCHOR, TYP.
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(4) #4 CONT. @ CURB
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#3 TIE @ 12" O.C.
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1" CHAMFER EDGE, TYP.
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FIELD VERIFY
AutoCAD SHX Text PAINT EXISTING RAILING SYSTEM TO BE REUSED. PROVIDE GROUT LEVELING PAD AS REQUIRED.
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STAINLESS STEEL ADHESIVE ANCHORS; SEE 2/S5 FOR INFORMATION.
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1" CHAMFER EDGE, TYP.
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PRE-MOLDED " X 1 " 12" X 1 " 34" EXPANSION JOINT
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MATCH EXIST.
AutoCAD SHX Text REMOVE AND STORE EXISTING BRICK PAVERS AS REQUIRED TO FACILITATE CURB INSTALLATION; RESET PAVERS.
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EXIST REINF TO REMAIN; PROTECT DURING CONCRETE REMOVAL OPERATIONS.
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SLOPE TOP OF CURB TO SHED WATER
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1" CHAMFER EDGE, TYP.
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PRE-MOLDED " X 1 " 12" X 1 " 34" EXPANSION JOINT
AutoCAD SHX Text PROVIDE POLYETHYLENE "SLIP SHEET" TO PROHIBIT BOND BETWEEN EXISTING BUILDING AND NEW CONCRETE SLAB/CURB. NEW SLAB TO ABUT EXISTING BUILDING
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FACE OF EXISTING BUILDING
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REFER TO 4/S5 FOR REINFORCEMENT
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CONT #4
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#3 TIE 12" O.C.
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REFER TO 2/S3 FOR REINFORCEMENT.
AutoCAD SHX Text EXISTING STEEL FRAMING TO REMAIN; HEADED SHEAR STUDS NOT SHOWN FOR CLARITY. PAINT STEEL FRAMING.
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PRE-MOLDED " X 1 " 12" X 1 " 34" EXPANSION JOINT
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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MK
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CV
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MK
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SECTIONS AND DETAILS
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DRAWN:
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SECTION AT WALKWAY AND SIDEWALK
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AutoCAD SHX Text S4
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SCALE
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SCALE
AutoCAD SHX Text B
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LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
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REHABILITATE CENTRAL STREET CANAL WALKWAY
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SCALE OF FEET
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AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
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SCALE
AutoCAD SHX Text C
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SCALE OF INCHES
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AutoCAD SHX Text
AutoCAD SHX Text 1-1/2" = 1'-0"
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SECTION AT WALKWAY
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SCALE
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SECTION AT WALKWAY RAILING AND CURB
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SCALE
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SECTION AT SIDEWALK CURB REPAIR
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SCALE
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SECTION AT WALKWAY CURB AT EXISTING WALL
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SCALE
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DETAIL AT WALKWAY EXPANSION JOINT
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SCALE
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AutoCAD SHX Text 142662
18" CHAMFER EDGE, TYP.
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EXISTING REINFORCEMENT TO REMAIN
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NEW REINFORCEMENT NOT SHOWN FOR CLARITY
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CONCRETE WALKWAY
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EXISTING RAILING BASE PLATE TO BE REUSED AND PAINTED
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34" DIA. X 7 " EMBED 12" EMBED STAINLESS STEEL ADHESIVE ANCHOR, TYP.
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EXISTING POST TO BE REUSED AND PAINTED
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FACE OF EXISTING CONCRETE WALL
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EXISTING REINFORCING TO REMAIN
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SAWCUT PERIMETER OF REPAIR AREA; DO NOT DAMAGE EXISTING REINFORCING.
AutoCAD SHX Text SOUND SURFACE OF WALL AND MARK AREAS OF DELAMINATION. DRILL CORNERS AND SAWCUT PERIMETER IN RECTANGULAR SHAPE. BLAST-CLEAN CAVITY AND EXISTING REINFORCING. APPLY BONDING AGENT TO EXISTING CONCRETE SURFACE AND ANTI-CORROSION COATING TO EXISTING REINFORCING. PLACE PATCHING MATERIAL.
