B08_Attachment_3a_-Drawings_(312547).pdf

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LOWE - Boott Cotton Mill Rehab/Repairs
Solicitation number
140P4324R0005
Issued by

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Written by GovTribe AI ·

This document is a set of construction drawings and specifications for the rehabilitation of the Boott Cotton Mills Courtyard at Lowell National Historical Park in Massachusetts. The project includes civil site work, landscape improvements, and restoration of the historic Counting House and Hose House. Key elements include concrete and brick paving, granite curbs and thresholds, trench drain installation, grading, landscaping, and historic building renovations. The project has a base bid and an alternate for additional work north of the railroad tracks. The project is being procured by the National Park Service New England Major Acquisition Buying Office, with the design by John G. Waite Associates, Architects. No pricing, response dates, or award information is provided in the drawings.

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Other files

File Type Posted
Sol_140P4324R0005_Amd_0003.pdf PDF
Sol_140P4324R0005_Amd_0002.pdf PDF
B08_Attachment_8_-_Questions_and_Answers_Part_2_0002.pdf PDF
B08_Attachment_7_-_Questions_and_Answers_0001.pdf PDF
Sol_140P4324R0005_Amd_0001.pdf PDF
B08_Attachment_2a_-_Specifications_(312547).pdf PDF
B08_Attachment_5_-_Construction_Contract_Administration.pdf PDF
B08_Attachment_4_-_WD_MA20240001_060124.pdf PDF
B08_Attachment_2c_-_Specifications_(258373).pdf PDF
B08_Attachment_2b_-_Specifications_(312999).pdf PDF
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B08_Attachment_6_-_Limitation_on_Subcontracting_Report_Template.xlsx XLSX spreadsheet
B08_Attachment_1_-_Scope_of_Work.pdf PDF
Sol_140P4324R0005.pdf PDF
B08_Attachment_3b_-Drawings_(312999).pdf PDF
B08_Attachment_3c_-_Drawings_(258373).pdf PDF
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REHABILITATION OF BOOTT COTTON MILLS COURTYARD

LOWELL NATIONAL HISTORICAL PARK

CONSTRUCTION DOCUMENTS

0 0.1 0.3 Kilometer

0.1 0.3 Mile

0.2

0.2

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NATIONAL PARK SERVICE

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NEW ENGLAND MAJOR ACQUISITION BUYING OFFICE

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UNITED STATES

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DEPARTMENT OF THE INTERIOR

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DRAWING NO.

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REGION

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COUNTY

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STATE

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NAME OF PARK

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LOCATION WITHIN PARK

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TITLE OF DRAWING

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PKG.

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NO.

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OF

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SHEET

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CHARLESTON NAVY YARD, BOSTON MA 02129

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CONSTRUCTION DOCUMENTS

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COVER SHEET

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LOWELL BOOTT COTTON MILLS COURTYARD

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LOWELL NATIONAL HISTORICAL PARK

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INTERIOR REGION 1

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MIDDLESEX

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MASSACHUSETTS

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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AutoCAD SHX Text Construction Drawing Not Preceded

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REVISION

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ARCHITECT JOHN G. WAITE ASSOCIATES, ARCHITECTS, PLLC ALBANY, NY

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AutoCAD SHX Text ABBREVIATIONS: DIA. = DIAMETER O.C. = ON CENTER QTY. = QUANTITY SF = SQUARE FEET SIM. = SIMILAR S.S = STAINLESS STEEL TYP. = TYPICAL WWF = WELDED WIRE FABRIC RR = RAILROAD

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LOWELL, MIDDLESEX CO., MA.

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PMIS: 311034

AutoCAD SHX Text 9/15/21 PHEHR K:\PROJECTS\20F0033 - NPS LOWE BOOTT COTTON COURTYARD\02 WORKING DRAWINGS\00 - ACCESS RAMPS\02 - SHEETS\T001 COVER SHEET.DWG

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THIS PROJECT

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DRAWING INDEX:

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SHEET

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SHEET NUMBER

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COVER SHEET

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CIVIL PLAN AND DETAILS

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EXISTING CONDITIONS SURVEY

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SITE PREPARATION PLAN

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MATERIALS AND LAYOUT PLAN

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DETAILS - MATERIALS AND LAYOUT PLAN

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GRADING PLAN

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AutoCAD SHX Text L401

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DETAIL - GRADING PLAN

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LANDSCAPE DETAILS

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LANDSCAPE DETAILS

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KEY PLAN

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COUNTING HOUSE PLAN

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EAST ENTRANCE PLAN

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COUNTING HOUSE PLAN

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EAST ENTRANCE PLAN

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COUNTING HOUSE ELEVATIONS

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EAST ENTRANCE ELEVATIONS

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EAST ENTRANCE STAIRS DETAILS

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HOSE HOUSE PLANS

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HOSE HOUSE ELEVATIONS

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HOSE HOUSE DETAILS

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%%U SITE PLAN

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LEGEND: PROJECT LIMIT LINE. PROJECT LIMIT LINE.

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JOHN ST.

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E

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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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CIVIL PLAN AND DETAILS

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LOWELL BOOTT COTTON MILLS COURTYARD

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JGWA

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MKS

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LOWELL NATIONAL HISTORIC PARK

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LOWELL, MASSACHUSETTS

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AutoCAD SHX Text 7/1/20 12:49 ESEHL R22 K:\PROJECTS\20F0029 - NPS VAFO NATIONAL MEMORIAL ARCH\02 WORKING DRAWINGS\BASES\NPS-VAFO 22X34 BASESHEET.DWT XREFS: ..\BASES\XG-PROGRESS STAMP.DWG;

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%%U CIVIL PLAN

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%%U CATCH BASIN DETAIL SECTION

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%%U DOWNSPOUT BOOT DETAIL SECTION

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TYPICAL

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TYPICAL

AutoCAD SHX Text LEGEND: PROVIDE 4" DIAMETER STORM DRAIN PIPING. SLOPE " PER FOOT. 14" PER FOOT. PROVIDE 1" DIAMETER ELECTRICAL CONDUIT

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VARIES.

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%%U PIPING DETAIL SECTION

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TRUE NORTH

DRILL

HOLE

(FO

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(FO

UND)

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WOOD DECK

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COBBLE PAVERS

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GRAN. RUNNERS (TYP.)

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CHIP SEALED PAVEMENT

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GRAN. RUNNERS (TYP.)

