Blair Square Bid Plans.pdf

PDF 6 MB Posted Jun 9, 2022

Attached to: Blair Square Improvement Construction
Solicitation number: BD-22-1627-BOS17-BOS17-76487
Issued by: Middlesex County, Massachusetts

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Written by GovTribe AI · Aug 1, 2024

This document contains the bid plans for the Blair Square Site Improvements project in Holliston, Massachusetts. The project is being led by the Town of Holliston and the documents were prepared by Beals and Thomas, Inc., Inge Daniels Design, LLC, and EMN Landscape Design + Consulting. The plans detail the proposed site improvements including landscaping, paving, drainage, utilities, and site furnishings. Key elements include a new plaza, rain gardens, a pavilion structure, granite seat walls, permeable paving, and pedestrian amenities like benches, picnic tables, and a bubbler. The plans were issued for bidding on June 6, 2022.

The bid documents provide specifications for the required materials and construction methods. Pricing will be based on unit quantities for the various site elements. The project is funded by the Town of Holliston and there are no set-asides or incumbent contractors noted. The construction contract will commence upon award and the site improvements are expected to be completed within the contract term.

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File	Type	Posted
Blair Square Improvements Questions 1.pdf	PDF	Jun 9, 2022
Blair Square Technical Specs.pdf	PDF	Jun 9, 2022
IFB Blair Square Improvements Final.pdf	PDF	Jun 9, 2022

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SHEET INDEX

LANDSCAPE ARCHITECT

CIVIL ENGINEER AND

HOLLISTON, MASSACHUSETTS

(Middlesex County)

Locus Map Scale: N.T.S.

OWNER/APPLICANT

SURVEYOR

LOCUS

Job No.: 1439.03 Plan No.: 143903P004B-001 Sheet 1 of 10

Cover Sheet Existing Conditions Plan Notes Site Preparation Layout and Materials Grading, Drainage and Utilities Landscape Plan Site Details Site Details Site Details

C1.1 C2.1 C3.1 C4.1 C5.1 C6.1 C6.2 C6.3

Town of Holliston 703 Washington Street Holliston, Massachusetts 01746

Beals and Thomas, Inc.

Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772

GLM Engineering Consultants, Inc.

19 Exchange Street Holliston, Massachusetts 01746

BLAIR SQUARE

SITE IMPROVEMENTS

LANDSCAPE ARCHITECTS

Inge Daniels Design, LLC 24 Water St., Studio 3-1 Holliston, Ma. 01746

EMN Landscape Design + Consulting 4 Longfellow Road Marblehead, Ma. 01945

100% Design Development - September 17, 2021 Issued for Bidding - June 06, 2022

1 FRONT STREET

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NORTH

BEALS AND THOMAS, INC.

Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com

B E A L S + T H O M A S

Inge Daniels Design, LLC 24 Water Street, 3-1 Holliston, MA 01746 inge@idd.la 617.899.5643

EMN Landscape Design + Consulting 4 Longfellow Road Marblehead, MA, 01945 elise@emnlandscape.com 781.504.5598

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SEPTEMBER 17, 2021

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NOTES

AutoCAD SHX Text 143903P004B-002

AutoCAD SHX Text 1439.03

AutoCAD SHX Text BEALS AND THOMAS, INC. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF BEALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS, INC. SHALL RENDER IT INVALID AND UNUSABLE.

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HOLLISTON, MASSACHUSETTS

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BLAIR SQUARE SITE IMPROVEMENTS

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703 WASHINGTON STREET HOLLISTON, MASSACHUSETTS

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TOWN OF HOLLISTON

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DATE:

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PREPARED FOR:

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PREPARED BY:

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DES

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PROJECT:

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ISSUE DATE

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DWN

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DESCRIPTION

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CHK'D

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APP'D

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SCALE:

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B+T PLAN NO.

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B+T JOB NO.

