Site Improvements at Billy Taylor Park Addendum 2

Procurement #: 52472>
CITY OF PROVIDENCE, RHODE ISLAND
Department: Parks
RFP Title: Site Improvements at Billy Taylor Park
Opening Date: 4 May 2026
Addendum #: 2
Issuing Date: 22 Apr 2026
The purpose of this addendum is to provide updates from pre-bid meeting, revisions to
plans, bid package specifications and prevailing wage.
Providence City Hall
25 Dorrance Street
Providence, RI 02903

WENDY NILSSON BRETT P. SMILEY
Superintendent of Parks Mayor
Addendum # 2
BILL.22.04 - Play, Spray Improvements
April 22, 2026
Total Pages Including Cover (37 Pages)
Acknowledge Addenda on Bid Form
** BID DUE DATE Monday, May 4th, 2026 AT 2:15PM **
Attachments:
1. Addendum Cover Sheet (2 Pages)
2. Pre-bid meeting agenda & sign-in (3 Pages)
3. Plan updates (18 Pages)
4. Bid Package Specification & Bid Document List updates (9 Pages)
5. Prevailing Wage update (5 Pages)
Questions/Clarifications:
1. Q: What is the substantial completion date?
A: Parks aims for substantial completion by Winter 2026.
2. Q: When is expected start of mobilization?
A: Parks aims to begin majority of work after the splash pad season ends in August.
3. Q: Can some work start before August?
A: Potentially - parks will coordinate with the awarded contractor for phased
mobilization as able, while keeping the splash pad open and accessible.
4. Q: If Parks is removing the benches on the terrace, will they also repair concrete cut by
removals?
A: Yes.
PROVIDENCE PARKS DEPARTMENT
1000 Elmwood Avenue, Providence, RI 02905
Phone: 401-680-7201

WENDY NILSSON BRETT P. SMILEY
Superintendent of Parks Mayor
5. Q: How should bidders price work around the unknown railing footings at the terrace?
A: Work shall be coordinated through allowance as needed.
6. Q: Is there a color plan for the synthetic turf?
A: See Addendum plans.
7. Q: Is the playground going to be all new rubber surface?
A: No, it is synthetic turf on existing asphalt base. See plans, details & specs.
8. Q: Is parks keeping all existing railings, with the concrete removals and grading?
A: Yes
9. Q: Wouldn't it be easier, more effective, and potentially less damaging to demo the
whole splash pad?
A: Parks has investigated cost / benefit for partial vs full renovation of the splash pad.
The awarded contractor will be responsible for means and methods of removal. Parks
recommends a selective approach. Existing pipes are likely well below the surface -
locations to be verified in field by contractor.
10. Q: How will warranty be handled on the splash pad?
A: Warranty will cover work and connections under project scope.
11. Q: Is manifold in the splash pad building being replaced?
A: Yes
12. Q: Can contractors air test pipes?
A: Yes
13. Q: Will bonding plan be complete before bid deadline?
A: See addendum plans.
PROVIDENCE PARKS DEPARTMENT
1000 Elmwood Avenue, Providence, RI 02905
Phone: 401-680-7201

WENDY NILSSON BRETT P. SMILEY
Superintendent of Parks Mayor
Pre-Bid Meeting - Non-Mandatory
Date: Tuesday, April 7, 2026 - Billy Taylor Park
Project: Play, Spray Improvements at Richardson Park
Bid Due: Monday, April 20th, 2026 by 2:15pm
Agenda:
1. Bid Documents, Plans & Specifications
a. Review
b. Addenda forthcoming for Add / Alts & Vortex
c. Final Vortex P&E to be released under contract
2. Funding - CDBG (on site interviews required), CIP, & NIF
a. Braided Funding - Only Requires One Invoice Copy
3. Bid Bond, Performance & Payment Bonds -Required
4. MBE/WBE Utilization - 10% MBE/10% WBE - Submit All Paperwork
a. Regardless of whether or not sub-contractors are utilized, the MBE/WBE Waiver Request Form
needs to be signed by the MBE/WBE Outreach Director.
b. The form needs to be sent to mbe-wbe@providenceri.gov for a signature prior to submitting the bid
c. The Parks Department encourages all vendors to seek qualified MBE/WBE Sub-Contractors for
utilization on this project
5. Apprenticeship Requirements
a. Construction contracts of $100,000 or more requires that no less than 15% of the total labor hours
performed by contractors and subcontractors on any given project are to be completed by
apprentices registered in state-registered apprenticeship programs.
b. This requirement pertains to all labor hours for a given project, not just those for new hires.
6. "First Source" Requirements
a. When hiring new workers for a construction project, employers seek to hire Providence residents
when available.
b. If the awarded contractor, regardless of tier, is a signatory to a Collective Bargaining Agreement
that governs the contractor's hiring and referral process, the contractor must contact both Building
Futures and the local hiring halls to request apprentices or journey workers who are residents of
Providence.
7. Retainage
a. 5% will be held from Pay Requests until project completion
b. Reduction at Substantial Completion (85%) to 2.5%
c. Additional 3% held for out of state contractors
8. Insurance Certificate
a. Issue after Award
b. Shall include: Project Name, City of Providence (and Funder) as 'Additionally Insured on a primary
but non-contributing basis for General Liability Insurance per Written Contract or Agreement'
9. Permits
PROVIDENCE PARKS DEPARTMENT
1000 Elmwood Avenue, Providence, RI 02905
Phone: 401-680-7201

WENDY NILSSON BRETT P. SMILEY
Superintendent of Parks Mayor
a. Contractor's responsibility to seek out if permit is needed
b. The City Permit Fee will be Waived (contact when submitting)
c. State ADA fee is not waived (only applicable if permit is required)
10. Prevailing Wage Requirements
a. Wage Decision in RFP (Date of Bid Opening)
b. Certified Payrolls to be Submitted with Pay Requisitions
11. Sub-Contractor Utilization Form
a. Submitted with Pay Requests
12. Submittals
a. Need Written Approval prior to purchase of Materials
b. Substitutions must include 'Side by Side Comparison'
13. Schedule of Values / Sequence of Work
a. Submitted prior to mobilization
b. City expects a Continuous Operation (No Demobilizations)
c. Liquidated Damages - Not Included
14. Working Hours
a. Monday - Friday 7:00 am - 4:00 pm
b. Weekends or Extended Hours - Requires Pre-Approval
15. Job Site Conduct
a. Parks are smoke free 'No Smoking'
b. No Loud Music
c. Equipment and Vehicles - In working Order - No Leaks
16. Pay Requests
a. Shall be submitted on the 15th of the month (or as discussed)
b. Certified Payrolls need to accompany pay requests or they will not be processed
17. Waiver of Lien or Release
a. May be Required with certain funding sources for all suppliers and sub-contractors
18. Site Restrictions
a. Access is limited to certain areas
b. Deliveries must be coordinated with project manager
c. Contractor has control of the site from mobilization and until demobilization
d. Owner will be allowed access at all times
Questions regarding this bid package shall be submitted via e-mail to Purchasing at purchasing@providenceri.gov
and contact below, no later than five (5) working days before the bid opening date.