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CONC. PAVERS

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CONC. PAVERS

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TRENCH DRAIN

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ASPHALT PAVED WALK

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GRASS SLOPE

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STONE RIP RAP

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STONE RIP RAP

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BRICK RAMP

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STONE RIP RAP

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GRASS AREA

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CHIP SEALED PAVEMENT

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PAD

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TRANSFORMERS

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RETAINING WALL

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CONCRETE WALK

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ELECTRIC BOX

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PAD

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BOLLARDS (TYP.)

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BOLLARDS W/ LIGHT (TYP.)

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12" PVC DRAIN

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MH

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MH

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SLUICE GATE HOISTS

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RIP RAP

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ANCHOR BLOCK

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ANCHOR BLOCK

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GRANITE STEPS W/ OVERHANG

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GAS METER

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ELECTRIC METER

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GRANITE STEPS W/ OVERHANG

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GRANITE STEPS W/ RAILING

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CANAL

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N/F UNITED STATES OF AMERICA BOOK 2696 / PG. 463 BOOK 4071 / PG. 58

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GRANITE STEPS

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EDGE OF PAVEMNT

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DS

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DS

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DS

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DS

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A/C UNIT

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DS

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DS

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DS

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4" PIPE

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TRENCH DRAIN

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GRANITE STEPS W/ OVERHANG

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FLUSH GRAN. CURB AREA

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EDGE OF STONE RIP RAP

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WOOD BENCH

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HISTORIC STEEL EQUIPMENT

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N/F EASTERN MILLS LIMITED PARTNERSHIP BOOK 15732 / PG. 274

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N/F AP BOOTT MILLS, LLC BOOK 15732 / PG. 274

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EASTERN

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UTILITY AND ROW EASEMENT

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UTILITY AND ACCESS EASEMENT

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RAILROAD AND VEHICLE EASEMENT

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SEWER EASEMENT

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PASSAGE AND MAINTENANCE EASEMENT WITHIN COURTYARD

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N/F WATERFRONT LOFTS AT BOOTT MILLS CONDOMINIUM BOOK 19651 / PG. 1

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N/F BOOTT HYDROPOWER, INC. BOOK 2690 / PG. 542

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DS

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CRUSHED STONE BED

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CRUSHED STONE BED

AutoCAD SHX Text 78.53

AutoCAD SHX Text 80.39

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AutoCAD SHX Text 80.38

AutoCAD SHX Text 78.28

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AutoCAD SHX Text 76.15

AutoCAD SHX Text 75.92

AutoCAD SHX Text 75.84

AutoCAD SHX Text 76.59

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CB TF=75.18 INV NW=69.73

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CB TF=75.43

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CB TF=75.40

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MH TF=66.38'

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GV

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BENCHMARK: CHISEL SQUARE EL=75.70'

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AutoCAD SHX Text 75.76

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GV

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AutoCAD SHX Text 74.89

AutoCAD SHX Text 72.63

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AutoCAD SHX Text 75.35

AutoCAD SHX Text 69.99

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HH

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HH

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LOW POINT 75.48

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AutoCAD SHX Text 76.01

AutoCAD SHX Text 75.96

AutoCAD SHX Text 76.19

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AutoCAD SHX Text 75.94

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FF 77.69

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FF 75.97

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FF 75.95

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FF 75.92

AutoCAD SHX Text 75.34

AutoCAD SHX Text 75.59

AutoCAD SHX Text 75.49

AutoCAD SHX Text 75.27

AutoCAD SHX Text 75.50

AutoCAD SHX Text 75.61

AutoCAD SHX Text 75.69

AutoCAD SHX Text 75.57

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ELEC. MH TF=75.05'

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CB TF=74.75

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CB TF=74.68

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BENCHMARK: CHSL SQR EL=78.14'

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TF=75.22'

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TF=75.83'

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AutoCAD SHX Text N 56°54'42" W 237.55'

AutoCAD SHX Text S 32°38'29" W 21.05'

AutoCAD SHX Text N 56°54'09" W 82.47'

AutoCAD SHX Text N 33°24'19" E 54.98'

AutoCAD SHX Text S 33°04'41" W

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AutoCAD SHX Text N 57°00'34" W 69.39'

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WOOD BENCH

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DATE:

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DESIGNED:

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SUB SHEET NO.

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EXISTING CONDITIONS SURVEY

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REHABILITATION OF BOOTT

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COTTON MILLS COURTYARD

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TJE

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TJE

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TJE

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LOWELL NATIONAL HISTORICAL PARK

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LOWELL, MASSACHUSETTS

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AutoCAD SHX Text 9/14/21 TOM H:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L100-EXISTING CONDITIONS SURVEY.DWG

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AutoCAD SHX Text MAP REFERENCES: 1. PLAN OF LAND IN LOWELL, MASS. BOOTT MILLS, SCALE: 1"=40', DATE: OCTOBER 16, 1984, BY PLAN OF LAND IN LOWELL, MASS. BOOTT MILLS, SCALE: 1"=40', DATE: OCTOBER 16, 1984, BY DANA F. PERKINS & ASSOC, INC. 2. PLAN SHOWING MILL No. 6 PROPERTY LINES AT THE BOOT MILLS, LOWELL, MASS, SCALE: 1'=29' , PLAN SHOWING MILL No. 6 PROPERTY LINES AT THE BOOT MILLS, LOWELL, MASS, SCALE: 1'=29'±,DATE: MAY 6, 1955, REVISED MAY 27, 1955 3. LAND TITLE SURVEY IN LOWELL, MA, NORTH DISTRICT, MIDDLESEX COUNTY, BOOTT MILLS, SCALE: LAND TITLE SURVEY IN LOWELL, MA, NORTH DISTRICT, MIDDLESEX COUNTY, BOOTT MILLS, SCALE: 1"=20', DATE: JANUARY 12, 1988, BY SURVEY ENGINEERS OF BOSTON 4. BOOTT MILLS LOT 3A, ACTIVITY AND USE LIMITATION PLAN OF LAND IN LOWELL, MASSACHUSETTS, BOOTT MILLS LOT 3A, ACTIVITY AND USE LIMITATION PLAN OF LAND IN LOWELL, MASSACHUSETTS, MIDDLESEX COUNTY - NORTH DISTRICT, PREPARED FOR BOOTT MILL DEVELOPER LLC, SCALE: 1"=20', DATE: NOVEMBER 22, 2016, BY DGT SURVEY GROUP