AutoCAD SHX Text 09/17/2021

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100%%% DD

AutoCAD SHX Text 06/06/2022

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FOR BIDDING

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ID/REA

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REA

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REA

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FEET

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AutoCAD SHX Text GRADING, DRAINAGE AND UTILITY NOTES 1. UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE AND ASSUMED. BEFORE COMMENCING SITE WORK CONTACT "DIG SAFE" AT 1-888-344-7233 TO LOCATE UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES OR STRUCTURES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. NO EXCAVATION SHALL BE PERFORMED UNTIL UTILITY COMPANIES ARE PROPERLY NOTIFIED. 2. SITE WORK SHALL MEET OR EXCEED THE SITE WORK SPECIFICATIONS DATED 06/XX/2022 SITE WORK SHALL MEET OR EXCEED THE SITE WORK SPECIFICATIONS DATED 06/XX/2022 PREPARED FOR THIS PROJECT. CONTRACTOR SHALL PREPARE AND SUBMIT PROPOSED PRODUCT SUBMITTALS ENGINEER, LANDSCAPE ARCHITECT, OR OWNER, AS NECESSARY. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK WHICH COULD BE AFFECTED. 4. WORK PERFORMED AND MATERIALS FURNISHED SHALL CONFORM WITH THE LINES, GRADES AND WORK PERFORMED AND MATERIALS FURNISHED SHALL CONFORM WITH THE LINES, GRADES AND OTHER SPECIFIC REQUIREMENTS AND SPECIFICATIONS OF THE TOWN OF HOLLISTON DPW. 5. AT LOCATIONS WHERE EXISTING CURBING OR PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF AT LOCATIONS WHERE EXISTING CURBING OR PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. BLEND NEW PAVEMENT, CURBS AND EARTHWORK SMOOTHLY INTO EXISTING BY MATCHING LINES, GRADES AND JOINTS. PITCH EVENLY BETWEEN SPOT GRADES. GRADE ALL AREAS TO DRAIN. 6. CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. 7. GRADES SHALL PITCH EVENLY BETWEEN SPOT ELEVATIONS. PAVED AREAS MUST PITCH TO DRAIN GRADES SHALL PITCH EVENLY BETWEEN SPOT ELEVATIONS. PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1/8" PER FOOT UNLESS SPECIFIED OTHERWISE. ANY DISCREPANCIES NOT ALLOWING THIS MINIMUM PITCH SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONTINUING WORK. 8. THE CONTRACTOR SHALL SCHEDULE WORK TO ALLOW THE FINISHED SUBGRADE ELEVATIONS TO THE CONTRACTOR SHALL SCHEDULE WORK TO ALLOW THE FINISHED SUBGRADE ELEVATIONS TO DRAIN PROPERLY WITHOUT PUDDLING OR PONDING. SPECIFICALLY, ALLOW WATER TO ESCAPE WHERE PROPOSED CURB MAY RETAIN RUNOFF PRIOR TO APPLICATION OF THE FINISH GRADE AND/OR SURFACE PAVING. CONTRACTOR SHALL PROVIDE TEMPORARY POSITIVE DRAINAGE AS REQUIRED. 9. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE RESPECTIVE UTILITY COMPANIES FOR THE THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE RESPECTIVE UTILITY COMPANIES FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, AND ANY OTHER PRIVATE UTILITIES, AS REQUIRED. 10. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE OWNER AND LANDSCAPE ARCHITECT FOR RESOLUTION. 11. UTILITY COVERS, GRATES, ETC. SHALL BE ADJUSTED TO BE FLUSH WITH THE PAVEMENT FINISH UTILITY COVERS, GRATES, ETC. SHALL BE ADJUSTED TO BE FLUSH WITH THE PAVEMENT FINISH GRADE UNLESS OTHERWISE NOTED. RIM ELEVATIONS OF DRAINAGE STRUCTURES AND SANITARY SEWER MANHOLES ARE APPROXIMATE. 12. CONTRACTOR SHALL INSTALL UTILITIES (INCLUDING CONCRETE PADS) PER UTILITY COMPANY AND CONTRACTOR SHALL INSTALL UTILITIES (INCLUDING CONCRETE PADS) PER UTILITY COMPANY AND DPW STANDARDS. 13. DRAINAGE PIPE SHALL BE SMOOTH WALLED CORRUGATED POLYETHYLENE PIPE (ADS N-12 OR DRAINAGE PIPE SHALL BE SMOOTH WALLED CORRUGATED POLYETHYLENE PIPE (ADS N-12 OR APPROVED EQUAL) EXCEPT WHERE NOTED OTHERWISE. 14. WATER PIPE SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON. WATER SERVICES SHALL BE WATER PIPE SHALL BE CLASS 52 CEMENT LINED DUCTILE IRON. WATER SERVICES SHALL BE COPPER TYPE K OR PE AS REQUIRED BY THE WATER DEPARTMENT. 15. WATER UTILITY IMPROVEMENTS SHALL COMPLY WITH THE AMERICAN WATERWORKS ASSOCIATION WATER UTILITY IMPROVEMENTS SHALL COMPLY WITH THE AMERICAN WATERWORKS ASSOCIATION STANDARDS AND THE TOWN OF HOLLISTON WATER DEPARTMENT SPECIFICATIONS. 16. WATER LINES SHALL HAVE MINIMUM FIVE (5) FEET OF COVER. WATER LINES SHALL HAVE MINIMUM FIVE (5) FEET OF COVER. 17. CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY DAMAGE TO THE UTILITIES RESULTING FROM CONSTRUCTION LOADS SHALL BE RESTORED TO ORIGINAL CONDITION. 18. ELECTRIC CONNECTION LOCATIONS AND ROUTING ARE SUBJECT TO REVIEW AND APPROVAL BY ELECTRIC CONNECTION LOCATIONS AND ROUTING ARE SUBJECT TO REVIEW AND APPROVAL BY APPROPRIATE UTILITY COMPANIES AND TOWN OF HOLLISTON ENGINEERING DEPARTMENT. 19. EXCAVATION WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE PERFORMED BY HAND. EXCAVATION WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE PERFORMED BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 20. UNLESS OTHERWISE INDICATED, EXISTING UTILITIES TO BE ABANDONED SHALL BE CAPPED AND UNLESS OTHERWISE INDICATED, EXISTING UTILITIES TO BE ABANDONED SHALL BE CAPPED AND ABANDONED IN PLACE UNLESS THEY CONFLICT WITH PROPOSED IMPROVEMENTS. CAP REMAINING PORTIONS WHERE PARTIALLY REMOVED. 21. ABANDON EXISTING UTILITY SERVICES IN ACCORDANCE WITH UTILITY COMPANY AND TOWN ABANDON EXISTING UTILITY SERVICES IN ACCORDANCE WITH UTILITY COMPANY AND TOWN REQUIREMENTS. 22. CONTRACTOR SHALL REMOVE ALL EROSION AND SEDIMENT CONTROL BARRIERS AFTER CONTRACTOR SHALL REMOVE ALL EROSION AND SEDIMENT CONTROL BARRIERS AFTER RE-VEGETATION AND STABILIZATION OF DISTURBED AREAS, FOLLOWING APPROVAL BY THE LANDSCAPE ARCHITECT.

