Site Improvements at Billy Taylor Park PLANS

PROVIDENCE, RI
ISSUED FOR BID 3/23/26
LOCUS MAP
NOT TO SCALE
SITE IMPROVEMENTS
AT BILLY TAYLOR PARK
HONORABLE WENDY NILSSON SUE ANDERBOIS
BRETT P. SMILEY
SUPERINTENDENT OF PARKS CITY COUNCILOR
MAYOR
N
SOURCE: RIDEM, 2022
SHEET SCHEDULE DEMOLITION PLAN GENERAL NOTES LAYOUT NOTES
L-1 COVER SHEET 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH
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.
L-2.1 EXIST CONDITIONS/DEMO PLAN - BASE BID OF THE CONTRACTOR.
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
L-2.2 EXIST CONDITIONS/DEMO PLAN - ADD / ALT (FORTHCOMING IN ADDENDUM)
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
APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT L-3.1 GRADING PLAN - BASE BID DEPARTMENT STAFF TO DEVELOP A SUITABLE DEMOLITION PLAN, WHICH WILL MINIMIZE OWNER'S REPRESENTATIVE.
NOT MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY
PARK DISTURBANCE AND ALLOW ALL FACILITIES TO REMAIN IN OPERATION DURING THE L-3.2 GRADING PLAN - ADD / ALT (FORTHCOMING IN ADDENDUM) 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
ENTIRETY OF CONSTRUCTION.
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,
L-4.2 MATERIALS PLAN - ADD / ALT (FORTHCOMING IN ADDENDUM) BY OWNER'S REPRESENTATIVE.
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 (FORTHCOMING IN ADDENDUM)
SIDEWALKS, BERMS, FENCES, BOLLARDS, POSTS, PLANTING BEDS, TREES, SHRUBS, UTILITIES, NEEDED TO REMOVE SEDIMENT AND POTENTIAL POLLUTANTS WHICH MAY ACCUMULATE DURING 5. ALL PLACEMENT OF SITE FURNISHINGS, BOULDERS, PLAY STRUCTURES AND OUTDOOR
L-6.1 SPLASHPAD PLAN - BASE BID SITE WORK.
DRAINAGE STRUCTURES AND ALL OTHER STRUCTURES SHOWN WITHIN THE LIMITS, AND FITNESS EQUIPMENT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
L-6.2 SPLASHPAD PLAN - ADD / ALT (FORTHCOMING IN ADDENDUM) 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-7.1 PLANTING PLAN - BASE BID PLANTING NOTES
COMPACTED FILL MATERIAL PER SPECIFICATIONS.
13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS NECESSARY.
L-7.2 PLANTING PLAN - ADD / ALT (FORTHCOMING IN ADDENDUM)
4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND
L-8 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-9 CONSTRUCTION DETAILS
ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY.
5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION
L-10 CONSTRUCTION DETAILS 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.
L-11 ADD/ALTERNATE DETAILS (FORTHCOMING IN ADDENDUM) 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
- - - VORTEX PLANS (FORTHCOMING IN ADDENDUM) 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.
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.
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
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.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL JUNE 15 AND/OR 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
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
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 DETAILS/SPECIFICATIONS, ALL SITE
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
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
SURROUNDING FACILITIES, AS DEEMED BY THE OWNER, AT ALL TIMES DURING DEMOLITION 8. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LAWS AND 12. PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS.
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
DEAD, DECLINING OR LOST MATERIAL UNTIL COMPLETION OF MAINTENANCE PERIODS OR PROTECTIVE MEASURES ARE TO BE INSTALLED.
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 AND/OR 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 APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER'S REPRESENTATIVE. PERIODS OR WARRANTY PERIODS.
ACTIVITIES ARE TO BEGIN. THESE MEASURES SHALL BE CHECKED, MAINTAINED/REPLACED 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,
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 REPLACED/CLEANED 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
EFFECTIVENESS. DEBRIS AND SURPLUS MATERIAL FROM THE SITE. A THOROUGH INSPECTION OF THE WORK MAINTENANCE PERIODS OR WARRANTY PERIODS.
PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED 21. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CLOSE COORDINATION WITH
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
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
PUBLIC AND TO PROTECT PROPERTY AGAINST VANDALISM AND THEFT.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOCAL WEATHER REPORTS DURING
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.