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LEGEND

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DH

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PROPERTY LINE

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EDGE OF PAVEMENT

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WATER SHUTOFF

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YD

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MONITORING WELL

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DOWN SPOUT

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YARD DRAIN

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LIGHT

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FIRE HYDRANT

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H

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LEGEND

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BASE BID-ASPHALT TO BE REMOVED

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INDIVIDUAL FEATURE TO BE REMOVED

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GRASS PANELS

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TEMP CONSTRUCTION FENCE

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ALTERNATE #1: LAWN TO BE REMOVED

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ALTERNATE #1: ASPHALT TO BE REMOVED

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& CRUSHED STONE TO BE RELOCATED

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LINE BETWEEN BASE BID AND

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AutoCAD SHX Text 78.28

AutoCAD SHX Text 78.24

AutoCAD SHX Text 82.26

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AutoCAD SHX Text 80.64

AutoCAD SHX Text 79.19

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AutoCAD SHX Text 77.65

AutoCAD SHX Text 76.15

AutoCAD SHX Text 75.92

AutoCAD SHX Text 75.84

AutoCAD SHX Text 76.59

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CB TF=75.18 INV NW=69.73

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CB TF=75.43

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CB TF=75.40

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AutoCAD SHX Text 75.65

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MH TF=66.38'

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GV

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BENCHMARK: CHISEL SQUARE EL=75.70'

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AutoCAD SHX Text 75.76

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AutoCAD SHX Text 72.63

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LOW POINT 75.48

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AutoCAD SHX Text 76.01

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AutoCAD SHX Text 76.19

AutoCAD SHX Text 76.21

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FF 77.69

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FF 75.97

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FF 75.95

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FF 75.92

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AutoCAD SHX Text 75.49

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AutoCAD SHX Text 75.69

AutoCAD SHX Text 75.57

AutoCAD SHX Text 75.47

AutoCAD SHX Text 75.24

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ELEC. MH TF=75.05'

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CB TF=74.75

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CB TF=74.68

AutoCAD SHX Text 74.92

AutoCAD SHX Text 74.82

AutoCAD SHX Text 74.94

AutoCAD SHX Text 75.88

AutoCAD SHX Text 75.86

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AutoCAD SHX Text 76.05

AutoCAD SHX Text 75.11

AutoCAD SHX Text D

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FF 79.14

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AutoCAD SHX Text 76.03

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AutoCAD SHX Text 75.90

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AutoCAD SHX Text 75.32

AutoCAD SHX Text 75.43

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FF 77.64

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AutoCAD SHX Text 75.48

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ELEC. MH TF=77.94'

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BENCHMARK: CHSL SQR EL=78.14'

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CB TF=67.20

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ELEC. MH TF=76.83'

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FF 77.72

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AutoCAD SHX Text 77.22

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HH

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ELEC. MH TF=74.86'

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SEWER MH

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TF=75.22'

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CB TF=74.98

AutoCAD SHX Text 75.05

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CB TF=74.76

AutoCAD SHX Text 75.19

AutoCAD SHX Text 75.11

AutoCAD SHX Text 75.06

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MH

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TF=75.83'

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AutoCAD SHX Text 75.80

AutoCAD SHX Text 75.72

AutoCAD SHX Text 75.78

AutoCAD SHX Text 75.92

AutoCAD SHX Text 75.96

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FF 77.67

AutoCAD SHX Text 76.32

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AutoCAD SHX Text 77.58

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YD TF=76.30

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YD TF=77.50

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FF 77.65

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AutoCAD SHX Text N 56°54'42" W 237.55'

AutoCAD SHX Text S 32°38'29" W 21.05'

AutoCAD SHX Text N 56°54'09" W 82.47'

AutoCAD SHX Text N 33°24'19" E 54.98'

AutoCAD SHX Text N 30°44'17" E

AutoCAD SHX Text 78.27'

AutoCAD SHX Text S 33°04'41" W

AutoCAD SHX Text 81.00'

AutoCAD SHX Text S 33°04'41" W

AutoCAD SHX Text 91.32'

AutoCAD SHX Text N 57°48'12" W

AutoCAD SHX Text 23.39'

AutoCAD SHX Text N 57°00'34" W 21.98'

AutoCAD SHX Text N 57°00'34" W 69.39'

AutoCAD SHX Text S 32°51'06" W

AutoCAD SHX Text 62.13'

AutoCAD SHX Text S 33°24'19" W 30.16'

AutoCAD SHX Text MILL No. 6

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COUNTING HOUSE

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EXISTING COUNTING HOUSE COVERED PASSAGE

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BRIDGE

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HOSE HOUSE

AutoCAD SHX Text SALVAGE %%P5' LONG x VARYING WIDTH OF BRICK PAVERS

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SALVAGE TRENCH DRAIN

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SALVAGE 4+ ROWS OF CONCRETE PAVERS ON BRIDGE

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REMOVE EXISTING HANDRAILS ON STAIRS

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REMOVE EXISTING HANDRAILS ON STAIRS AND RAMP

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REMOVE EXISTING HANDRAILS ON STAIRS

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AREA FOR FUTURE CONCRETE WALK

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SALVAGE HISTORIC STEEL EQUIPMENT. CAREFULLY REMOVE AND

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REMOVE 2 EXISTING BENCHES

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PROTECT STRUCTURES TO REMAIN FROM DAMAGE

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REMOVE CONCRETE PAVING AND BASE MATERIAL (TYP.)

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REMOVE CONCRETE PAVING AND BASE MATERIAL (TYP.)

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SALVAGE GRANITE CURB

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PROTECT CONCRETE UTILITY BOX FROM DAMAGE

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REMOVE CONCRETE HC RAMP

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HC RAMP

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SALVAGE GRANITE CURB AT

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SAWCUT AND SALVAGE GRANITE

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CURB AT NEW HC RAMP LOCATION

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REMOVE ALL ASPHALT PAVEMENT AND BASE

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BETWEEN COUNTING HOUSE AND MILL #6

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TO SOUTH SIDE OF SIDE RR TRACK RAIL

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TAKE CARE NOT TO DAMAGE RR TRACK RAIL

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CLEAN 7 CATCH BASINS AND THEIR

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DRAINAGE PIPES - EXACT LOCATIONS OF

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DRAINAGE PIPES IS UNKNOWN

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CB

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SALVAGE GRANITE BLOCK PAVING AND REMOVE BASE MATERIAL

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TAKE CARE NOT TO DAMAGE STRUCTURES THAT REMAIN (TYP)

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PROVIDE TEMP. CONSTRUCTION FENCE TO BLOCK PEDESTRIAN

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USE AND ACCESS OF COVERED PASSAGE AND CONSTRUCTION AREA

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REMOVE CRUSHED STONE, ASPHALT WALK

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AND BASE MATERIAL (TYP)

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SALVAGE 3 GRANITE THRESHOLDS

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SALVAGE GRANITE CURB

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SALVAGE GRANITE THRESHOLD

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PROVIDE %%P101LF OF DAMAGED CURB TO CONTRACTING OFFICER AT

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CONTRACTING OFFICER'S DISCRETION.