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NOTES:
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SLAB THICKNESS VARIES - 6" TYP, 5" @ FLOOR DRAIN
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#4 @ 12" OC
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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MK
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CV
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MK
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SECTIONS AND DETAILS
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DRAWN:
AutoCAD SHX Text 241738
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LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
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REHABILITATE CENTRAL STREET CANAL WALKWAY
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SCALE
AutoCAD SHX Text D
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AutoCAD SHX Text
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SCALE OF INCHES
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AutoCAD SHX Text 3" = 1'-0"
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SECTION AT TRANSITION FROM WALKWAY TO STAIR
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AutoCAD SHX Text S5
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SCALE
AutoCAD SHX Text D
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DETAIL AT EXISTING POST BASE PLATE
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SCALE
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REPAIR DETAIL AT SURFACE SPALL
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SCALE
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SCALE
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SCALE OF INCHES
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AutoCAD SHX Text
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AutoCAD SHX Text 1-1/2" = 1'-0"
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REINFORCEMENT SECTION
AutoCAD SHX Text
AutoCAD SHX Text S5
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SCALE
AutoCAD SHX Text C
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AutoCAD SHX Text 142662
AutoCAD SHX Text
AutoCAD SHX Text REMOVE CONCRETE WALKWAY, INCLUDING BRICK TILES, FLOOR DRAINS AND ASSOCIATED LEADERS IN THEIR ENTIRETY DOWN TO STRUCTURAL STEEL FRAMING. STEEL FRAMING TO REMAIN. PROVIDE NEW CONCRETE WALKWAY.
AutoCAD SHX Text
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REMOVE, STORE AND REINSTALL BRICK PAVERS IN EXIT STAIR.
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REPAINT STEEL FRAMING.
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AutoCAD SHX Text
RAKE OUT JOINTS AND REPOINT COPING STONES.
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AutoCAD SHX Text
REMOVE RUST STAINING FROM COPING STONES.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR CRACKED COPING STONES WITH INJECTION ADHESIVE.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE BRICK TILES AND MILL TOP OF SLAB ON GROUND; PROVIDE NEW CONCRETE TOPPING ATOP EXISTING SLAB.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR DRAINAGE PIPE "IN KIND". SALVAGE BRICK PAVERS AND RESET.
AutoCAD SHX Text
REMOVE, STORE, PAINT AND REINSTALL RAILING SYSTEM
AutoCAD SHX Text REMOVE, STORE, REGRADE SUBBASE AND REINSTALL BRICK PAVERS IN PLAZA BETWEEN WALKWAY STAIR AND EXIT STAIR.
AutoCAD SHX Text
KEYED WORK ITEM NOTES
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR SPALLED CONCRETE AT STAIR WALL; SEE DETAIL 3/S5.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR SPALLED CONCRETE CURB UNDER RAILING; SEE DETAIL 6/S4.
AutoCAD SHX Text
AutoCAD SHX Text
REPAINT RAILING SYSTEM IN PLACE.
AutoCAD SHX Text
AutoCAD SHX Text PROVIDE SPRAY-APPLIED CEMENTITIOUS COATING ATOP ALL NEW CONCRETE SLABS EXCEPT CURBS.
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE, STORE, PAINT AND REINSTALL GATE.
AutoCAD SHX Text NOTE: ALL MATERIALS REFERENCED IN THESE WORK ITEM NOTES ARE EXISTING UNLESS IDENTIFIED AS "NEW". WORK ITEM TAGS INDICATE APPROXIMATE LOCATIONS FOR REPAIR, CONTRACTOR TO FIELD VERIFY.
AutoCAD SHX Text
DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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DRAWN:
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EXISTING CONDITIONS
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AutoCAD SHX Text
AutoCAD SHX Text S6
AutoCAD SHX Text
CV
AutoCAD SHX Text
CV
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MK
AutoCAD SHX Text 241738
AutoCAD SHX Text
PHOTOGRAPHS
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PHOTO 1 @ WALKWAY LOOKING EAST
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AutoCAD SHX Text S6
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PHOTO 2 @ WALKWAY LOOKING WEST (UNDERNEATH)
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AutoCAD SHX Text S6
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PHOTO 3 @ EAST WALKWAY EXIT STAIR
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AutoCAD SHX Text S6
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PHOTO 4 @ EAST WALKWAY EXIT STAIR
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AutoCAD SHX Text S6
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING UTILITIES
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
AutoCAD SHX Text
REHABILITATE CENTRAL STREET CANAL WALKWAY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1. PHOTOGRAPHS MAY NOT INDICATE ALL WORK PHOTOGRAPHS MAY NOT INDICATE ALL WORK ITEMS IN AREA WHERE PHOTOGRAPH WAS TAKEN.