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
CORRECTED IMMEDIATELY NO LATER THAN 24 HOURS AFTER IDENTIFICATION.
gwd.SNALP-40.22.LLIB
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PROJECT SITE
DALRYMPLE BOATHOUSE
ROGER WILLIAMS PARK
PROVIDENCE, RI 02905
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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:
NORTH ARROW
SCALE
DRAWING INFO
DATE ISSUED: 03/23/26
PROJECT NO: BILL.22.04
DRAWN BY: NM, SG, NC
CHECKED BY: MG
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WOL
WOL
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). EXISTING TABLES & BENCHES REMOVED BY OTHERS (TYP). SAVE & PROTECT EXISTING RAILING AT TERRACE (TYP). R&D CONCRETE TO LIMITS SHOWN EXTENT OF ADD/ALT #3
1 F&I TREE PROTECTION (TYP). L-8
R&S (1) TRASH CAN AT TERRACE, HOLD TO REINSTALL.
SEE SPLASH PAD
PLAN L-X
S
S
LOW LOW LOW LOW SS SS SS
S
S
EXIST TABLES & BENCHES S S
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).
EXTENT OF ADD/ALT #1
R&D CONCRETE
WALK
R&D BOLLARD
SAWCUT CONCRETE AT NEAREST
EXISTING CONTROL JOINT (TYP).
R&D EXIST ASPHALT R&D EXIST EXTENT OF
AND BASE TO 6" DEPTH SHADE FABRIC ADD/ALT #2
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
SS SS
SS
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
Billy Taylor Park
140 Camp Street
Providence, RI
REVISIONS:
# Date Issued For:
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: 03/23/26
PROJECT NO: BILL.22.04
1
TREE PROTECTION FENCE R&D EX. ASPHALT AND BASE
DRAWN BY: NM, SG, NC
L-8
CHECKED BY: MG
SAWCUT R&D TURF & SOIL TO 12" DEPTH
SHEET TITLE
Ex Conditions /
2 2 R&D PIP SKIN, ASPHALT BASE TO
SILT SOCK / SILT SACK
L-8 L-8 REMAIN Demo Plan
ADD ALT #1: STRIP & REMOVE TURF TO +/- 12" R&D REMOVE & DISPOSE
EXTENT OF ADD/ALTS 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 20

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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
D CAMP STREET NI6 W
NI6 W
NI6 W D 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
D
D
D
D D D
LAWN
1 5 5
6 5 1 NI8 D
NI8 D 1 4 5 7 5 NI8 D 1 NI8 D
NI8 D
NI8 D 0 6 1 NI8 D NI21 D NI21 D 8 9 5 5 1 1 SS SS SS SS 661 D 8IN S S 1 D 8I 3 N 2 6 6 D 6 8 1 IN 1 1 D 8IN D 8IN 4 D 6 8IN 1 D 8IN D 8 NI8 I D N N I8 D NI8 D NI8 D NI8 D NI8 D NI8 D 5 6 1 NI21 D NI21 D NI21 D NI21 D NI21 D S 4IN NI S 2 1 4I N D S 4IN NI21 D S 4IN S N 4 I2 IN 1 D S 4IN NI2 S 1 4 D IN S 4 N IN I21 D S 4IN N S I2 4 1 IN DS 4IN NI21 D S N I2 4 1 IN D S N 4 I I 2 N 1 D S 4I N N I21 D S 4 NI21 I D NI21 D NI21 D NI21 D N 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 7 D 8IN 6 D 1 8IN D 8IN D 8IN D 8IN D 8IN D 8IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN NI21 D NI21 D NI21 D
S D 8IN D 8IN D 8IN S S 4IN S 4IN S 4IN 8 6 1 NI21 D NI21 D S W 2IN W 2IN W 2IN S 4IN S 4IN NI21 D NI21 D W 2IN NI21 D
NI21 D
NI21
D NI21 D
NI21 D
NI21 D
NI21
D
NI21
D
961 NI21 D
NI21 D
NI21 D 1 7
NI21 D 1 D 12IN
D 12IN
071 D 12IN
D 12IN C D 12IN Y
D 12IN P
R D 12IN E S
S
S
171 T
R
E
E
T
271
S
3 7 S 1
S 1 7
3 S TR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S 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 12IN W 6IN W 6IN W 6IN W 6IN W 6IN W 6 S IN 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
S P
S
S
I
4 S 9
S
E E
LO W L O
W X
X
W LO
X
LOW LOW
W LO
X W O 6 5 5 5 1 1 LO W 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 L 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 751 W 2IN W 2IN W E 2IN E X W 2IN E W 2IN E W 2IN W 2IN E X W 2IN E 261 W 2IN E O W W 2IN E L 061 W W 2IN W 2IN E O W 2IN E 161 L W 2IN E W 2IN X W 2IN E 261 W 2IN E W 2IN E
361 W 2IN W 2IN E X W 2IN E E 461 561 X W
O 661 L
861 761
861 LOW
L O
W
W O
L
L O W
L O W
W
O L
271
L O W O L W
W O 1 L 7 1
1
7 2
271
1
1 3 7 O L
7 W 2
L O
W
W
O L L O
W
371
W O L
L O W
W O L
WOL WOL WOL WOL WOL WOL WOL WOL
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 SS 12IN
WOL
WOL
S
S
LOW LOW LOW LOW SS SS SS
S
S
CONCRETE TO MATCH EX.