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BASE BID:

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ALTERNATE #1:

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REMOVE ALL ASPHALT PAVEMENT AND BASE MATERIAL

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FROM BETWEEN RR TRACK RAILS AND NORTH OF

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RR TRACKS. TAKE CARE NOT TO DAMAGE RR TRACK RAILS

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REMOVE 2 EXISTING BENCHES

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SALVAGE EXISTING SIGN PANEL, POLE

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AND BASE AND TURN OVER TO

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GRANITE TRESHOLD

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4 GRASS PANELS AND RELATED WORK (TYP.):

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TAKE CARE NOT TO DAMAGE EXISTING UTILITIES & BURIED

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REMOVE EXIST. IRRIGATION SYSTEM

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REMOVE OLD LIGHT BASES (%%P16) AND CONDUITS

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REMOVE FLUSH/GROUND MOUNTED LIGHTS (%%P3-4) AND CONDUITS

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REMOVE LAWN AND 6" OF SOIL

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PROTECT BOLLARD LIGHTS FROM DAMAGE

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FEATURES TO REMAIN

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AND CHIP AND SEAL PAVEMENT

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ALTERNATE #1: REMOVE LAWN AND SOIL

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AND RELOCATE CRUSHED STONE FOR

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NEW PAVEMENT (TYP.)

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SEE SHEET L301 MATERIALS &

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LAYOUT PLAN FOR LOCATION

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PROTECT STRUCTURES TO REMAIN FROM DAMAGE

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PROTECT STRUCTURES TO REMAIN FROM DAMAGE

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INSTALL INLET PROTECTION AT 7 CATCH BASINS (TYP.)

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BASE BID

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ALTERNATE #1

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PROTECT GRANITE RUNNER FROM DAMAGE (TYP.)

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SALVAGE GRANITE CURB

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PROVIDE TEMP. CONSTRUCTION FENCE

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EXISTING GRANITE CURB TO REMAIN

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ALTERNATE #1: REMOVE LAWN AND SOIL

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FOR NEW PAVEMENT

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SALVAGE HOSE HOUSE AND

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AND REMOVE BASE MATERIAL (TYP.)

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PROTECT CONCRETE PAD FROM DAMAGE

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MAINTAIN ACCESS TO (2) FIRE EGRESS DOORS

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RELOCATE CRUSHED STONE IN IMMEDIATE

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SALVAGE 2 CURVED SECTIONS OF

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NON-HISTORIC RR TRACK RAILS AND

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PROVIDE TO PARK

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SALVAGE GRANITE CURB ALONG

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CRUSHED STONE (TYP.)

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REMOVE EXISTING HANDRAILS INSIDE COUNTING HOUSE

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COVERED PASSAGE TAKE CARE NOT DAMAGE

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AT ALL TIMES

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BASE BID

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ALTERNATE #1

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NPS FACILITY DIVISION

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STRUCTURES THAT REMAIN (TYP)

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NOTE: BOOTT COTTON MILLS WILL REMAIN OPEN DURING CONSTRUCTION.

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COORDINATE TEMPORARY WALKWAYS TO MAINTAIN BUILDING ACCESS/EGRESS

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WITH THE CONTRACTING OFFICER.

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SALVAGE THE REST OF THE CURB FOR REUSE

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TEMPORARILY STORE EXISTING HISTORICAL STEEL EQUIPMENT.

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PROTECT AS REQUIRED.

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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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SITE PREPARATION PLAN

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REHABILITATION OF BOOTT

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COTTON MILLS COURTYARD

AutoCAD SHX Text 175205

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TJE

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TJE

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TJE

AutoCAD SHX Text 09/17/2021

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LOWELL NATIONAL HISTORICAL PARK

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LOWELL, MASSACHUSETTS

AutoCAD SHX Text 311034

AutoCAD SHX Text L200

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9/14/2021 12:01 PM

AutoCAD SHX Text TELMORE R2018 H:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L200-SITE PREP PLAN.DWGH:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L200-SITE PREP PLAN.DWG

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SCALE OF FEET

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DS

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A/C UNIT

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4" PIPE

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CB TF=82.56

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CB TF=75.18 INV NW=69.73

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CB TF=75.43

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CB TF=75.40

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MH TF=66.38'

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GV

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BENCHMARK: CHISEL SQUARE EL=75.70'

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GV

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HH

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ELEC. MH TF=75.05'

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CB TF=74.75

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CB TF=74.68

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ELEC. MH TF=77.94'

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BENCHMARK: CHSL SQR EL=78.14'

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CB TF=67.20

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MW

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TF=75.22'

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TF=75.83'

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YD TF=76.30

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YD TF=77.50

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SEE L301 - DETAIL: MATERIALS & LAYOUT PLAN

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AutoCAD SHX Text MILL No. 6

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COUNTING HOUSE

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BRIDGE

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HOSE HOUSE

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COUNTING HOUSE COVERED PASSAGE

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RESET SALVAGED GRANITE CURB (TYP.), REFER TO DETAIL

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PROVIDE CHIP AND SEAL PAV'T, REFER TO DETAIL

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BASE BID

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ALTERNATE #1

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SEE L301 - DETAIL: MATERIALS & LAYOUT PLAN

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FOR AREA AT EAST END OF COURTYARD

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FOR AREA IN COVERED PASSAGE AND IMMEDIATELY

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NORTH OF THE COUNTING HOUSE

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SEE L301 - DETAIL: MATERIALS & LAYOUT PLAN

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FOR IMPROVEMENTS RELATED TO TRENCH DRAIN

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SEE ARCH. DWG A400-A402

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PROVIDE CONCRETE PAVING, REFER TO DETAIL

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PROVIDE %%P101 LF OF NEW GRANITE CURB, REFER TO DETAIL

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PROVIDE CHIP AND SEAL PAVEMENT AT AND BETWEEN

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RR TRACK RAILS, REFER TO DETAIL

AutoCAD SHX Text 1/L500.