Parks Department Contact Information
Nicole Modi
Landscape Designer
401-489-2051 (m) / 401-680-7225 (o)
nmodi@providenceri.gov
PROVIDENCE PARKS DEPARTMENT
1000 Elmwood Avenue, Providence, RI 02905
Phone: 401-680-7201

PROVIDENCE, RI
ISSUED FOR BID 32326
LOCUS MAP
NOT TO SCALE
SITE IMPROVEMENTS
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PROJECT SITE
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ROGER WILLIAMS PARK
PROVIDENCE, RI 02905
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S E P HONORABLE WENDY NILSSON SUE ANDERBOIS
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BRETT P. SMILEY
O C SUPERINTENDENT OF PARKS CITY COUNCILOR
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SOURCE: RIDEM, 2022 COPYRIGHT (C) CITY OF
PROVIDENCE PARKS
DEPARTMENT, ALL RIGHTS
RESERVED 2026.
SHEET SCHEDULE DEMOLITION PLAN GENERAL NOTES LAYOUT NOTES
NO PART OF THIS DOCUMENT MAY BE
REPRODUCED, STORED IN A RETRIEVAL
SYSTEM OR TRANSMITTED IN ANY FORM OR
L-1 COVER SHEET 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH BY ANY MEANS, ELECTRONIC,
1. ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT IS THE SOLE RESPONSIBILITY 9. SOIL STOCKPILES LEFT OVERNIGHT SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT SOCK. THEY ARE MEASURED UNLESS OTHERWISE INDICATED. MECHANICAL, PHOTOCOPYING,
L-2.1 EXIST CONDITIONSDEMO PLAN - BASE BID OF THE CONTRACTOR. RECORDING OR OTHERWISE WITHOUT THE
10. DISTURBED AREAS AND SLOPES SHALL NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE 2. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE ON AND PRIOR WRITTEN PERMISSION OF THE CITY
L-2.2 EXIST CONDITIONSDEMO PLAN - ADD ALT OF PROVIDENCE PARKS DEPARTMENT. ANY
PERIODS OF TIME SUCH AS THE INACTIVE WINTER SEASON. THE CONTRACTOR SHOULD PROVIDE
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH PROVIDENCE PARKS WITHIN LIMITS OF WORK AS SHOWN ON THE PLANS AND AS APPROVED BY THE MODIFICATIONS TO THIS DOCUMENT
L-3.1 GRADING PLAN - BASE BID DEPARTMENT STAFF TO DEVELOP A SUITABLE DEMOLITION PLAN, WHICH WILL MINIMIZE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT OWNER'S REPRESENTATIVE. WITHOUT THE WRITTEN PERMISSION OF
NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY THE CITY OF PROVIDENCE PARKS
L-3.2 GRADING PLAN - ADD ALT PARK DISTURBANCE AND ALLOW ALL FACILITIES TO REMAIN IN OPERATION DURING THE OR PERMANENTLY CEASED. TEMPORARY AREAS HAVING A SLOPE GREATER THAN 3:1 SHALL BE 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DEPARTMENT SHALL RENDER IT INVALID
ENTIRETY OF CONSTRUCTION. AND UNUSABLE.
REINFORCED WITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE SITE IS PROPERLY DISCREPANCIES IN THE PLAN TO THE OWNER'S REPRESENTATIVE PRIOR TO STARTING
L-4.1 MATERIALS PLAN - BASE BID
STABILIZED. TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED NECESSARY IN THE FIELD WORK.
3. UNLESS OTHERWISE NOTED, THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION, STAMP
L-4.2 MATERIALS PLAN - ADD ALT BY OWNER'S REPRESENTATIVE.
2 DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY ALL GOVERNING 4. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE
L-5.1 LAYOUT PLAN - BASE BID AUTHORITIES, OF ALL EXISTING SITE ELEMENTS AND STRUCTURES INCLUDING BUT NOT 11. THE CONTRACTOR SHALL CONTAIN ALL SEDIMENT ONSITE. ALL EXITS FROM THE SITE WILL BE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO
LIMITED TO BITUMINOUS CONCRETE, CEMENT CONCRETE, GRAVEL, CURBS, WALKWAYS, SWEPT AS NECESSARY INCLUDING ANY SEDIMENT TRACKING. PAVED AREAS SHALL BE SWEPT AS CONSTRUCTION.
L-5.2 LAYOUT PLAN - ADD ALT
NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS WHICH MAY ACCUMULATE DURING
SIDEWALKS, BERMS, FENCES, BOLLARDS, POSTS, PLANTING BEDS, TREES, SHRUBS, UTILITIES, 5. ALL PLACEMENT OF SITE FURNISHINGS, BOULDERS, PLAY STRUCTURES AND OUTDOOR
L-6 SPLASHPAD PLAN SITE WORK.
DRAINAGE STRUCTURES AND ALL OTHER STRUCTURES SHOWN WITHIN THE LIMITS, AND
FITNESS EQUIPMENT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
L-7 PLANTING PLAN WHERE NEEDED, TO ALLOW FOR NEW CONSTRUCTION. ALL ELEMENTS TO BE REMOVED 12. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM ALL ESC MEASURES AND DISPOSED OF IN A INSTALLATION.
SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE PRE-APPROVED LOCATION BY THE CONTRACTOR.
L-8 CONSTRUCTION DETAILS PLANTING NOTES
COMPACTED FILL MATERIAL PER SPECIFICATIONS.
13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS NECESSARY.
L-9 CONSTRUCTION DETAILS
4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND
L-10 CONSTRUCTION DETAILS GENERAL CONSTRUCTION NOTES 1. ALL NEW PLANT MATERIALS SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED
DISPOSING OF THE DEBRIS IN A PROPER AND LEGAL MANNER.
FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. IN
L-11 ADDALTERNATE DETAILS
ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY.
5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDOR ELEVATION
- - - VORTEX PLANS 1. INFORMATION FOR THE EXISTING CONDITIONS PLAN WAS OBTAINED FROM GIS, AERIAL 2. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN, UNLESS
OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON
IMAGERY, AND FIELD OBSERVATION. ALL EXISTING CONDITIONS ARE TO BE CONSIDERED OTHERWISE NOTED ON THE PLANT LIST.
RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS
APPROXIMATE. THIS IS NOT A REGISTERED SURVEY. 3. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO
TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR
COMPLETE THE PLANTING SHOWN ON THE DRAWINGS.
COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE 2. ANY ERRORS OR DISCREPANCIES ON THE DRAWINGS, SHOP DRAWINGS, AND DETAILS ARE
4. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF
VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE TO BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE BEFORE THE WORK
EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING HAS COMMENCED.
CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
PERMITTING AUTHORITY IN THE CITY, AND "DIGSAFE" (1-800-344-7233) AT LEAST 72
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL LOCATIONS AND 5. ALL NEW PLANTS SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE
HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST
DIMENSIONS. DISCREPANCIES BETWEEN LAYOUT DIMENSIONS ON PLANS AND ACTUAL NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. PROJECT:
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
MEASUREMENTS IN FIELD ARE TO BE REPORTED TO THE OWNER'S REPRESENTATIVE BEFORE 6. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING
TO RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES
CONSTRUCTION BEGINS. AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. Site Improvements at
AND SHALL REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY. THE
7. STAKE LOCATIONS OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE
OWNER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES 4. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION OR Billy Taylor Park
ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. INDIVIDUAL STAKES SHALL BE
OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR SHALL BE INSTALLATION OF ANY PORTION OF THE SITE WORK .
PLACED FOR TREES AND SHRUBS. EDGE OF PLANTING BEDS SHALL BE PAINTED. NOTIFY
RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE LOCATION AND ELEVATION
5. THE CONTRACTOR SHALL STAKE OUT ALL LAYOUTS OF PROPOSED WORK FOR APPROVAL BY LANDSCAPE ARCHITECT 24 HOURS PRIOR TO DESIRED APPROVAL.
OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE
THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK.
8. ALL NEW PLANTS SHALL BE SUPPLIED AND INSTALLED DURING THE PERIODS OF APRIL 1 -
PREPARATION OF THE AS-BUILT PLAN.
140 Camp Street
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL JUNE 15 ANDOR SEPTEMBER 1 - NOVEMBER 15 PER SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION INCLUDING BENCHMARK 9. PREPARE ALL INDIVIDUAL TREE PITS AND SHRUB PLANTING BEDS TO A MINIMUM DEPTH OF Providence, RI
ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. ALL LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. THE LOCATION OF ALL CONTROL POINTS EIGHTEEN INCHES (18") WITH SPECIFIED PLANTING MIX: 50% SCREENED TOPSOIL, 40%
COST RELATED TO THE REPAIR OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE AND BENCHMARKS SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. EXISTING SOIL AND 10% COMPOST. BLEND COMPOST INTO TOP 4" OF SOIL. PLANTING MIX REVISIONS:
SHALL BE FREE OF LUMPS, STONES, PLANTS, ROOTS, AND OTHER FOREIGN MATTER.
CONTRACTOR. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES 7. UNLESS OTHERWISE SPECIFIED ON THE PLANS AND DETAILSSPECIFICATIONS, ALL SITE Date Issued For:
10. ALL SHRUB BEDS AND INDIVIDUAL TREE PITS SHALL RECEIVE THREE (3) INCHES OF BARK
SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY
CONSTRUCTION MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT
MULCH PER SPECIFICATIONS. PERENNIAL AND GROUNDCOVER BEDS SHALL RECEIVE TWO
LINE OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE VERSION OF THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD 2 04.22.26 Addendum 2
INCHES (2"). PROVIDE LANDSCAPE ARCHITECT WITH SAMPLE FOR APPROVAL.
OWNER.
SPECIFICATIONS (THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD
11. ALL BURLAP, TWINE AND WIRE SHALL BE COMPLETELY REMOVED OR CUT AWAY AT TIME OF
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2015 EDITION).
INSTALLATION.
7. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS AND OPERATION FOR
8. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LAWS AND 12. PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS.
SURROUNDING FACILITIES, AS DEEMED BY THE OWNER, AT ALL TIMES DURING DEMOLITION
OF THE EXISTING FACILITIES. REGULATIONS REGARDING NOISE, VIBRATION, DUST, SEDIMENTATION CONTAINMENT, AND 13. PLANT WARRANTY SHALL BE FOR ONE FULL GROWING SEASON FROM THE TIME OF
TRENCH WORK. SUBSTANTIAL COMPLETION.
14. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED, STOLEN,
8. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES AND TREE
9. THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION
PROTECTIVE MEASURES ARE TO BE INSTALLED. DEAD, DECLINING OR LOST MATERIAL UNTIL COMPLETION OF MAINTENANCE PERIODS OR NORTH ARROW
AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE
GUARANTEE PERIODS.