AutoCAD SHX Text GENERAL NOTES 1. THE CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND OBTAIN NECESSARY THE CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND OBTAIN NECESSARY CONSTRUCTION PERMITS. THE CONTRACTOR SHALL PAY FEES AND POST BONDS ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE ENGINEER AND ARCHITECT AS REQUIRED. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND CONSTRUCTION MEANS CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND CONSTRUCTION MEANS AND METHODS. 3. LIMIT OF WORK SHALL BE SEDIMENTATION CONTROL BARRIERS, LIMIT OF GRADING, SITE PROPERTY LIMIT OF WORK SHALL BE SEDIMENTATION CONTROL BARRIERS, LIMIT OF GRADING, SITE PROPERTY LINES, AND/OR AS INDICATED ON DRAWINGS. 4. PORTIONS OF THE ROADWAY, SIDEWALK, AND ROADSIDE AREA DISTURBED BY THE CONTRACTOR'S PORTIONS OF THE ROADWAY, SIDEWALK, AND ROADSIDE AREA DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION PRIOR TO DISTURBANCE. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO OWNER. 5. CONTRACTOR SHALL VERIFY UTILITY STUB LOCATIONS AND ELEVATIONS IN THE FIELD PRIOR TO CONTRACTOR SHALL VERIFY UTILITY STUB LOCATIONS AND ELEVATIONS IN THE FIELD PRIOR TO COMMENCING WORK. 6. ANY ALTERATION TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE ANY ALTERATION TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON RECORD DRAWINGS. 7. EXISTING TREES AND SHRUBS OUTSIDE THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON EXISTING TREES AND SHRUBS OUTSIDE THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON PRIOR APPROVAL OF THE OWNER. 8. CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN A TRENCH PERMIT PRIOR TO ANY TRENCHING CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN A TRENCH PERMIT PRIOR TO ANY TRENCHING ON SITE IN ACCORDANCE WITH 520 CMR 14.00. 9. FOR DRAWING LEGIBILITY, ALL EXISTING TOPOGRAPHIC FEATURES, EXISTING UTILITIES, PROPERTY FOR DRAWING LEGIBILITY, ALL EXISTING TOPOGRAPHIC FEATURES, EXISTING UTILITIES, PROPERTY BOUNDARIES, EASEMENTS, ETC. MAY NOT BE SHOWN ON ALL DRAWINGS. REFER TO ALL REFERENCED DRAWINGS AND OTHER DRAWINGS IN THIS SET FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text PLANTING NOTES 1. PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN HORTICULTURE INDUSTRY ASSOCIATION. 2. ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL SHALL BE MADE WITH MATERIAL EQUIVALENT ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL SHALL BE MADE WITH MATERIAL EQUIVALENT TO THE DESIRED MATERIAL IN OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE. PROPOSED SUBSTITUTIONS WILL ONLY BE CONSIDERED IF SUBMITTED WITH ENUMERATED REASONS WHY SUBSTITUTIONS ARE PROPOSED. 3. PLANTING BEDS SHALL BE FILLED WITH SOIL AND CROWNED ABOVE ADJACENT LAWN OR IMPROVED PLANTING BEDS SHALL BE FILLED WITH SOIL AND CROWNED ABOVE ADJACENT LAWN OR IMPROVED AREAS. PLANTING BEDS SHALL BE MULCHED WITH AGED PINE BARK MULCH TO A DEPTH OF THREE (3) INCHES. 4. CAUTION SHALL BE USED NOT TO EXTEND MULCH LAYER ABOVE SOIL LEVEL AT TRUNKS/STEMS OF CAUTION SHALL BE USED NOT TO EXTEND MULCH LAYER ABOVE SOIL LEVEL AT TRUNKS/STEMS OF INSTALLED PLANT MATERIAL. 5. PROVIDE FIVE (5) FOOT DIAMETER MULCH CIRCLE AROUND INDIVIDUAL TREE PLANTINGS AND PROVIDE FIVE (5) FOOT DIAMETER MULCH CIRCLE AROUND INDIVIDUAL TREE PLANTINGS AND CONTINUOUS MULCH BED AROUND SHRUB PLANTINGS UNLESS NOTED OTHERWISE. 6. VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THE VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THE OWNER OR OWNER'S REPRESENTATIVE. 7. NO PLANT SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. NO PLANT SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 8. PLANT MATERIALS SHALL BEAR SAME RELATIONSHIP TO GRADE AS THEY BORE TO GRADE IN THE PLANT MATERIALS SHALL BEAR SAME RELATIONSHIP TO GRADE AS THEY BORE TO GRADE IN THE NURSERY. 9. PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. 10. LOAM AND SEED DISTURBED AREAS UNLESS OTHERWISE INDICATED. LOAM AND SEED DISTURBED AREAS UNLESS OTHERWISE INDICATED. 11. REGRADE STOCKPILE AREA AFTER REMOVAL OF SURPLUS MATERIALS (SEE SITE WORK REGRADE STOCKPILE AREA AFTER REMOVAL OF SURPLUS MATERIALS (SEE SITE WORK SPECIFICATIONS). LOAM AND SEED THE DISTURBED AREA. 15. TOPSOIL STRIPPED FROM THE SITE AND PROPERLY STOCKPILED MAY, UPON APPROVAL OF THE TOPSOIL STRIPPED FROM THE SITE AND PROPERLY STOCKPILED MAY, UPON APPROVAL OF THE ENGINEER, BE USED FOR PREPARATION OF LAWNS AND PLANTING BEDS. IT SHALL BE FREE OF LARGE (ONE (1) INCH OR GREATER) COBBLES, ROOTS, OLD SOD, TRASH, WOOD OR OTHER CONTAMINANTS AND BE OF A FRIABLE CONSISTENCY AND SUITABLE FOR PLANT GROWTH. 