AutoCAD SHX Text 14'-9"

AutoCAD SHX Text 6"

AutoCAD SHX Text 20'-3"

AutoCAD SHX Text ±18'

AutoCAD SHX Text ±7'

AutoCAD SHX Text 75'-5"

AutoCAD SHX Text ±69'-10"

AutoCAD SHX Text 2/L500

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PROVIDE EXPANSION JOINT BETWEEN CONCRETE PAVING AND BUILDING (TYP.)

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REFER TO DETAIL

AutoCAD SHX Text ±8'-4"

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REFER TO DETAIL

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PROVIDE REINFORCED TURF 20" WIDE AROUND (4) GRASS PANELS

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AutoCAD SHX Text ±5'

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PROVIDE 20" WIDE REINFORCED TURF (TYP.)

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REFER TO DETAIL

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EXTEND CHIP AND SEAL PAVEMENT

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ALTERNATE #1: 2' OFFSET FROM RR TRACKS

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ALT. #1: 1' OFFSET FROM RR TRACKS

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ALT. #1: TRANSITION FROM 1' OFFSET TO 2' OFFSET

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ALT. #1: 2' OFFSET FROM RR TRACKS

AutoCAD SHX Text 2/L500

AutoCAD SHX Text 3/L501

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TO GRANITE RUNNER

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PAVEMENT AND CONCRETE PAVING

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HOLD EXIST RADIUS

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VERIFY OPERATION OF HYDRANT

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BASE BID

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ALTERNATE #1

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FLUSH TRANSITION BETWEEN CHIP AND SEAL

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LOCATION FOR POWER AND WATER TO IRRIGATION

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PROVIDE NEW IRRIGATION IN (4) REHABILITATED

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GRASS PANELS (TYP.)

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LEGEND

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ASPHALT PAVEMENT

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INDIVIDUAL FEATURE TO BE REMOVED

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GRASS PANELS

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LIMIT OF DEMOLITION

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BRICK PAVEMENT

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CONCRETE PAVEMENT

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LINE BETWEEN BASE DID AND

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ADD ALT BID

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REINFORCED TURF

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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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MATERIALS & LAYOUT PLAN

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REHABILITATION OF BOOTT

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COTTON MILLS COURTYARD

AutoCAD SHX Text 175205

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TJE

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TJE

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TJE

AutoCAD SHX Text 09/17/2021

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LOWELL NATIONAL HISTORICAL PARK

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LOWELL, MASSACHUSETTS

AutoCAD SHX Text 311034

AutoCAD SHX Text L300

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9/14/2021 12:02 PM

AutoCAD SHX Text TELMORE R2018 H:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L300-MATERIALS & LAYOUT PLAN.DWGH:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L300-MATERIALS & LAYOUT PLAN.DWG

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SCALE OF FEET

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(FO

UND)

DRILL

HOLE

(FO

UND)

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DS

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DS

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DS

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A/C UNIT

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WV

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MW

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ELEC. MH TF=77.94'

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BENCHMARK: CHSL SQR EL=78.14'

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CB TF=67.20

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MW

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AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

HH

AutoCAD SHX Text

CB TF=74.76

AutoCAD SHX Text

MH

AutoCAD SHX Text

TF=75.83'

AutoCAD SHX Text

WV

AutoCAD SHX Text

YD TF=76.30

AutoCAD SHX Text

YD TF=77.50

AutoCAD SHX Text N 57°00'34" W 21.98'

AutoCAD SHX Text N 57°00'34" W 69.39'

AutoCAD SHX Text S 32°51'06" W

AutoCAD SHX Text 62.13'

AutoCAD SHX Text

DETAIL: IMPROVEMENTS AT EAST END OF COURTYARD

AutoCAD SHX Text 2'

AutoCAD SHX Text 17'-3"

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 12'-9"

AutoCAD SHX Text 5'

AutoCAD SHX Text ±2'-8"

AutoCAD SHX Text 45°

AutoCAD SHX Text ±170°

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text ±10'-10"

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

PROVIDE CONCRETE PAV'T (TYP.)

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text

RESET HISTORIC STEEL EQUIPMENT ONTO

AutoCAD SHX Text

CONCRETE PAV'T IN FORMER LOCATION

AutoCAD SHX Text

PROVIDE GRANITE CURB, REFER TO DETAIL

AutoCAD SHX Text

RESET GRANITE CURB AND PROVIDE HC

AutoCAD SHX Text

ACCESS RAMP, RAMP TO BE CENTERED

AutoCAD SHX Text

ON EXIST. RAMP

AutoCAD SHX Text

REFER TO DETAILS

AutoCAD SHX Text 2/L500

AutoCAD SHX Text 3/L501

AutoCAD SHX Text 2+4/L500

AutoCAD SHX Text

RESET GRANITE CURB, REFER TO DETAIL

AutoCAD SHX Text

ALTERNATE #1

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

1' OFFSET FROM FORMER RR TRACKS

AutoCAD SHX Text

PROVIDE CHIP AND SEAL PAV'T, REFER TO DETAIL

AutoCAD SHX Text

PROTECT EXIST. GRANITE CURB THAT REMAINS

AutoCAD SHX Text

FROM DAMAGE (TYP.)

AutoCAD SHX Text

PROVIDE HANDRAIL, SEE ARCH DRWG. A102

AutoCAD SHX Text

PROVIDE HANDRAIL, SEE ARCH DRWG. A102

AutoCAD SHX Text

PROVIDE HANDRAIL, SEE ARCH DRWG. A102

AutoCAD SHX Text

2 BENCHES PROVIDED BY CONTRACTING OFFICER

AutoCAD SHX Text

PROVIDE CONCRETE PAV'T (TYP.),

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text 2/L500

AutoCAD SHX Text

REINFORCED TURF

AutoCAD SHX Text

GRASS PANEL

AutoCAD SHX Text

PROVIDE H20 FRAME AND COVER ON UTILITY

AutoCAD SHX Text

BOX. SEE SPECIFICATIONS

AutoCAD SHX Text

EXIST. FIRE EGREE DOORS

AutoCAD SHX Text

PROVIDE EXPANSION JOINT BETWEEN BUILDING AND NEW CONCRETE PAV'T (TYP.)