EROSION & SEDIMENT CONTROL NOTES LEFT NATURAL. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES,
15. IF NO IRRIGATION SYSTEM IS PLANNED, AN APPROPRIATE WATERING SCHEDULE SHALL BE
AND OTHER LANDSCAPING OR NATURAL FEATURES, WHEREAS THE PLANS DO NOT SHOW ALL
ESTABLISHED BY THE LANDSCAPE CONTRACTOR FOR ALL PLANT MATERIAL BASED UPON
LANDSCAPING FEATURES. EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN
PLANT SPECIES REQUIREMENTS AND PROVIDED IN WRITING TO THE LANDSCAPE ARCHITECT
1. THE SITE CONSTRUCTION FOREMAN SHALL BE DESIGNATED AS THE ON-SITE PERSONNEL ADVANCE OF THE WORK.
AND OWNER FOR REVIEW AND APPROVAL. THE APPROVED SCHEDULE SHOULD BE
RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL ESC MEASURES AND SHALL
10. ALL UNPAVED AREAS DISTURBED BY THE WORK SHALL HAVE A MINIMUM OF 4-INCHES OF FOLLOWED UNTIL COMPLETION OF PLANT MAINTENANCE PERIODS OR WARRANTY PERIODS.
IMPLEMENT ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM
LOAM INSTALLED AND SEEDED WITH GRASS SEED AS SHOWN ON THE PLAN ANDOR 16. ALL VEGETATION AND DEBRIS SHALL BE REMOVED FROM PROPOSED PLANTING AREAS PRIOR
LEAVING THE SITE.
DIRECTED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TO PLANTING AND BACKFILLING. CONTRACTOR SHALL REMOVE ALL WEEDS AND DEBRIS
2. THE CONTRACTOR SHALL INSTALL ALL ESC MEASURES AS SHOWN ON THE DESIGN PLANS AND AS WATERING ANY LOAM AND SEEDED AREAS UNTIL LAWN GROWTH IS ESTABLISHED AND FROM SITE AS WORK PROGRESSES AND UNTIL COMPLETION OF PLANT MAINTENANCE
DETERMINED NECESSARY IN THE FIELD BY OWNER'S REPRESENTATIVE BEFORE ANY CONSTRUCTION PERIODS OR WARRANTY PERIODS.
APPROVED BY THE LANDSCAPE ARCHITECT ANDOR OWNER'S REPRESENTATIVE.
SCALE
ACTIVITIES ARE TO BEGIN. THESE MEASURES SHALL BE CHECKED, MAINTAINEDREPLACED AS 17. ALL AREAS TO BE SEEDED OR SODDED SHALL RECEIVE SIX INCHES (6") OF LOAM, MEASURED
NECESSARY DURING THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. SUCH MEASURES 11. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AFTER INSTALLATION, PRIOR TO SEEDING.
SHALL REPRESENT THE LIMIT OF WORK. WORKERS SHALL BE INFORMED THAT NO CONSTRUCTION AND REMOVE ANY LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALL 18. ALL EXISTING LAWN AREAS DESIGNED TO REMAIN SHALL BE AERATED, FERTILIZED AND
ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGH THE DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE TO AN APPROVED DUMP OVERSEEDED, AS DIRECTED BY THE LANDSCAPE ARCHITECT.
CONSTRUCTION PERIOD. SITE. ALL TRUCKS LEAVING THE SITE SHALL BE COVERED. 19. IN ADDITION TO LOCATIONS DEFINED FOR SEED ON THE PLANTING PLAN, THE CONTRACTOR
3. A MINIMUM SURPLUS OF 100 FEET OF EROSION CONTROL BARRIER (SILT FENCE&OR SILT SOCK) 12. CONCRETE TRUCKS SHALL NOT BE WASHED ONSITE. ANY CEMENT OR CONCRETE DEBRIS LEFT SHALL BE RESPONSIBLE FOR SEEDING ANY DISTURBED AREAS.
SHALL BE STOCKPILED ONSITE AT ALL TIMES. IN THE DISTURBED AREA SHALL BE REMOVED BY HAND AT THE CONTRACTOR'S EXPENSE. 20. A DETAILED PLANT MAINTENANCE MANUAL SHALL BE ESTABLISHED BY THE LANDSCAPE
CONTRACTOR FOR ALL PLANT MATERIAL BASED UPON PLANT SPECIES REQUIREMENTS AND
4. THE CONTRACTOR SHALL PROTECT THE ADJACENT AREA FROM SEDIMENTATION DURING PROJECT 13. IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS
PROVIDED IN WRITING TO THE LANDSCAPE ARCHITECT AND OWNER FOR REVIEW AND
CONSTRUCTION OPERATIONS. REQUIRED, THE CONTRACTOR IS TO IMMEDIATELY CONTACT AND COORDINATE WITH THE
APPROVAL. INFORMATION THEREIN SHALL INCLUDE REQUIRED PRUNING SCHEDULE, DRAWING INFO
LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE.
5. A CONSTRUCTION EXIT SHALL BE CONSTRUCTED TO SHED DIRT FROM CONSTRUCTION VEHICLE FERTILIZING AND PROPOSED INTEGRATED PEST MANAGEMENT (IPM) AS NECESSARY. THE
TIRES. THE CONSTRUCTION EXIT SHALL BE REPLACEDCLEANED AS NEEDED TO MAINTAIN ITS 14. AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION APPROVED MAINTENANCE SHOULD BE FOLLOWED UNTIL COMPLETION OF PLANT DATE ISSUED: 032326
EFFECTIVENESS. DEBRIS AND SURPLUS MATERIAL FROM THE SITE. A THOROUGH INSPECTION OF THE WORK MAINTENANCE PERIODS OR WARRANTY PERIODS. PROJECT NO: BILL.22.04
PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED 21. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CLOSE COORDINATION WITH DRAWN BY: NM, SG, NC
6. THE LIMIT OF ALL CLEARING, GRADING AND DISTURBANCES SHALL BE KEPT TO A MINIMUM WITHIN
DEBRIS, SHALL BE COLLECTED AND REMOVED FROM THE SITE. OWNER, GENERAL CONTRACTOR, RELATED SUBCONTRACTORS, LANDSCAPE ARCHITECT, AND CHECKED BY: MG
THE PROPOSED AREA OF CONSTRUCTION. THE CONTRACTOR SHALL PHASE THE SITE WORK IN A
ALL SITE WORK RELATED ITEMS.