AutoCAD SHX Text
EXISTING CONDITION PHOTOGRAPHS NOTE:
AutoCAD SHX Text
AutoCAD SHX Text 142662
AutoCAD SHX Text
AutoCAD SHX Text REMOVE CONCRETE WALKWAY, INCLUDING BRICK TILES, FLOOR DRAINS AND ASSOCIATED LEADERS IN THEIR ENTIRETY DOWN TO STRUCTURAL STEEL FRAMING. STEEL FRAMING TO REMAIN. PROVIDE NEW CONCRETE WALKWAY.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE, STORE AND REINSTALL BRICK PAVERS IN EXIT STAIR.
AutoCAD SHX Text
AutoCAD SHX Text
REPAINT STEEL FRAMING.
AutoCAD SHX Text
AutoCAD SHX Text
RAKE OUT JOINTS AND REPOINT COPING STONES.
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE RUST STAINING FROM COPING STONES.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR CRACKED COPING STONES WITH INJECTION ADHESIVE.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE BRICK TILES AND MILL TOP OF SLAB ON GROUND; PROVIDE NEW CONCRETE TOPPING ATOP EXISTING SLAB.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR DRAINAGE PIPE "IN KIND". SALVAGE BRICK PAVERS AND RESET.
AutoCAD SHX Text
REMOVE, STORE, PAINT AND REINSTALL RAILING SYSTEM
AutoCAD SHX Text REMOVE, STORE, REGRADE SUBBASE AND REINSTALL BRICK PAVERS IN PLAZA BETWEEN WALKWAY STAIR AND EXIT STAIR.
AutoCAD SHX Text
KEYED WORK ITEM NOTES
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR SPALLED CONCRETE AT STAIR WALL; SEE DETAIL 3/S5.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR SPALLED CONCRETE CURB UNDER RAILING; SEE DETAIL 6/S4.
AutoCAD SHX Text
AutoCAD SHX Text
REPAINT RAILING SYSTEM IN PLACE.
AutoCAD SHX Text
AutoCAD SHX Text PROVIDE SPRAY-APPLIED CEMENTITIOUS COATING ATOP ALL NEW CONCRETE SLABS EXCEPT CURBS.
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE, STORE, PAINT AND REINSTALL GATE.
AutoCAD SHX Text NOTE: ALL MATERIALS REFERENCED IN THESE WORK ITEM NOTES ARE EXISTING UNLESS IDENTIFIED AS "NEW". WORK ITEM TAGS INDICATE APPROXIMATE LOCATIONS FOR REPAIR, CONTRACTOR TO FIELD VERIFY.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
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TITLE OF SHEET
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DRAWN:
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AutoCAD SHX Text
AutoCAD SHX Text
CV
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CV
AutoCAD SHX Text
MK
AutoCAD SHX Text
EXISTING CONDITIONS
AutoCAD SHX Text S7
AutoCAD SHX Text 241738
AutoCAD SHX Text
PHOTOGRAPHS
AutoCAD SHX Text
LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
AutoCAD SHX Text
REHABILITATE CENTRAL STREET CANAL WALKWAY
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PHOTO 5 @ STAIR WALL
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AutoCAD SHX Text S7
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PHOTO 6 @ WEST WALKWAY STAIR
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AutoCAD SHX Text S7
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PHOTO 7 @ RAIL BASE AND STONE COPING
AutoCAD SHX Text
AutoCAD SHX Text S7
AutoCAD SHX Text
PHOTO 8 @ EAST WALKWAY EXIT STAIR CURB
AutoCAD SHX Text
AutoCAD SHX Text S7
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING WALL
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EXISTING BUILDING
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AutoCAD SHX Text
AutoCAD SHX Text
EXISTING PAVERS
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1. PHOTOGRAPHS MAY NOT INDICATE ALL WORK PHOTOGRAPHS MAY NOT INDICATE ALL WORK ITEMS IN AREA WHERE PHOTOGRAPH WAS TAKEN.
AutoCAD SHX Text
EXISTING CONDITION PHOTOGRAPHS NOTES:
AutoCAD SHX Text
AutoCAD SHX Text 142662
AutoCAD SHX Text
AutoCAD SHX Text REMOVE CONCRETE WALKWAY, INCLUDING BRICK TILES, FLOOR DRAINS AND ASSOCIATED LEADERS IN THEIR ENTIRETY DOWN TO STRUCTURAL STEEL FRAMING. STEEL FRAMING TO REMAIN. PROVIDE NEW CONCRETE WALKWAY.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE, STORE AND REINSTALL BRICK PAVERS IN EXIT STAIR.