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text 2/L500

AutoCAD SHX Text 3/L501

AutoCAD SHX Text 1/L500

AutoCAD SHX Text

SEE SHEETS L400 AND L401 FOR EXPANSION AND CONTROL JOINT LAYOUT

AutoCAD SHX Text

SPREAD RELOCATED CRUSHED STONE IN

AutoCAD SHX Text

THIS VICINITY AND SMOOTH OUT SURFACE

AutoCAD SHX Text & 5/L501

AutoCAD SHX Text L301

AutoCAD SHX Text

AutoCAD SHX Text

AND INSTALLED BY CONTRACTOR

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

INDIVIDUAL FEATURE TO BE REMOVED

AutoCAD SHX Text

GRASS PANELS

AutoCAD SHX Text

LIMIT OF DEMOLITION

AutoCAD SHX Text

BRICK PAVEMENT

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text

LINE BETWEEN BASE DID AND

AutoCAD SHX Text

ADD ALT BID

AutoCAD SHX Text

REINFORCED TURF

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

CB TF=75.18 INV NW=69.73

AutoCAD SHX Text

CB TF=75.43

AutoCAD SHX Text

CB TF=75.40

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

GV

AutoCAD SHX Text

ELEC. MH TF=75.05'

AutoCAD SHX Text

CB TF=74.75

AutoCAD SHX Text

CB TF=74.68

AutoCAD SHX Text S 32°38'29" W 21.05'

AutoCAD SHX Text N 56°54'09" W 82.47'

AutoCAD SHX Text N 33°24'19" E 54.98'

AutoCAD SHX Text S 33°24'19" W 30.16'

AutoCAD SHX Text

DETAIL: IMPROVEMENTS IN COVERED PASSAGE AND IMMEDIATELY

AutoCAD SHX Text

NORTH OF THE COUNTING HOUSE

AutoCAD SHX Text

PROVIDE HANDRAILS, SEE ARCH DRWG A101

AutoCAD SHX Text

RESET GRANITE THRESHOLD, REFER TO DETAIL

AutoCAD SHX Text 6/L500

AutoCAD SHX Text

PROVIDE BRICK PAVING, REFER TO DETAIL

AutoCAD SHX Text 3/L500

AutoCAD SHX Text

PROVIDE (3) GRANITE THRESHOLDS (TYP.), REFER TO DETAIL

AutoCAD SHX Text 6/L500

AutoCAD SHX Text

RESET GRANITE CURB, REFER TO DETAIL

AutoCAD SHX Text

RESET GRANITE BLOCK PAVING, REFER TO DETAIL

AutoCAD SHX Text 7/L500

AutoCAD SHX Text 3/L501

AutoCAD SHX Text

SOUTH EDGE OF RESET GRANITE CURB

AutoCAD SHX Text

TO BE CENTERED ON DOOR (TYP.)

AutoCAD SHX Text

RESET GRANITE CURB

AutoCAD SHX Text 3/L501

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

PROVIDE 20" WIDE REINFORCED TURF (TYP.)

AutoCAD SHX Text 2/L501

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text

PROVIDE DRAINAGE PIPES (TYP.),

AutoCAD SHX Text

SEE CIVIL PLAN, C100

AutoCAD SHX Text

COUNTING HOUSE

AutoCAD SHX Text

COVERED PASSAGE

AutoCAD SHX Text

2 BENCHES PROVIDED

AutoCAD SHX Text

PROVIDE NPS STANDARD ACCESSIBLE

AutoCAD SHX Text

BY CONTRACTING OFFICER

AutoCAD SHX Text

HOSE HOUSE

AutoCAD SHX Text

SEE ARCH DRWG A400-A402

AutoCAD SHX Text

PROVIDE CONCRETE PAVEMENT,

AutoCAD SHX Text 2/L500

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text 5/L500

AutoCAD SHX Text

RESET GRANITE THRESHOLD,

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text

WAYSIDE BASE, REFER TO DETAIL

AutoCAD SHX Text 4/L501

AutoCAD SHX Text L301

AutoCAD SHX Text

AutoCAD SHX Text

AND INSTALLED BY CONTRACTOR

AutoCAD SHX Text S 33°24'19" W 30.16'

AutoCAD SHX Text

DETAIL: IMPROVEMENTS RELATED TO TRENCH DRAIN

AutoCAD SHX Text

RESET 1 ROW CONCRETE PAVERS

AutoCAD SHX Text

RESET 3 SECTIONS TRENCH DRAIN

AutoCAD SHX Text

WITH OUTLET AT EAST END

AutoCAD SHX Text

COVERED PASSAGE AT WEST END OF COUNTIG HOUSE

AutoCAD SHX Text

EXISTING GRANITE EDGING ON BRIDGE TO REMAIN

AutoCAD SHX Text

RESET %%P5' OF BRICK PAVING

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text

REFER TO DETAIL

AutoCAD SHX Text ±5'

AutoCAD SHX Text 6/L501

AutoCAD SHX Text 6/L501

AutoCAD SHX Text

BUILDING WALL

AutoCAD SHX Text

COVERED PASSAGE

AutoCAD SHX Text

BUILDING WALL

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

RESET 3 ROWS CONCRETE PAVERS

AutoCAD SHX Text L301

AutoCAD SHX Text

AutoCAD SHX Text

COUNTING HOUSE

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

TJE

AutoCAD SHX Text

REHABILITATION OF BOOTT

AutoCAD SHX Text

COTTON MILLS COURTYARD

AutoCAD SHX Text 175205

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TJE

AutoCAD SHX Text

TJE

AutoCAD SHX Text

TJE

AutoCAD SHX Text 09/17/2021

AutoCAD SHX Text

LOWELL NATIONAL HISTORICAL PARK

AutoCAD SHX Text

LOWELL, MASSACHUSETTS

AutoCAD SHX Text 311034

AutoCAD SHX Text L301

AutoCAD SHX Text

9/14/2021 12:02 PM

AutoCAD SHX Text TELMORE R2018 H:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L300-MATERIALS & LAYOUT PLAN.DWGH:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L300-MATERIALS & LAYOUT PLAN.DWG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text

AutoCAD SHX Text 3" = 1'-0"

(FO

UND)

DRILL

HOLE

(FO

UND)