MANNER TO MINIMIZE AREAS OF EXPOSED SOIL. 15. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SITE FOR THE SAFETY OF THE GENERAL
SHEET TITLE
PUBLIC AND TO PROTECT PROPERTY AGAINST VANDALISM AND THEFT.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOCAL WEATHER REPORTS DURING Cover Sheet
CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHER CONSTRUCTION 16. THE CONTRACTOR MUST OBTAIN ALL REQUIRED CITY, STATE AND FEDERAL PERMITS.
ACTIVITIES WHICH WILL LEAVE LARGE DISTURBED AREAS UNSTABILIZED. IF INCLEMENT WEATHER IS
17. THE PROVIDENCE PARKS DEPARTMENT ASSUMES NO RESPONSIBILITY IF THE WORK IS NOT
PREDICTED, THE CONTRACTOR SHALL USE THEIR BEST PROFESSIONAL JUDGEMENT AND SHALL BE
INSTALLED AS PER THE PLANS OR IF FIELD CHANGES ARE MADE WITHOUT THE KNOWLEDGE
RESPONSIBLE FOR ENSURING THAT NECESSARY EROSION CONTROL DEVICES ARE INSTALLED AND
AND APPROVAL OF THE OWNER'S REPRESENTATIVE.
FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS.
L-1
8. SOIL ESC MEASURES SHALL BE INSPECTED AND MAINTAINED ON A WEEKLY BASIS AND AFTER EACH
RAINFALL EVENT OF 0.25 INCH OR GREATER DURING CONSTRUCTION TO ENSURE THAT THE ESC
MEASURES ARE INTACT AND FUNCTIONING PROPERLY. IDENTIFIED DEFICIENCIES SHALL BE 1 OF 18
CORRECTED IMMEDIATELY NO LATER THAN 24 HOURS AFTER IDENTIFICATION.

X
X
X
X
X
X
X
X
D
D
D
D
D
D
D
D
D
D D
D
D D D D D
D D D D D D D D D
D D D D D
D
D D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W 6IN
W 6IN
SS
12IN
W 6IN SS 12IN
W 6IN SS 12IN W 6IN
W 6IN
W 6IN
SS
12IN
SS 12IN
W 6IN SS 12IN
W 6IN
W 6IN
SS 12IN
W 6IN NI21
SS
NI6
W
NI21
SS
NI6 W NI6 W NI21 SS NI6 W NI21 SS
NI6 W NI21 SS
NI6 W NI6 W NI6 W NI21 SS NI21 SS NI6 W NI21 SS NI6 W NI21 SS NI6 W NI6 W NI21 SS
NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS
NI21 SS NI21 SS NI21 SS NI21 SS
NI21
SS
NI21 SS
NI21 SS NI21 SS
NI21
SS
NI21
SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
W 6IN NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W NI6 W
NI6 W NI6 W NI6 W NI6 W NI6 W W 6IN
NI6 W
NI6 W
NI6 W NI6 W NI6 W
NI6 W
NI6
W
W
6IN
NI6 W
NI6 W
NI6 W
NI6 W W
6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
W 6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
W 6IN
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6
W
W 6IN
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
NI6
W
NI6 W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
CAMP STREET NI6 W
NI6 W
NI6 W D NI6 W D
NI6
W D
NI6
W D
NI6 W D
NI6 W D D D
D
D D
D
D
D
S
D D D D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
LAWN
NI8
D
NI8 D NI8 D NI8 D
NI8 D
NI8 D NI8 D NI8 D NI8 D NI8 D NI8 D NI8 D
NI8 D NI8 D D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN
D 8IN D 8IN D 8IN W 2IN W 2IN W 2IN W 2IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D D D D D D D D D D
W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN P
S
I
4 9
NI21 D
NI21 D
NI21 D
NI21
D
NI21 D
NI21 D
NI21
D
NI21 D NI21 D
NI21
D
NI21 D
NI21 D
NI21 D NI21 D NI21 D NI21 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 DS 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN
S 4IN NI21 D S 4IN S 4IN NI21 D NI21 D NI21 D SS SS S 4IN S 4IN S 4IN NI21 D SS S 4IN S S S 4IN SS S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S S 4IN
S S 4IN S 4IN S S 4IN S S 4IN S 4IN
C
Y
P
R
E S
S
S
T R
E
E
T
TR
E E
X
TR
X
X
X W 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2I E N W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2I E N W 2IN E W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN E W 2IN W 2IN E X
W 2IN E W 2IN E W 2IN E W 2IN W 2IN E X W 2IN E W 2IN E W 2IN E W 2IN W 2IN E W 2IN E W 2IN E W 2IN X W 2IN E W 2IN E W 2IN E
W 2IN E W 2IN X W 2IN E E X
TR
W
O
L
W
O
L
W O
L
SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN
WOL
O W L O L W
W O
L
LOW LOW
W LO
W O O W L L
W O L W O L
W
O L
LOW
L
O
W
LOW LOW LOW SS SS
SS
W O
L
L
O W
S
S
L O W
W
O L
S S
L O W O L W
W
O
L
L O
W
W
O L L O W
L O
W
WOL WOL WOL WOL WOL WOL WOL WOL
SS
X
X
X
X
X
X
X
X
D
D
D
D
D
D
D
D
D
D D
D
D D D D D
D D D D D D D D D