16. LANDSCAPE CONTRACTOR SHALL FURNISH TOPSOIL AS NEEDED. TOPSOIL SHALL BE FERTILE, LANDSCAPE CONTRACTOR SHALL FURNISH TOPSOIL AS NEEDED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL AND PRODUCTIVE TOPSOIL OF GOOD CLAY-LOAM TYPE. IT SHALL BE FREE OF WEED SEEDS. TOPSOIL SHALL BE WITHOUT ADMIXTURE OF SUBSOIL AND SHALL BE REASONABLY FREE OF STONES, LUMPS, ROOTS, STICKS AND OTHER FOREIGN MATTER. TOPSOIL SHALL NOT BE WORKED OR APPLIED IN A MUDDY OR WET CONDITION. 17. TOPSOIL SHALL BE SPREAD TO A MINIMUM DEPTH OF FOUR (4) INCHES ON ALL STRIPPED PLANTED TOPSOIL SHALL BE SPREAD TO A MINIMUM DEPTH OF FOUR (4) INCHES ON ALL STRIPPED PLANTED AREAS INCLUDING SLOPE STABILIZATION, LAWN AREAS, AND PLANTING BEDS AFTER EARTH FILLS HAVE PROPERLY SETTLED AND SUBGRADE HAS BEEN APPROVED BY THE OWNER. THE SETTLED TOPSOIL SHALL BE UP TO THE FINISHED GRADE AS REQUIRED ON THE DRAWINGS. DECOMPACT SOILS AND SCARIFY SUBGRADE TO A DEPTH OF TWO (2) INCHES BEFORE PLACING TOPSOIL. 18. REMOVE ALL ROCKS AND DEBRIS FROM SOIL SURFACE AND GRADE TO AN EVEN SURFACE. REMOVE ALL ROCKS AND DEBRIS FROM SOIL SURFACE AND GRADE TO AN EVEN SURFACE. 19. PLANTING SEED SHALL BE SOWN IN SEASONAL CONDITIONS AS APPROPRIATE FOR GOOD SEED PLANTING SEED SHALL BE SOWN IN SEASONAL CONDITIONS AS APPROPRIATE FOR GOOD SEED SURVIVAL, OR AT SUCH TIMES AS APPROVED BY THE OWNER. PROVIDE SUFFICIENT HOSE AND SPRINKLER HEADS FOR ADEQUATE WATERING TO MAINTAIN A MOIST SEED BED AT ALL TIMES. 20. AFTER SEEDING, THE SURFACE OF THE SOIL SHALL BE EVENLY RAKED WITH A FINE-TOOTHED RAKE AFTER SEEDING, THE SURFACE OF THE SOIL SHALL BE EVENLY RAKED WITH A FINE-TOOTHED RAKE AND THEN ROLLED WITH A HAND ROLLER WEIGHING NOT LESS THAN ONE HUNDRED (100) POUNDS PER FOOT OF WIDTH. 21. WATER THE MULCH AND SEED BEDS THOROUGHLY AND IMMEDIATELY AFTER COMPLETION OF WATER THE MULCH AND SEED BEDS THOROUGHLY AND IMMEDIATELY AFTER COMPLETION OF MULCHING AND SEEDING OPERATIONS. SOIL SHALL BE MOISTENED TO A DEPTH OF FOUR (4) INCHES. CONTRACTOR SHALL INSTRUCT OWNERS REPRESENTATIVE ON APPROPRIATE WATERING PROCEDURES DURING INITIAL ESTABLISHMENT. 22. IF CERTAIN AREAS OF THE LAWN DO NOT SHOW A PROMPT "CATCH", THESE AREAS SHALL BE IF CERTAIN AREAS OF THE LAWN DO NOT SHOW A PROMPT "CATCH", THESE AREAS SHALL BE RESEEDED AT THE SAME RATE AND IN THE SAME MANNER IN TEN (10) DAY INTERVALS. THIS SEEDING PROCESS SHALL CONTINUE UNTIL A GROWTH OF GRASS IS ESTABLISHED OVER THE ENTIRE AREA. 23. PROTECT NEWLY TOPSOILED, GRADED AND/OR SEEDED AREAS FROM TRAFFIC AND EROSION. KEEP PROTECT NEWLY TOPSOILED, GRADED AND/OR SEEDED AREAS FROM TRAFFIC AND EROSION. KEEP AREAS FREE OF TRASH AND DEBRIS RESULTING FROM LANDSCAPE CONTRACTOR OPERATIONS. 24. PLACE WARNING SIGNS IN SEEDED AREAS AND ERECT BARRICADES TO PREVENT DAMAGE BY PLACE WARNING SIGNS IN SEEDED AREAS AND ERECT BARRICADES TO PREVENT DAMAGE BY PERSONS OR MACHINES; MAINTAIN THESE PROTECTIONS FOR AT LEAST THIRTY (30) DAYS. 25. REPAIR AND RE-ESTABLISH GRADES IN SETTLED, ERODED, AND RUTTED AREAS TO THE SPECIFIED REPAIR AND RE-ESTABLISH GRADES IN SETTLED, ERODED, AND RUTTED AREAS TO THE SPECIFIED GRADE AND TOLERANCES. 26. THE LANDSCAPE CONTRACTOR SHALL CLEAN UP AND REMOVE ANY DEBRIS FROM THE SITE CAUSED THE LANDSCAPE CONTRACTOR SHALL CLEAN UP AND REMOVE ANY DEBRIS FROM THE SITE CAUSED BY THE LANDSCAPE CONTRACTOR OR THEIR SUBCONTRACTORS. 27. PLANT MATERIAL SHALL BE MAINTAINED BY THE LANDSCAPE CONTRACTOR FOR THE DURATION OF PLANT MATERIAL SHALL BE MAINTAINED BY THE LANDSCAPE CONTRACTOR FOR THE DURATION OF THE PROJECT. 28. PERENNIALS, BULBS AND ANNUALS SHALL BE PLANTED IN A WELL PREPARED BED WHICH SHALL PERENNIALS, BULBS AND ANNUALS SHALL BE PLANTED IN A WELL PREPARED BED WHICH SHALL INCLUDE PEAT AND SLOW RELEASE FERTILIZER. BEDS SHALL BE SKIMMED WITH ONE AND ONE-HALF (1-1/2) INCH TO TWO (2) INCH MULCH (INCLUDING GROUND COVERS). 29. TREES ALONG SIDEWALKS SHALL HAVE A MINIMUM SIX (6) FOOT BRANCHING HEIGHT. TREES ALONG SIDEWALKS SHALL HAVE A MINIMUM SIX (6) FOOT BRANCHING HEIGHT. 30. CONTRACTOR SHALL PREPARE PAVER MOCK-UPS FOR LANDSCAPE ARCHITECT REVIEW AND CONTRACTOR SHALL PREPARE PAVER MOCK-UPS FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION.