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

4" PIPE

AutoCAD SHX Text

DS

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CB TF=82.56

AutoCAD SHX Text 78.53

AutoCAD SHX Text 80.39

AutoCAD SHX Text 82.21

AutoCAD SHX Text 82.31

AutoCAD SHX Text 82.36

AutoCAD SHX Text 82.20

AutoCAD SHX Text 80.38

AutoCAD SHX Text 78.28

AutoCAD SHX Text 78.24

AutoCAD SHX Text 82.26

AutoCAD SHX Text 82.10

AutoCAD SHX Text 80.64

AutoCAD SHX Text 79.19

AutoCAD SHX Text 78.07

AutoCAD SHX Text 77.65

AutoCAD SHX Text 76.15

AutoCAD SHX Text 75.92

AutoCAD SHX Text 75.84

AutoCAD SHX Text 76.59

AutoCAD SHX Text 76.81

AutoCAD SHX Text

CB TF=75.18 INV NW=69.73

AutoCAD SHX Text

CB TF=75.43

AutoCAD SHX Text

CB TF=75.40

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text 75.65

AutoCAD SHX Text 75.44

AutoCAD SHX Text

MH TF=66.38'

AutoCAD SHX Text

GV

AutoCAD SHX Text

BENCHMARK: CHISEL SQUARE EL=75.70'

AutoCAD SHX Text 75.36

AutoCAD SHX Text 75.76

AutoCAD SHX Text 76.02

AutoCAD SHX Text

GV

AutoCAD SHX Text 74.94

AutoCAD SHX Text 74.89

AutoCAD SHX Text 72.63

AutoCAD SHX Text 72.59

AutoCAD SHX Text 71.10

AutoCAD SHX Text 71.03

AutoCAD SHX Text 72.89

AutoCAD SHX Text 75.35

AutoCAD SHX Text 69.99

AutoCAD SHX Text 69.68

AutoCAD SHX Text

HH

AutoCAD SHX Text 75.22

AutoCAD SHX Text

HH

AutoCAD SHX Text

LOW POINT 75.48

AutoCAD SHX Text 75.72

AutoCAD SHX Text 75.76

AutoCAD SHX Text 75.84

AutoCAD SHX Text 75.90

AutoCAD SHX Text 75.96

AutoCAD SHX Text 75.88

AutoCAD SHX Text 75.80

AutoCAD SHX Text 75.68

AutoCAD SHX Text 75.84

AutoCAD SHX Text 75.85

AutoCAD SHX Text 75.85

AutoCAD SHX Text 76.01

AutoCAD SHX Text 75.96

AutoCAD SHX Text 76.19

AutoCAD SHX Text 76.21

AutoCAD SHX Text 75.94

AutoCAD SHX Text

FF 77.69

AutoCAD SHX Text

FF 75.97

AutoCAD SHX Text

FF 75.95

AutoCAD SHX Text

FF 75.92

AutoCAD SHX Text 75.34

AutoCAD SHX Text 75.59

AutoCAD SHX Text 75.49

AutoCAD SHX Text 75.27

AutoCAD SHX Text 75.50

AutoCAD SHX Text 75.61

AutoCAD SHX Text 75.69

AutoCAD SHX Text 75.57

AutoCAD SHX Text 75.47

AutoCAD SHX Text 75.24

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH TF=75.05'

AutoCAD SHX Text

CB TF=74.75

AutoCAD SHX Text

CB TF=74.68

AutoCAD SHX Text 74.92

AutoCAD SHX Text 74.82

AutoCAD SHX Text 74.94

AutoCAD SHX Text 75.88

AutoCAD SHX Text 75.86

AutoCAD SHX Text 75.90

AutoCAD SHX Text 76.05

AutoCAD SHX Text 75.11

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text 75.61

AutoCAD SHX Text 75.48

AutoCAD SHX Text

FF 77.91

AutoCAD SHX Text

FF 79.14

AutoCAD SHX Text

MW

AutoCAD SHX Text 75.86

AutoCAD SHX Text 76.03

AutoCAD SHX Text

MW

AutoCAD SHX Text 75.83

AutoCAD SHX Text 75.90

AutoCAD SHX Text 75.90

AutoCAD SHX Text 75.32

AutoCAD SHX Text 75.43

AutoCAD SHX Text

FF 77.64

AutoCAD SHX Text

WV

AutoCAD SHX Text 75.48

AutoCAD SHX Text 75.33

AutoCAD SHX Text 75.30

AutoCAD SHX Text

MW

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH TF=77.94'

AutoCAD SHX Text

BENCHMARK: CHSL SQR EL=78.14'

AutoCAD SHX Text 77.66

AutoCAD SHX Text

CB TF=67.20

AutoCAD SHX Text 76.79

AutoCAD SHX Text

MW

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH TF=76.83'

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

FF 77.72

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text 77.22

AutoCAD SHX Text 77.21

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH TF=74.86'

AutoCAD SHX Text S

AutoCAD SHX Text

SEWER MH

AutoCAD SHX Text

TF=75.22'

AutoCAD SHX Text

CB TF=74.98

AutoCAD SHX Text 75.05

AutoCAD SHX Text 74.93

AutoCAD SHX Text

CB TF=74.76

AutoCAD SHX Text 75.19

AutoCAD SHX Text 75.11

AutoCAD SHX Text 75.06

AutoCAD SHX Text 74.97

AutoCAD SHX Text

MH

AutoCAD SHX Text

TF=75.83'

AutoCAD SHX Text

WV

AutoCAD SHX Text 75.80

AutoCAD SHX Text 75.72

AutoCAD SHX Text 75.78

AutoCAD SHX Text 75.92

AutoCAD SHX Text 75.96

AutoCAD SHX Text 75.90

AutoCAD SHX Text

FF 77.67

AutoCAD SHX Text 76.32

AutoCAD SHX Text 76.36

AutoCAD SHX Text 77.58

AutoCAD SHX Text

YD TF=76.30

AutoCAD SHX Text

YD TF=77.50

AutoCAD SHX Text

FF 77.65

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N 56°54'42" W 237.55'

AutoCAD SHX Text S 32°38'29" W 21.05'

AutoCAD SHX Text N 56°54'09" W 82.47'

AutoCAD SHX Text N 33°24'19" E 54.98'

AutoCAD SHX Text N 30°44'17" E

AutoCAD SHX Text S 33°04'41" W

AutoCAD SHX Text 81.00'

AutoCAD SHX Text S 33°04'41" W

AutoCAD SHX Text 91.32'

AutoCAD SHX Text N 57°48'12" W

AutoCAD SHX Text 23.39'

AutoCAD SHX Text N 57°00'34" W 21.98'

AutoCAD SHX Text N 57°00'34" W 69.39'