D D D D D
D
D D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W 6IN
W 6IN
SS
12IN
W 6IN SS 12IN
W 6IN SS 12IN W 6IN
W 6IN
W 6IN
SS
12IN
SS 12IN
W 6IN SS 12IN
W 6IN
W 6IN
SS 12IN
W 6IN NI21
SS
NI6
W
NI21
SS
NI6 W NI6 W NI21 SS NI6 W NI21 SS
NI6 W NI21 SS
NI6 W NI6 W NI6 W NI21 SS NI21 SS NI6 W NI21 SS NI6 W NI21 SS NI6 W NI6 W NI21 SS
NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS
NI21 SS NI21 SS NI21 SS NI21 SS
NI21
SS
NI21 SS
NI21 SS NI21 SS
NI21
SS
NI21
SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
W 6IN NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W NI6 W
NI6 W NI6 W NI6 W NI6 W NI6 W W 6IN
NI6 W
NI6 W
NI6 W NI6 W NI6 W
NI6 W
NI6
W
W
6IN
NI6 W
NI6 W
NI6 W
NI6 W W
6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
W 6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
W 6IN
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6
W
W 6IN
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
NI6
W
NI6 W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
CAMP STREET NI6 W
NI6 W
NI6 W D NI6 W D
NI6
W D
NI6
W D
NI6 W D
NI6 W D D D
D
D D
D
D
D
S
D D D D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
LAWN
NI8
D
NI8 D NI8 D NI8 D
NI8 D
NI8 D NI8 D NI8 D NI8 D NI8 D NI8 D NI8 D
NI8 D NI8 D D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN
D 8IN D 8IN D 8IN W 2IN W 2IN W 2IN W 2IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D D D D D D D D D D
W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN P
S
I
4 9
NI21 D
NI21 D
NI21 D
NI21
D
NI21 D
NI21 D
NI21
D
NI21 D NI21 D
NI21
D
NI21 D
NI21 D
NI21 D NI21 D NI21 D NI21 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 DS 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN
S 4IN NI21 D S 4IN S 4IN NI21 D NI21 D NI21 D SS SS S 4IN S 4IN S 4IN NI21 D SS S 4IN S S S 4IN SS S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S S 4IN
S S 4IN S 4IN S S 4IN S S 4IN S 4IN
C
Y
P
R
E S
S
S
T R
E
E
T
TR
E E
X
TR
X
X
X W 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2I E N W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2I E N W 2IN E W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN E W 2IN W 2IN E X
W 2IN E W 2IN E W 2IN E W 2IN W 2IN E X W 2IN E W 2IN E W 2IN E W 2IN W 2IN E W 2IN E W 2IN E W 2IN X W 2IN E W 2IN E W 2IN E
W 2IN E W 2IN X W 2IN E E X
TR
W
O
L
W
O
L
W O
L
SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN SS 12IN
WOL
O W L O L W
W O
L
LOW LOW
W LO
W O O W L L
W O L W O L
W
O L
LOW
L
O
W
LOW LOW LOW SS SS
SS
W O
L
L
O W
S
S
L O W
W
O L
S S
L O W O L W
W
O
L
L O
W
W
O L L O W
L O
W
WOL WOL WOL WOL WOL WOL WOL WOL
SS
R&S (1) TRASH CAN AT
BBALL COURT, HOLD TO
REINSTALL.
3 F&I CATCH BASIN SILT SOCK
L-8 (TYP).
TREE REMOVAL BY OTHERS
(TYP). ALL EXISTING TABLES &
BENCHES REMOVED BY OTHERS (TYP). SAVE & PROTECT EXISTING RAILING AT TERRACE (TYP). R&D CONCRETE TO LIMITS SHOWN
1 F&I TREE PROTECTION (TYP). L-8
R&S (1) TRASH CAN AT TERRACE, HOLD TO REINSTALL.
SEE SPLASH PAD
PLAN L-X
EXIST TABLES &
BENCHES REMOVED BY
OTHERS (TYP).
EXIST SWING AND EDGE TO
REMAIN AND BE PROTECTED
(TYP).
R&D 6" EXISTING EWF,
PREPARE FOR COMPACTION,
SEE PLANS L-4.1.
R&S WEAR MAT, HOLD TO
REINSTALL.
1
F&I TREE
L-8 PROTECTION (TYP).
R&D CONCRETE WALK
R&D BOLLARD
SAWCUT CONCRETE AT NEAREST
EXISTING CONTROL JOINT (TYP).
R&D EXIST
SHADE FABRIC
SAVE & PROTECT EXIST PLAY SAVE & PROTECT EXIST R&D EXIST POURED IN PLACE
FEATURES (TYP). ASPHALT SURFACE, SAVE & PROTECT
EXIST ASPHALT BASE.
SS SS
SS
SS SS
SS
SS
EXTENT OF ADDALT 3
SS SS
EXTENT OF ADDALT 1
SEE SPLASH PAD
PLAN L-6
SS
EXTENT OF ADDALT 3 EXTENT OF ADDALT 2
gwd.SNALP-40.22.LLIB
:ELIF
PROVIDENCE
PARKS DEPARTMENT
DALRYMPLE BOATHOUSE
ROGER WILLIAMS PARK PROVIDENCE, RI 02905
COPYRIGHT (C) CITY OF PROVIDENCE PARKS DEPARTMENT, ALL RIGHTS
RESERVED 2026. 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 THE CITY OF PROVIDENCE PARKS DEPARTMENT. ANY
MODIFICATIONS TO THIS DOCUMENT
WITHOUT THE WRITTEN PERMISSION OF THE CITY OF PROVIDENCE PARKS DEPARTMENT SHALL RENDER IT INVALID AND UNUSABLE.