AutoCAD SHX Text LAYOUT AND MATERIALS NOTES 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE OWNER AND OWNER'S REPRESENTATIVE FOR RESOLUTION. 3. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE AFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE MADE IF NECESSARY. 4. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED PER MASSACHUSETTS STATE CODE AND THE ACCESSIBLE RAMPS SHALL BE CONSTRUCTED PER MASSACHUSETTS STATE CODE AND THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES (WHICHEVER IS MORE STRINGENT).. 5. CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTS AND ABUTTING PROPERTIES DURING CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTS AND ABUTTING PROPERTIES DURING CONSTRUCTION.

EROSION CONTROL AND SEDIMENTATION NOTES 1. A SEDIMENT CONTROL BARRIER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED WORK AS A SEDIMENT CONTROL BARRIER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED WORK AS INDICATED ON THE PLANS PRIOR TO THE COMMENCEMENT OF DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR SHALL CLEAN AND MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES FOR CONTRACTOR SHALL CLEAN AND MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES FOR THE DURATION OF CONSTRUCTION TO ENSURE THEIR CONTINUED FUNCTIONALITY. 3. ADDITIONAL EROSION CONTROL MEASURES AND/OR SEDIMENT CONTROL BARRIERS SHALL BE ADDITIONAL EROSION CONTROL MEASURES AND/OR SEDIMENT CONTROL BARRIERS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. 4. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A DAILY BASIS DURING CONSTRUCTION TO ENSURE THAT CHANNELS, DITCHES, AND PIPES REMAIN CLEAR OF DEBRIS AND THAT THE EROSION AND SEDIMENTATION CONTROL MEASURES ARE INTACT. 5. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC WAYS. ANY SEDIMENT TRACKED ONTO PUBLIC WAYS SHALL BE SWEPT AT THE END OF EACH WORKING DAY. 6. ALL STOCKPILE AREAS SHALL BE LOCATED WITHIN LIMIT OF WORK LINE AND STABILIZED TO ALL STOCKPILE AREAS SHALL BE LOCATED WITHIN LIMIT OF WORK LINE AND STABILIZED TO PREVENT EROSION. 7. ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE LEGALLY DISPOSED OF ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE LEGALLY DISPOSED OF OFF SITE. 8. CONTRACTOR SHALL PROVIDE CRIBBING AS NECESSARY TO PROTECT EXISTING UTILITY LINES DURING CONTRACTOR SHALL PROVIDE CRIBBING AS NECESSARY TO PROTECT EXISTING UTILITY LINES DURING CONSTRUCTION. 9. SITE ELEMENTS TO REMAIN SHALL BE PROTECTED FOR THE DURATION OF CONSTRUCTION. SITE ELEMENTS TO REMAIN SHALL BE PROTECTED FOR THE DURATION OF CONSTRUCTION. 10. ALL TOPSOIL ENCOUNTERED WITHIN THE LIMIT OF WORK SHALL BE STRIPPED TO ITS FULL DEPTH ALL TOPSOIL ENCOUNTERED WITHIN THE LIMIT OF WORK SHALL BE STRIPPED TO ITS FULL DEPTH AND STOCKPILED FOR REUSE. EXCESS TOPSOIL SHALL BE DISPOSED OF ON SITE AS DIRECTED BY OWNER. TOPSOIL STOCKPILES SHALL REMAIN SEGREGATED FROM OTHER EXCAVATED SOIL MATERIALS. 12. TEMPORARY DIVERSION DITCHES, PERMANENT DITCHES, CHANNELS, EMBANKMENTS, AND ANY TEMPORARY DIVERSION DITCHES, PERMANENT DITCHES, CHANNELS, EMBANKMENTS, AND ANY DENUDED SURFACE WHICH WILL BE EXPOSED FOR A PERIOD OF ONE MONTH OR MORE SHALL BE CONSIDERED CRITICAL VEGETATION AREAS. THESE AREAS SHALL BE MULCHED WITH STRAW. MULCH SHALL BE SPREAD UNIFORMLY IN A CONTINUOUS BLANKET OF SUFFICIENT THICKNESS TO COMPLETELY HIDE THE SOIL FROM VIEW. 13. AREAS IDENTIFIED AS CRITICAL VEGETATION AREAS SHALL BE STABILIZED DURING CONSTRUCTION AREAS IDENTIFIED AS CRITICAL VEGETATION AREAS SHALL BE STABILIZED DURING CONSTRUCTION BY SEEDING WITH ANNUAL RYE GRASS AT THE RATE OF FORTY (40) LBS/ACRE. 14. CONTRACTOR SHALL PROVIDE DUST CONTROL BY SPRINKLING OR OTHER APPROVED METHODS CONTRACTOR SHALL PROVIDE DUST CONTROL BY SPRINKLING OR OTHER APPROVED METHODS NECESSARY AND/OR AS DIRECTED BY THE OWNER OR THEIR REPRESENTATIVE. 15. FILTER BAGS SHALL BE INSTALLED IN ALL EXISTING CATCH BASINS PRIOR TO COMMENCEMENT OF FILTER BAGS SHALL BE INSTALLED IN ALL EXISTING CATCH BASINS PRIOR TO COMMENCEMENT OF CONSTRUCTION. FILTER BAGS SHALL ALSO BE INSTALLED IN ALL NEWLY INSTALLED CATCH BASIN PRIOR TO PERMANENT PAVEMENT INSTALLATION TO CONTROL SILTATION.

WINTHROP STREET

E S

TREET

FRONT STREET

RAILROAD STREET

CENTRAL STREET

BEALS AND THOMAS, INC.

Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com

B E A L S + T H O M A S

Inge Daniels Design, LLC 24 Water Street, 3-1 Holliston, MA 01746 inge@idd.la 617.899.5643

EMN Landscape Design + Consulting 4 Longfellow Road Marblehead, MA, 01945 elise@emnlandscape.com 781.504.5598

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DO NOT ENTER

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OAK

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EDGE OF PAVEMENT

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BIT BERM

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FOG LINE

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VCC

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19 SPACES AND 1 HP SPACE

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GUY

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BIT BERM

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BIT BERM

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BIT BERM

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LIGHT

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BIKE RACK

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BOULDER

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TABLE

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BENCH

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MONITOR PIPE

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CONC. FORMS

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GARDEN

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BOULDER

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GARDEN

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GARDEN

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PLANTER

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BOULDER

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BIT.

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PARKING

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PINE

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CATALPA

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MAPLE

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SHRUB

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TREE

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SPRUCE

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GUY

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WIRE

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LIGHT

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U-POLE

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ELECTRIC

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METER

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STONE

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POST

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U-POLE

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U-POLE

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U-POLE

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SIGN

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BIT. SIDEWALK

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SIGN

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POST

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STONE

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STONE

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POST

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POLE

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FLAG

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GAZEBO

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BIT. CURB (EDGE OF PAVEMENT)

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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BIT. CURB (EDGE OF PAVEMENT)

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BIT. SIDEWALK

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PATH

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PATH

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LOC. ELM

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APPROX.

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SCB

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SCB

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SCB

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SEDIMENTATION CONTROL BARRIER (SCB) (TYP.)

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TEMPORARY CONSTRUCTION FENCE (TYP.)

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CONSTRUCTION ACCESS GATE

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STABILIZED CONSTRUCTION ENTRANCE

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TREE PROTECTION (TYP.)

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INSTALL FILTER BAG

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SAWCUT EXIST. BITUMINOUS CURB TO CREATE TIPDOWN CURBS ON EACH SIDE OF NEW PATH

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GROUND COVER KEY

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3 BOULDERS TO BE RE-USED. CONTRACTOR TO CLEAN AND STOCKPILE FOR LATER USE.

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REMOVE EXISTING PATH AND RAIL TRAIL.

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2 DOGIPOTS TO BE RE-USED

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REMOVE GARDENS

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REMOVE (TYP.)

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REMOVE GARDEN (TYP.)

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FLAG POLE TO BE RE-USED

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REMOVE GAZEBO (NIC)

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BIKE RACK TO BE RE-USED

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BENCH TO BE RE-USED

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REMOVE EXISTING BIT. CONC. PARKING

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REMOVE EXISTING BIT. CONC. PARKING

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REMOVE EXISTING BIT. CONC. SIDEWALK

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ACCESSIBLE PARKING SPACE TO BE RELOCATED

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REMOVE

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REMOVE

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PROTECT VETERAN'S MEMORIAL DURING CONSTRUCTION

AutoCAD SHX Text NOTE: SURVEY DOES NOT LOCATE TREES UNDER 6" CALIPER. ADDITIONAL REMOVALS OF UNDER 6" CALIPER TREES ANTICIPATED. ITEMS IDENTIFIED ON THE PLAN FOR RE-USE AT BLAIR SQUARE. CLEAN AND STOCKPILE: 1x FLAGPOLE FLAGPOLE 1x GRANITE DONOR BENCH GRANITE DONOR BENCH 1x BIKE RACK BIKE RACK 2x DOGIPOTS DOGIPOTS 3x BOULDERS BOULDERS 3x STONE POSTS STONE POSTS ITEMS IDENTIFIED ON THE PLAN FOR REMOVAL FROM SITE SHALL BE REMOVED BY OWNER PRIOR TO CONSTRUCTION AND SHALL NOT BE IN CONTRACT.

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EXISTING 2" UNDERGROUND ELECTRIC TO BE CUT AND CAPPED AND LEFT IN PLACE.