AutoCAD SHX Text S 32°51'06" W

AutoCAD SHX Text 62.13'

AutoCAD SHX Text S 33°24'19" W 30.16'

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text 76.5

AutoCAD SHX Text

AutoCAD SHX Text 77.5

AutoCAD SHX Text

SEE L401 - DETAIL: GRADING PLAN

AutoCAD SHX Text

FOR AREA AT EAST END OF COURTYARD

AutoCAD SHX Text

SEE L401 - DETAIL: GRADING PLAN

AutoCAD SHX Text

FOR IMPROVEMENTS RELATED TO TRENCH DRAIN

AutoCAD SHX Text

SEE L401 - DETAIL: GRADING PLAN

AutoCAD SHX Text

FOR AREA IN COVERED PASSAGE AND IMMEDIATELY

AutoCAD SHX Text

NORTH OF THE COUNTING HOUSE

AutoCAD SHX Text

(76.21) HIGH POINT

AutoCAD SHX Text

TC 76.09

AutoCAD SHX Text

BC 65.59

AutoCAD SHX Text 75.25

AutoCAD SHX Text 75.45

AutoCAD SHX Text

NEW RIM 74.98

AutoCAD SHX Text 75.3

AutoCAD SHX Text 75.4

AutoCAD SHX Text 75.5

AutoCAD SHX Text 75.02

AutoCAD SHX Text 74.9

AutoCAD SHX Text (75.85)

AutoCAD SHX Text

TC 75.73

AutoCAD SHX Text

BC 75.23

AutoCAD SHX Text 75.48

AutoCAD SHX Text 75.47

AutoCAD SHX Text

HOLD EXISTING GRADES FLUSH WITH TOP OF RR TRACK RAILS (TYP.)

AutoCAD SHX Text

NEW RIM 75.0

AutoCAD SHX Text

ALONG WALKWAY

AutoCAD SHX Text 75.45

AutoCAD SHX Text 75.46

AutoCAD SHX Text 75.12

AutoCAD SHX Text 75.05

AutoCAD SHX Text 75.40

AutoCAD SHX Text 75.42

AutoCAD SHX Text 75.27

AutoCAD SHX Text 75.21

AutoCAD SHX Text 75.5

AutoCAD SHX Text 75.5

AutoCAD SHX Text 75.5

AutoCAD SHX Text

AutoCAD SHX Text 75.5

AutoCAD SHX Text 75.5

AutoCAD SHX Text 75.5

AutoCAD SHX Text 75.5

AutoCAD SHX Text

AutoCAD SHX Text 75.5

AutoCAD SHX Text 77.5

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

ALTERNATE #1

AutoCAD SHX Text

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text L401

AutoCAD SHX Text

AutoCAD SHX Text L401

AutoCAD SHX Text

AutoCAD SHX Text L401

AutoCAD SHX Text

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

ALTERNATE #1

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

INDIVIDUAL FEATURE TO BE REMOVED

AutoCAD SHX Text

SPOT GRADE

AutoCAD SHX Text

LIMIT OF DEMOLITION

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

LINE BETWEEN BASE DID AND

AutoCAD SHX Text

ADD ALT BID

AutoCAD SHX Text

HOLD EXIST. SPOT GRADE

AutoCAD SHX Text

BOTTOM OF CURB

AutoCAD SHX Text (75.70)

AutoCAD SHX Text

TC 75.70

AutoCAD SHX Text

BC 75.20

AutoCAD SHX Text 75.70

AutoCAD SHX Text

1' CONTOUR

AutoCAD SHX Text

6" CONTOUR

AutoCAD SHX Text

AutoCAD SHX Text 75.5

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

GRADING PLAN

AutoCAD SHX Text

REHABILITATION OF BOOTT

AutoCAD SHX Text

COTTON MILLS COURTYARD

AutoCAD SHX Text 175205

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TJE

AutoCAD SHX Text

TJE

AutoCAD SHX Text

TJE

AutoCAD SHX Text 09/17/2021

AutoCAD SHX Text

LOWELL NATIONAL HISTORICAL PARK

AutoCAD SHX Text

LOWELL, MASSACHUSETTS

AutoCAD SHX Text 311034

AutoCAD SHX Text L400

AutoCAD SHX Text

9/14/2021 12:02 PM

AutoCAD SHX Text TELMORE R2018 H:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L400-GRADING PLAN.DWGH:\EDC-PROJECTS\JOHN G. WAITE ASSOC\311304 - BOOTT COTTON MILLS COURTYARD\CADD\2-CDS-WORKING\5-100% COMPLETE\L400-GRADING PLAN.DWG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

(FO

UND)

DRILL

HOLE

(FO

UND)

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text

DS

AutoCAD SHX Text 75.88

AutoCAD SHX Text 75.86

AutoCAD SHX Text 75.90

AutoCAD SHX Text 76.05

AutoCAD SHX Text 75.11

AutoCAD SHX Text 75.43

AutoCAD SHX Text

FF 77.64

AutoCAD SHX Text

WV

AutoCAD SHX Text 75.48

AutoCAD SHX Text 75.33

AutoCAD SHX Text 75.30

AutoCAD SHX Text

MW

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH TF=77.94'

AutoCAD SHX Text

BENCHMARK: CHSL SQR EL=78.14'

AutoCAD SHX Text 77.66

AutoCAD SHX Text

CB TF=67.20

AutoCAD SHX Text 76.79

AutoCAD SHX Text

MW

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH TF=76.83'

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

FF 77.72

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text 77.22

AutoCAD SHX Text 77.21

AutoCAD SHX Text

HH

AutoCAD SHX Text

CB TF=74.76

AutoCAD SHX Text 75.19

AutoCAD SHX Text 75.11

AutoCAD SHX Text 75.06

AutoCAD SHX Text 74.97

AutoCAD SHX Text

MH

AutoCAD SHX Text

TF=75.83'

AutoCAD SHX Text

WV

AutoCAD SHX Text 75.80

AutoCAD SHX Text 75.72

AutoCAD SHX Text 75.78

AutoCAD SHX Text 75.92

AutoCAD SHX Text 75.96

AutoCAD SHX Text 75.90

AutoCAD SHX Text

FF 77.67

AutoCAD SHX Text 76.32

AutoCAD SHX Text 76.36

AutoCAD SHX Text 77.58

AutoCAD SHX Text

YD TF=76.30

AutoCAD SHX Text

YD TF=77.50

AutoCAD SHX Text

FF 77.65

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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