STAMP
PROJECT:
Site Improvements at
2
Billy Taylor Park
140 Camp Street
Providence, RI
REVISIONS:
Date Issued For:
2 04.22.26 Addendum 2
NORTH ARROW
N
SCALE
0 5' 10' 20'
DEMOLITION PLAN LEGEND SCALE: 1"=10'
DRAWING INFO
LIMIT OF WORK R&D EX. CONCRETE AND BASE LOW LOW LOW DATE ISSUED: 032326
ADD ALT 2: R&D EX. ASPHALT AND BASE PROJECT NO: BILL.22.04
1
TREE PROTECTION FENCE
BASE BID: NO WORK DRAWN BY: NM, SG, NC
L-8
CHECKED BY: MG
SAWCUT R&D PIP SKIN, ASPHALT BASE TO REMAIN
SHEET TITLE
Ex Conditions
2 2 ADD ALT 1: R&D EWF TO 12" DEPTH 2
SILT SOCK SILT SACK
L-8 L-8 BASE BID: R&D EWF TO 6" DEPTH, SEE PLANS Demo Plan
ADD ALT 1: STRIP & REMOVE TURF TO +- 12" R&D REMOVE & DISPOSE
EXTENT OF ADDALTS Base Bid
BASE BID: NO WORK R&S REMOVE & STOCKPILE
L-2.1
EXISTING TREE TO BE REMOVED. ADD ALT 1: R&D PLASTIC PLAY EDGING F&I FURNISH & INSTALL
BY OTHERS BASE BID: NO WORK S&P SAVE & PROTECT
2 OF 18

X
X
X
X
X
X
X
X
D
D
D
D
D
D
D
D
D
D D
D
D
D D D D
D D D D D D D D D D D D
D D
D
D D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W 6IN
W 6IN
SS
12IN
W 6IN SS 12IN
W 6IN SS 12IN
W 6IN
W 6IN
W 6IN
SS
12IN
SS
12IN
W 6IN SS 12IN
W 6IN
W 6IN
SS 12IN
W 6IN NI21
SS
NI6
W
NI21
SS
NI6 W NI6 W NI21 SS NI6 W NI21 SS
NI6 W NI21 SS
NI6 W
NI6 W NI6 W
NI21
SS NI21 SS NI6 W NI21 SS NI6 W NI21 SS NI6 W NI6 W NI21 SS
NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21 SS NI21 SS
NI21
SS
NI21
SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21
SS
W 6IN NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W
NI6 W NI6 W
NI6 W
NI6 W
NI6 W NI6 W W 6IN
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6 W W
6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W NI6 W
NI6 W
W 6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
W 6IN
NI6 W
NI6
W
NI6
W
NI6 W
W 6IN
NI6 W
NI6
W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
CAMP STREET NI6 W
NI6 W
NI6 W D NI6 W D
NI6
W D
NI6 W D
D
D
D
D
S
S
S
S
D D D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
LAWN
NI8
D
NI8 D NI8 D NI8 D
NI8 D
NI8
D NI8 D NI8 D NI8 D NI8 D NI8 D NI8 D
NI8 D NI8 D D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN W 2IN W 2IN
W 2IN W 2IN
D 12IN
D 12IN
D 12IN
D 12IN D 12IN
D 12IN
D 12IN
D D D D D D D D D D
W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN P
S
I
4
9
NI21 D
NI21 D
NI21 D
NI21
D
NI21 D
NI21
D
NI21 D
NI21 D
NI21 D
NI21 D
NI21 D
NI21
D
NI21
D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 DS 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN
S 4IN NI21 D S 4IN S 4IN NI21 D NI21 D NI21 D SS SS S 4IN S 4IN S 4IN NI21 D SS S 4IN S S S 4IN SS S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S S 4IN S S 4IN S 4IN S S 4IN S S 4IN S 4IN
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X
TR
W
O L
W
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L
W O
L
WOL
LO W L O
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W LO
LOW LOW
W LO
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W
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X
X
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D D D D D D D D D D D D
D D
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W 6IN
W 6IN
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W 6IN SS 12IN
W 6IN SS 12IN
W 6IN
W 6IN
W 6IN
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12IN
SS
12IN
W 6IN SS 12IN
W 6IN
W 6IN
SS 12IN
W 6IN NI21
SS
NI6
W
NI21
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NI6 W NI6 W NI21 SS NI6 W NI21 SS
NI6 W NI21 SS
NI6 W
NI6 W NI6 W
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SS NI21 SS NI6 W NI21 SS NI6 W NI21 SS NI6 W NI6 W NI21 SS
NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS
NI21 SS
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NI21 SS NI21 SS
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NI21
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NI21 SS
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W 6IN NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W
NI6 W NI6 W
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NI6 W
NI6
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NI6
W
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W 6IN
NI6 W
NI6
W
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W
NI6 W
W 6IN
NI6 W
NI6
W
NI6 W
NI6 W
NI6 W
NI6 W
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NI6
W
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NI6
W
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W
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W
NI6 W
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NI6
W
NI6
W
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W
NI6 W
NI6 W
NI6
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W
NI6 W
NI6 W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
CAMP STREET NI6 W
NI6 W
NI6 W D NI6 W D
NI6
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NI6 W D
D
D
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S
S
S
D D D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
LAWN
NI8
D
NI8 D NI8 D NI8 D
NI8 D
NI8
D NI8 D NI8 D NI8 D NI8 D NI8 D NI8 D
NI8 D NI8 D D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN W 2IN W 2IN
W 2IN W 2IN
D 12IN
D 12IN
D 12IN
D 12IN D 12IN
D 12IN
D 12IN
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W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN P
S
I
4
9
NI21 D
NI21 D
NI21 D
NI21
D
NI21 D
NI21
D
NI21 D
NI21 D
NI21 D
NI21 D
NI21 D
NI21
D
NI21
D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 DS 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN
S 4IN NI21 D S 4IN S 4IN NI21 D NI21 D NI21 D SS SS S 4IN S 4IN S 4IN NI21 D SS S 4IN S S S 4IN SS S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S S 4IN S S 4IN S 4IN S S 4IN S S 4IN S 4IN
C Y
P
R
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S
S
T
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E
E
T
TR
E
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X
TR
X
X
X W 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN E W 2IN W 2IN E X
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X
TR
W
O L
W
O
L
W O
L
WOL
LO W L O
W
W LO
LOW LOW
W LO
W O LO W L
W O L W O L
W
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LOW
L
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LOW LOW LOW SS SS
SS
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L O W
W
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W
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WOL WOL WOL WOL WOL WOL WOL WOL
SS
SS SS
SS
SS SS
SS
SS
SS SS
SS
X
X
X
X
X
X
X
X
D
D
D
D
D
D
D
D
D
D D
D
D
D D D D
D D D D D D D D D D D D
D D
D
D D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W 6IN
W 6IN
SS
12IN
W 6IN SS 12IN
W 6IN SS 12IN
W 6IN
W 6IN
W 6IN
SS
12IN
SS
12IN
W 6IN SS 12IN
W 6IN
W 6IN
SS 12IN
W 6IN NI21
SS
NI6
W
NI21
SS
NI6 W NI6 W NI21 SS NI6 W NI21 SS
NI6 W NI21 SS
NI6 W
NI6 W NI6 W
NI21
SS NI21 SS NI6 W NI21 SS NI6 W NI21 SS NI6 W NI6 W NI21 SS
NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21 SS NI21 SS
NI21
SS
NI21
SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21 SS
NI21 SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21
SS
W 6IN NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W NI6 W W 6IN NI6 W
NI6 W NI6 W
NI6 W
NI6 W
NI6 W NI6 W W 6IN
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6 W W
6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W NI6 W
NI6 W
W 6IN NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
W 6IN
NI6 W
NI6
W
NI6
W
NI6 W
W 6IN
NI6 W
NI6
W
NI6 W
NI6 W
NI6 W
NI6 W
NI6 W
NI6
W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
NI6 W
NI6 W
NI6 W
NI6
W
NI6
W
NI6
W
NI6 W
NI6 W
NI6
W
NI6
W
CAMP STREET NI6 W
NI6 W
NI6 W D NI6 W D
NI6
W D
NI6 W D
D
D
D
D
S
S
S
S
D D D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
LAWN
NI8
D
NI8 D NI8 D NI8 D
NI8 D
NI8
D NI8 D NI8 D NI8 D NI8 D NI8 D NI8 D
NI8 D NI8 D D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN W 2IN W 2IN
W 2IN W 2IN
D 12IN
D 12IN
D 12IN
D 12IN D 12IN
D 12IN
D 12IN
D D D D D D D D D D
W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 12IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6IN P
S
I
4
9
NI21 D
NI21 D
NI21 D
NI21
D
NI21 D
NI21
D
NI21 D
NI21 D
NI21 D
NI21 D
NI21 D
NI21
D
NI21
D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 DS 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN
S 4IN NI21 D S 4IN S 4IN NI21 D NI21 D NI21 D SS SS S 4IN S 4IN S 4IN NI21 D SS S 4IN S S S 4IN SS S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S S 4IN S S 4IN S 4IN S S 4IN S S 4IN S 4IN
C Y
P
R
E S
S
S
T
R
E
E
T
TR
E
E
X
TR
X
X
X W 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN E W 2IN W E 2IN W 2 E IN W 2IN E W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN W 2IN E W 2IN W 2IN E X
W 2IN E W 2IN E W 2IN E W 2IN W 2IN E X W 2IN E W 2IN E W 2IN E W 2IN W 2IN E W 2IN E W 2IN E W 2IN X W 2IN E W 2IN E W 2IN E W 2IN E W 2IN X W 2IN E E
X
TR
W
O L
W
O
L
W O
L
WOL
LO W L O
W
W LO
LOW LOW
W LO
W O LO W L
W O L W O L
W
O L
LOW
L
O
W
LOW LOW LOW SS SS
SS
W O
L
L O W
S
S
L O W
W
O L
S S
L O W O L W
W
O
L
L O
W
W
O L L O W
L
O
W
WOL WOL WOL WOL WOL WOL WOL WOL
SS
SS
SS
EXTENT OF ADDALT 3
SEE L-2.1 FOR BASE BID CONCRETE REMOVAL (TYP)
EXISTING PLANTINGS TO BE EXTENT OF ADDALT 1
REMOVED BY
OTHERS
ALL WORK
DONE IN CRITICIAL ROOT
ZONE TO BE
DONE BY HAND,
COORDINATE
WITH LA
R&D EXISTING
SWING &
FOOTINGS
R&D 12" EWF
BASE BID: R&D6" EWF
R&D PLASTIC
PLAY EDGE
R&D CONCRETE WALK
BASE BID - SEE L-2.1
ALL IMPROVEMENTS OUTSIDE
EXTENTS OF ADD ALT AREAS (TYP)
EXTENT OF ADDALT 3 EXTENT OF ADDALT 2 R&D EXIST ASPHALT AND BASE TO 12" DEPTH
BASE BID: NO WORK
gwd.STLA
DDA-SNALP-40.22.LLIB
:ELIF
PROVIDENCE
PARKS DEPARTMENT
DALRYMPLE BOATHOUSE
ROGER WILLIAMS PARK
PROVIDENCE, RI 02905
COPYRIGHT (C) CITY OF PROVIDENCE PARKS DEPARTMENT, ALL RIGHTS RESERVED 2026. 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 THE CITY OF PROVIDENCE PARKS DEPARTMENT. ANY
MODIFICATIONS TO THIS DOCUMENT
WITHOUT THE WRITTEN PERMISSION OF THE CITY OF PROVIDENCE PARKS DEPARTMENT SHALL RENDER IT INVALID AND UNUSABLE.
STAMP
PROJECT:
Site Improvements at
Billy Taylor Park
140 Camp Street
Providence, RI
REVISIONS:
Date Issued For:
2 04.22.26 Addendum 2
NORTH ARROW
N
SCALE
0 10' 20' 40'
DEMOLITION PLAN LEGEND SCALE: 1"=20'
NOTE: ALL DEMOLITION WORK
DRAWING INFO
SHOWN ON THIS PAGE IS FOR
LIMIT OF WORK R&D EX. CONCRETE AND BASE
LOW LOW LOW
ADDALTERNATES 1-3 AND SHALL DATE ISSUED: 032326
ADD ALT 2: R&D EX. ASPHALT AND BASE BE DONE IN ADDITION TO BASE BID PROJECT NO: BILL.22.04
1
TREE PROTECTION FENCE
BASE BID: NO WORK DEMOLITION WORK AS SHOWN DRAWN BY: NM, SG, NC
L-8
CHECKED BY: MG
ON L-2.1.
SAWCUT R&D PIP SKIN, ASPHALT BASE TO REMAIN
SHEET TITLE
Ex Conditions
2 2 ADD ALT 1: R&D EWF TO 12" DEPTH
SILT SOCK SILT SACK
L-8 L-8 BASE BID: R&D EWF TO 6" DEPTH, SEE PLANS Demo Plan
ADD ALT 1: STRIP & REMOVE TURF TO +- 12" R&D REMOVE & DISPOSE
EXTENT OF ADDALTS Add Alt
BASE BID: NO WORK R&S REMOVE & STOCKPILE
L-2.2
EXISTING TREE TO BE REMOVED. ADD ALT 1: R&D PLASTIC PLAY EDGING F&I FURNISH & INSTALL
2
BY OTHERS BASE BID: NO WORK S&P SAVE & PROTECT
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