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REMOVE AND DISPOSE CONCRETE GAZEBO PAD

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SEPTEMBER 17, 2021

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SITE PREPARATION

AutoCAD SHX Text 143903P004B-003

AutoCAD SHX Text 1439.03

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HOLLISTON, MASSACHUSETTS

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BLAIR SQUARE SITE IMPROVEMENTS

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703 WASHINGTON STREET HOLLISTON, MASSACHUSETTS

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TOWN OF HOLLISTON

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DATE:

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PREPARED FOR:

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PREPARED BY:

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DES

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PROJECT:

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ISSUE DATE

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DWN

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DESCRIPTION

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CHK'D

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APP'D

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SCALE:

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B+T PLAN NO.

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B+T JOB NO.

AutoCAD SHX Text 09/17/2021

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100%%% DD

AutoCAD SHX Text 06/06/2022

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FOR BIDDING

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ID/REA

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REA

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REA

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FEET

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FOR NOTES, REFERENCES AND LEGEND SEE SHEET C1.1 AND EXISTING CONDITIONS PLAN. BEALS AND THOMAS, INC. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF BEALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS, INC. SHALL RENDER IT INVALID AND UNUSABLE.

E S

TREET

FRONT STREET

RAILROAD STREET

CENTRAL STREET

BEALS AND THOMAS, INC.

Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com

B E A L S + T H O M A S

Inge Daniels Design, LLC 24 Water Street, 3-1 Holliston, MA 01746 inge@idd.la 617.899.5643

EMN Landscape Design + Consulting 4 Longfellow Road Marblehead, MA, 01945 elise@emnlandscape.com 781.504.5598

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OAK

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EDGE OF PAVEMENT

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BIT BERM

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FOG LINE

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FOG LINE

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VCC

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19 SPACES AND 1 HP SPACE

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GUY

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FOG LINE

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BIT BERM

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BIT BERM

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BIT BERM

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BIT BERM

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LIGHT

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VCC

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VCC

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PANEL

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ELEC.

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UP 61

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EDGE OF

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MAPLE

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OAK

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GUY

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WIRE

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U-POLE

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U-POLE

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U-POLE

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U-POLE

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BIT. CURB (EDGE OF PAVEMENT)

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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BIT. CURB (EDGE OF PAVEMENT)

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LOC. ELM

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APPROX.

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VETERAN'S MEMORIAL (NOT IN CONTRACT)

AutoCAD SHX Text 13.5' x 8' CONCRETE PORTOLET PAD

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RAIL TRAIL (STONE DUST)

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RAIL TRAIL

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RAIL TRAIL (STONE DUST)

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RAIL TRAIL

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PLANT BED

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MILFORD PINK GRANITE SEAT WALLS

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PLANT BED

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PLANT BED

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BUBBLER WITH HOSE BIB

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KIOSK

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PLAZA, PAVER MIX A

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PLANT BED

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RELOCATED FLAG POLE

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DOGIPOT STATION, RE-USE, LOCATE IN FIELD

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BIKE RACK

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DOGIPOT STATION REUSE

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NEW GRANITE TIPDOWN CURB

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NEW GRANITE TIPDOWN CURB

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NEW VERTICAL GRANITE CURB, TYPICAL

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EDGE OF LAWN

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EDGE OF LAWN

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NEW BITUMINOUS CONCRETE CURB

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NEW CURB

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DONOR BENCH ON CONCRETE PAD, RE-USE

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PROPERTY LINE

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PATH (STONE DUST)

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WAY FINDING SIGN

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BACKED BENCHES

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HOSE BIB (TYP.)

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10' SETBACK

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RECLAIMED POST

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RECLAIMED GRANITE POST

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RECYCLED GRANITE CURB

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INTERPRETIVE SIGN

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RAIN GARDEN-2

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RECLAIMED GRANITE POST

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TAPER CURB FLUSH WITH SIDEWALK

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RAIN GARDEN-3

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RAIN GARDEN-1

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NEW TIP DOWN ASPHALT BERM

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WOODEN GUARDRAIL (TYP.)

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WOODEN GUARDRAIL (TYP.)

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ASPHALT BERM

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TRASH AND RECYCLING RECEPTACLES

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GROUND COVER KEY

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PICNIC TABLE (TYP.)

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PAVILION STRUCTURE

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ACCESSIBLE PARKING SPACE SIGN