AutoCAD SHX Text
AutoCAD SHX Text
REPAINT STEEL FRAMING.
AutoCAD SHX Text
AutoCAD SHX Text
RAKE OUT JOINTS AND REPOINT COPING STONES.
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE RUST STAINING FROM COPING STONES.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR CRACKED COPING STONES WITH INJECTION ADHESIVE.
AutoCAD SHX Text
AutoCAD SHX Text REMOVE BRICK TILES AND MILL TOP OF SLAB ON GROUND; PROVIDE NEW CONCRETE TOPPING ATOP EXISTING SLAB.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR DRAINAGE PIPE "IN KIND". SALVAGE BRICK PAVERS AND RESET.
AutoCAD SHX Text
REMOVE, STORE, PAINT AND REINSTALL RAILING SYSTEM
AutoCAD SHX Text REMOVE, STORE, REGRADE SUBBASE AND REINSTALL BRICK PAVERS IN PLAZA BETWEEN WALKWAY STAIR AND EXIT STAIR.
AutoCAD SHX Text
KEYED WORK ITEM NOTES
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR SPALLED CONCRETE AT STAIR WALL; SEE DETAIL 3/S5.
AutoCAD SHX Text
AutoCAD SHX Text
REPAIR SPALLED CONCRETE CURB UNDER RAILING; SEE DETAIL 6/S4.
AutoCAD SHX Text
AutoCAD SHX Text
REPAINT RAILING SYSTEM IN PLACE.
AutoCAD SHX Text
AutoCAD SHX Text PROVIDE SPRAY-APPLIED CEMENTITIOUS COATING ATOP ALL NEW CONCRETE SLABS EXCEPT CURBS.
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE, STORE, PAINT AND REINSTALL GATE.
AutoCAD SHX Text NOTE: ALL MATERIALS REFERENCED IN THESE WORK ITEM NOTES ARE EXISTING UNLESS IDENTIFIED AS "NEW". WORK ITEM TAGS INDICATE APPROXIMATE LOCATIONS FOR REPAIR, CONTRACTOR TO FIELD VERIFY.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
EXISTING CONDITIONS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S8
AutoCAD SHX Text
CV
AutoCAD SHX Text
CV
AutoCAD SHX Text
MK
AutoCAD SHX Text 241738
AutoCAD SHX Text
PHOTOGRAPHS
AutoCAD SHX Text
PHOTO 10 @ PLAZA LOOKING WEST AT WALKWAY EXIT STAIR
AutoCAD SHX Text
AutoCAD SHX Text S8
AutoCAD SHX Text
PHOTO 12 @ PLAZA ENTRY/EXIT STAIR
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AutoCAD SHX Text S8
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EXISTING BUILDING
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EXISTING WALL
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EXISTING WALL
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EXISTING SIDEWALK
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LOWELL NATIONAL HISTORICAL PARK, MASSACHUSETTS
AutoCAD SHX Text
REHABILITATE CENTRAL STREET CANAL WALKWAY
AutoCAD SHX Text
AutoCAD SHX Text
1. PHOTOGRAPHS MAY NOT INDICATE ALL WORK PHOTOGRAPHS MAY NOT INDICATE ALL WORK ITEMS IN AREA WHERE PHOTOGRAPH WAS TAKEN.
AutoCAD SHX Text
EXISTING CONDITION PHOTOGRAPHS NOTE:
AutoCAD SHX Text
AutoCAD SHX Text 142662
AutoCAD SHX Text 06/28/2018
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PHOTO 11 @ PLAZA
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AutoCAD SHX Text S8
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AutoCAD SHX Text
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PHOTO 9 @ TYPICAL RAIL BASE AND CURB
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AutoCAD SHX Text S8
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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LIMITS OF EXISTING PAVERS; NOT IN CONTRACT
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ADJUST/TIGHTEN LOOSE GATE, FIELD VERIFY
| 00 - CSCW-COVER sheet |
| 01 - CSCW S1-SITE PLAN |
| 02 - CSCW-S2 |
| 03 - CSCW S3 - PLANS |
| 04 - CSCW-S4 - SECTIONS |
| 05 - CSCW-S5 - SECT DET |
| 06 - CSCW-S6-PHOTOS |
| 07 - CSCW-S7-PHOTOS |
| 08 - CSCW-S8-PHOTOS |
File details come from the government source that posted it. Updated .