AutoCAD SHX Text SITE AMENITIES SHALL BE THE FOLLOWING, OR APPROVED EQUAL: SIGNAGE 1. INFORMATIONAL SIGN: 36" X 24" .090 FIBERGLASS EMBEDDED PANEL, SINGLE-FACED, MATTE FINISH, SQUARE CUT WITH ALUMINUM FRAMELESS INFORMATIONAL SIGN: 36" X 24" .090 FIBERGLASS EMBEDDED PANEL, SINGLE-FACED, MATTE FINISH, SQUARE CUT WITH ALUMINUM FRAMELESS CANTILEVERED EXHIBIT BASE. PAINTED CUSTOM COLOR PANTONE 7722, AS MANUFACTURED BY PANNIER GRAPHICS. FURNISHED BY OWNER. 2. KIOSK:36" X 48: ALUMINUM UPRIGHT TRIANGULAR UNIT WITH (3) SIDES OF BULLETIN CASES. 96" LONG POSTS FOR DIRECT BURIAL IN GROUND, AS KIOSK:36" X 48: ALUMINUM UPRIGHT TRIANGULAR UNIT WITH (3) SIDES OF BULLETIN CASES. 96" LONG POSTS FOR DIRECT BURIAL IN GROUND, AS ALUMINUM UPRIGHT TRIANGULAR UNIT WITH (3) SIDES OF BULLETIN CASES. 96" LONG POSTS FOR DIRECT BURIAL IN GROUND, AS AS MANUFACTURED BY PANNIER GRAPHICS. 3. WAYFINDING SIGNAGE:SINGLE POST, 6 DIRECTIONAL SIGNS, AS MANUFACTURED BY PANNIER GRAPHICS. FURNISHED BY OWNER. WAYFINDING SIGNAGE:SINGLE POST, 6 DIRECTIONAL SIGNS, AS MANUFACTURED BY PANNIER GRAPHICS. FURNISHED BY OWNER. UNIT PAVING (SHALL BE CONTINUOUS UNDERNEATH ALL SITE AMENITIES) 4. PAVERS: HANOVER PERMEABLE PAVERS - SIZE: 4"X8"X3" AND HANOVER PREST PAVERS DETECTABLE WARNING - SIZE: 12"X12"X3" (REFER TO DETAILS PAVERS: HANOVER PERMEABLE PAVERS - SIZE: 4"X8"X3" AND HANOVER PREST PAVERS DETECTABLE WARNING - SIZE: 12"X12"X3" (REFER TO DETAILS HANOVER PERMEABLE PAVERS - SIZE: 4"X8"X3" AND HANOVER PREST PAVERS DETECTABLE WARNING - SIZE: 12"X12"X3" (REFER TO DETAILS AND HANOVER PREST PAVERS DETECTABLE WARNING - SIZE: 12"X12"X3" (REFER TO DETAILS HANOVER PREST PAVERS DETECTABLE WARNING - SIZE: 12"X12"X3" (REFER TO DETAILS (REFER TO DETAILS FOR PAVING PATTERNS AND COLORS) 5. RUMBLE STRIP: RECLAIMED GRANITE TREADS LAID FLUSH WITH GROUND, MINIMUM 4" THICK AND 12" WIDE RUMBLE STRIP: RECLAIMED GRANITE TREADS LAID FLUSH WITH GROUND, MINIMUM 4" THICK AND 12" WIDE SITE FURNISHINGS 6. BACKED BENCHES: 93-60 DUMOR - 6' LONG BENCH WITH BACK. COLOR:TEXTURED CHARCOAL, QTY 2 BACKED BENCHES: 93-60 DUMOR - 6' LONG BENCH WITH BACK. COLOR:TEXTURED CHARCOAL, QTY 2 93-60 DUMOR - 6' LONG BENCH WITH BACK. COLOR:TEXTURED CHARCOAL, QTY 2 7. PICNIC TABLES: 77-60 PL DUMOR - 6' LONG RECYCLED PLASTIC PICNIC TABLE. COLOR: TEXTURED CHARCOAL W/ REDWOOD TOP, QTY 3 PICNIC TABLES: 77-60 PL DUMOR - 6' LONG RECYCLED PLASTIC PICNIC TABLE. COLOR: TEXTURED CHARCOAL W/ REDWOOD TOP, QTY 3 77-60 PL DUMOR - 6' LONG RECYCLED PLASTIC PICNIC TABLE. COLOR: TEXTURED CHARCOAL W/ REDWOOD TOP, QTY 3 8. ADA PICNIC TABLE:77-68-1PL DUMOR - 8' LONG ADA RECYCLED PLASTIC PICNIC TABLE. COLOR: TEXTURED CHARCOAL W/ REDWOOD TOP, QTY 1 ADA PICNIC TABLE:77-68-1PL DUMOR - 8' LONG ADA RECYCLED PLASTIC PICNIC TABLE. COLOR: TEXTURED CHARCOAL W/ REDWOOD TOP, QTY 1 9. BUBBLER: GYM74-PFMURDOCK SATIN STAINLESS STEEL PEDESTAL MOUNT BOTTLE FILLER AND FOUNTAIN, INCLUDES PET FOUNTAIN & HOSE BIB, QTY 1 BUBBLER: GYM74-PFMURDOCK SATIN STAINLESS STEEL PEDESTAL MOUNT BOTTLE FILLER AND FOUNTAIN, INCLUDES PET FOUNTAIN & HOSE BIB, QTY 1 GYM74-PFMURDOCK SATIN STAINLESS STEEL PEDESTAL MOUNT BOTTLE FILLER AND FOUNTAIN, INCLUDES PET FOUNTAIN & HOSE BIB, QTY 1 10. WASTE RECEPTACLES: 287-32 DUMOR - 32 GALLON RECEPTACLE WITH LINER, ONE WITH STANDARD TOP & ONE WITH RECYCLING TOP. WASTE RECEPTACLES: 287-32 DUMOR - 32 GALLON RECEPTACLE WITH LINER, ONE WITH STANDARD TOP & ONE WITH RECYCLING TOP. 287-32 DUMOR - 32 GALLON RECEPTACLE WITH LINER, ONE WITH STANDARD TOP & ONE WITH RECYCLING TOP. COLOR:TEXTURED CHARCOAL, QTY 1 EA TEXTURED CHARCOAL, QTY 1 EA 11. PAVILION: CEDAR FOREST PRODUCTS CUSTOM BAND (REFER TO DETAILS), QTY 1 PAVILION: CEDAR FOREST PRODUCTS CUSTOM BAND (REFER TO DETAILS), QTY 1 12. GRANITE SEAT WALLS: "LOCAL MILFORD PINK" GRANITE BLOCK IN 6' LENGTH. VARYING LENGTHS OF BLOCK MAY BE ALLOWED, BUT SIZES SHALL BE GRANITE SEAT WALLS: "LOCAL MILFORD PINK" GRANITE BLOCK IN 6' LENGTH. VARYING LENGTHS OF BLOCK MAY BE ALLOWED, BUT SIZES SHALL BE APPROVED BY LANDSCAPE ARCHITECT. SPLIT FACE FRONT, EXPOSED SIDES, AND BLACK AND THERMAL FINISH TOPS. BY GRANITES OF AMERICA OR APPROVED ALTERNATIVE.

AutoCAD SHX Text C3.1

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SEPTEMBER 17, 2021

AutoCAD SHX Text 1" = 20'

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LAYOUT AND MATERIALS

AutoCAD SHX Text 143903P004B-004

AutoCAD SHX Text 1439.03

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HOLLISTON, MASSACHUSETTS

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BLAIR SQUARE SITE IMPROVEMENTS

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703 WASHINGTON STREET HOLLISTON, MASSACHUSETTS

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TOWN OF HOLLISTON

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DATE:

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PREPARED FOR:

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PREPARED BY:

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DES

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PROJECT:

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ISSUE DATE

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DWN

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DESCRIPTION

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CHK'D

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APP'D

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SCALE:

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B+T PLAN NO.

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B+T JOB NO.

AutoCAD SHX Text 09/17/2021

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100%%% DD

AutoCAD SHX Text 06/06/2022

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FOR BIDDING

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ID/REA

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REA

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REA

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FEET

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METERS

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AutoCAD SHX Text FOR NOTES, REFERENCES AND LEGEND SEE SHEET C1.1 AND EXISTING CONDITIONS PLAN. THIS DRAWING IS NOT INTENDED FOR CONSTRUCTION UNTIL ISSUED FOR CONSTRUCTION BY BEALS AND THOMAS, INC. BEALS AND THOMAS, INC. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF BEALS AND THOMAS, INC. EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES AS REQUIRED IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF BEALS AND THOMAS, INC. SHALL RENDER IT INVALID AND UNUSABLE.

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SITE SECTION A

SCALE: 1" = 10'

E S

TREET

FRONT STREET

RAILROAD STREET

CENTRAL STREET

BEALS AND THOMAS, INC.

Reservoir Corporate Center 144 Turnpike Road Southborough, Massachusetts 01772-2104 T 508.366.0560 | www.bealsandthomas.com

B E A L S + T H O M A S

Inge Daniels Design, LLC 24 Water Street, 3-1 Holliston, MA 01746 inge@idd.la 617.899.5643

EMN Landscape Design + Consulting 4 Longfellow Road Marblehead, MA, 01945 elise@emnlandscape.com 781.504.5598

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DO NOT ENTER

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DO NOT ENTER

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AutoCAD SHX Text 202x4

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AutoCAD SHX Text 199x6

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OAK

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EDGE OF PAVEMENT

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BIT BERM

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FOG LINE

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FOG LINE

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VCC

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19 SPACES AND 1 HP SPACE

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GUY

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FOG LINE

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BIT BERM

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BIT BERM

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BIT BERM

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BIT BERM

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ETW

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ETW

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LIGHT

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VCC

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VCC

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PANEL

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ELEC.

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MONITOR PIPE

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CONC. FORMS

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UP 61

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AutoCAD SHX Text 203.0

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AutoCAD SHX Text 201.2

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AutoCAD SHX Text 202.1

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AutoCAD SHX Text 201.8

AutoCAD SHX Text 202.6

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AutoCAD SHX Text 200.6

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AutoCAD SHX Text 196.7

AutoCAD SHX Text 203.1

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AutoCAD SHX Text 200.9

AutoCAD SHX Text 200.7

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AutoCAD SHX Text 201.2

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AutoCAD SHX Text 203.7

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EDGE OF

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WOODS

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EDGE OF

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WOODS

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MAPLE

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MAPLE

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MAPLE

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MAPLE

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OAK

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GUY

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WIRE

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LIGHT

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U-POLE

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U-POLE

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U-POLE

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U-POLE

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BIT. CURB (EDGE OF PAVEMENT)

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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BIT. CURB (EDGE OF PAVEMENT)

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LOC. ELM

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APPROX.

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AutoCAD SHX Text 202.5

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AutoCAD SHX Text H.P.

AutoCAD SHX Text 203.3

AutoCAD SHX Text 201.9

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AutoCAD SHX Text 1.5%

AutoCAD SHX Text 201.26

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AutoCAD SHX Text 1.9%

AutoCAD SHX Text 7.0%

AutoCAD SHX Text 200.7

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AutoCAD SHX Text H.P. 202.7

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AutoCAD SHX Text 202.25

AutoCAD SHX Text 1.5%

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LOCATE RECEPTACLES ON INSIDE OF PAVILION WING WALLS

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UPLIGHT

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RAIN GARDEN-2

AutoCAD SHX Text 198.5

AutoCAD SHX Text 199.0

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AutoCAD SHX Text 199.0

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AutoCAD SHX Text 198.8

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AutoCAD SHX Text 200.5

AutoCAD SHX Text 201.5

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RAIN GARDEN-3

AutoCAD SHX Text 2%

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CROSS-PITCH TRAIL

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AutoCAD SHX Text 2%

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RAIN GARDEN-1

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4" PERF. HDPE SUBDRAIN PIPE I=199.30

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CLEANOUT (SEE DETAIL)

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AutoCAD SHX Text 202.75

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AutoCAD SHX Text 202.65

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AutoCAD SHX Text 202.5

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AutoCAD SHX Text I=196.25

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GROUND COVER KEY

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STUB OUT

AutoCAD SHX Text 201.8

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PAD TO BE FLUSH WITH PATH

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 201.9

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AutoCAD SHX Text 203.6

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AutoCAD SHX Text 201.9

AutoCAD SHX Text 203.7

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BW:203.6

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AutoCAD SHX Text 203.6

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AutoCAD SHX Text 201.6

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AutoCAD SHX Text UTILITY NOTES: 1. CONTRACTOR TO COORDINATE WITH TOWN OF HOLLISTON DPW FOR CONNECTION TO CONTRACTOR TO COORDINATE WITH TOWN OF HOLLISTON DPW FOR CONNECTION TO MUNICIPAL WATER SYSTEM IN CENTRAL STREET AND PLACEMENT OF WATER METER. 2. CONTRACTOR SHALL PROVIDE LAYOUT OF WATER PIPE FOR HOSE BIB CONNECTION FOR CONTRACTOR SHALL PROVIDE LAYOUT OF WATER PIPE FOR HOSE BIB CONNECTION FOR APPROVAL. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON EACH HOSE BIB. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON EACH HOSE BIB. 4. CONTRACTOR TO PROVIDE ELECTRICAL TRENCHING ONLY. ALL ELECTRICAL CONDUIT, CONTRACTOR TO PROVIDE ELECTRICAL TRENCHING ONLY. ALL ELECTRICAL CONDUIT, OUTLETS AND LIGHTING, NOT IN CONTRACT. 5. ELECTRICAL PANEL SHALL BE LOCATED INSIDE STORAGE CLOSET, WITH SWITCH FOR LIGHTS. ELECTRICAL PANEL SHALL BE LOCATED INSIDE STORAGE CLOSET, WITH SWITCH FOR LIGHTS. INSIDE STORAGE CLOSET, WITH SWITCH FOR LIGHTS. 6. PAVILION SHALL HAVE 2 LIGHTING ZONES. PAVILION SHALL HAVE 2 LIGHTING ZONES. 7. KIOSK AND FLAG SHALL HAVE 1 LIGHTING ZONE. KIOSK AND FLAG SHALL HAVE 1 LIGHTING ZONE. KEY: GFCI RECEPTACLE X2 (NOT IN CONTRACT) GFCI RECEPTACLE X4 (NOT IN CONTRACT) HOSE BIB W/ BACKFLOW PREVENTION DEVICE

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STUB OUT

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ELECTRICAL TRENCHING (TYP.)

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AutoCAD SHX Text C4.1

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SEPTEMBER 17, 2021

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

GRADING, DRAINAGE AND UTILITIES

AutoCAD SHX Text 143903P004B-005

AutoCAD SHX Text 1439.03

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HOLLISTON, MASSACHUSETTS

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BLAIR SQUARE SITE IMPROVEMENTS

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703 WASHINGTON STREET HOLLISTON, MASSACHUSETTS

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TOWN OF HOLLISTON

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DATE:

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PREPARED FOR:

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PREPARED BY:

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DES

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PROJECT:

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ISSUE DATE

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DWN

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DESCRIPTION

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CHK'D

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APP'D

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SCALE:

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B+T PLAN NO.

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B+T JOB NO.

AutoCAD SHX Text 09/17/2021

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100%%% DD

AutoCAD SHX Text 06/06/2022

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FOR BIDDING

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ID/REA

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R…

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