GRADE OUTSIDE PLAY EDGE
(TYP).
S S
%1
NIM
EPOLS
BOW:165.12
BOW:165.15 BOW:165.18 1 6 5 661
761
TR
11
SYNTHETIC TURF ATTACHMENT B:
L-9 TOP OF NAILER BOARD 1 " 2
BELOW TOP OF WALL, TYP
171.41
171.30 EJ EJ 171.46
170.22
171.48 END TURF ATTACHMENT B
170.60 START TURF ATTACHMENT B
(TURF FLUSH W/ TOW, TYP)
171.20 171.42
170.74 12 171.60 TURF ATTACHMENT 12 171.37 TURF ATTACHMENT
L-9 TRANSITION L-9 TRANSITION 171.71 171.48 START TURF ATTACHMENT A
(TURF 21 2 " ABOVE EX. ASPHALT, TYP) END TURF ATTACHMENT A 1 7 2 1
7
2
172.90
173.20
1
7 3
173.30 172.90 173.25
172.90
1% 1%
1 SLOPE SLOPE 3 7 173.25
173.35
173.60 173.65
173.10
10
SYNTHETIC TURF ATTACHMENT A:
L-9 TOP OF NAILER BOARD 2"
ABOVE EX. ASPHALT, TYP
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
Billy Taylor Park
140 Camp Street
Providence, RI
REVISIONS:
# Date Issued For:
NORTH ARROW
N
SCALE
0 5' 10' 20'
SCALE: 1"=10'
GRADING LEGEND DRAWING INFO
DATE ISSUED: 03/23/26
PROJECT NO: BILL.22.04
EXISTING GRADE
DRAWN BY: NM, SG, NC
CHECKED BY: MG
83.10 PROPOSED GRADE SHEET TITLE
Grading Plan
EXISTING CONTOUR
Base Bid
83 PROPOSED CONTOUR
L-3.1
1.5%
PROPOSED SLOPE
SLOPE
4 OF 20

X
X
X
X
X
X
X
X
LO W L O
W X
LAWN
X
W
LO
X
LOW LOW
W
LO
X W
O
LO W L
X
SS
X SS
W
SS O
S L
S
SS
W
O
L
X
S S
X
S
S
X
W
O
L
LOW
L
O
W
W
O
L
L C
O
W Y
P
R
L O E W S
S W
O
L S
T
R
E
E
T
L O W O L
W
W
O
L
L
O
W
L O
W
W
O L L O
W
W
O
L
TR
L
O
W
W
O
L
WOL WOL WOL WOL WOL WOL WOL WOL
CAMP STREET
WOL
WOL
S
S
LOW LOW LOW LOW
SS SS
SS
S S
S S
X
X
X
X
X
X
X
X
LO W L O
W X
LAWN
X
W
LO
X
LOW LOW
W
LO
X W
O
LO W L
X
SS
X SS
W
SS O
S L
S
SS
W
O
L
X
S S
X
S
S
X
W
O
L
LOW
L
O
W
W
O
L
L C
O
W Y
P
R
L O E W S
S W
O
L S
T
R
E
E
T
L O W O L
W
W
O
L
L
O
W
L O
W
W
O L L O
W
W
O
L
TR
L
O
W
W
O
L
WOL WOL WOL WOL WOL WOL WOL WOL
CAMP STREET
WOL
WOL
TR
8
D&I 55 GAL TRASH RECEPTACLE ON
L-8 NEW CONCRETE PAD
7
F&I BOULDER IN LANDSCAPE (TYP)
L-8
23
27 F&I 25' X 25' CANTILEVER SHADE
F&I LOWER RAIL TO EXTENTS SHOWN (TO MATCH EX. RAILS)
L-10
L-10
18 EXTENT OF ADD/ALT #3 F&I 6' PICNIC TABLE (TYP)
L-9
D&I 55 GAL TRASH RECEPTACLE ON
18
F&I 6' ADA PICNIC TABLE EXIST CONCRETE
L-9
17
F&I 6' BACKLESS BENCH (TYP) 22
F&I BURKE CAROUSEL
L-9 L-10
17
F&I BACKED BENCH, (TYP)
L-9
13
D&I GORIC HALF SPHERE, VIF (TYP)
L-9
21
F&I BURKE CASTRA PLAYFORT
L-10
TR
SEE SPLASH PAD
PLAN L-X
S
S
LOW LOW LOW LOW
SS SS
SS
EJ EJ
17
F&I BACKED
BENCH (TYP) L-9 S S F&I 4" CONCRETE 6
L-8
WALK (TYP) 6 F&I 4" CONCRETE
PAD (TYP) L-8
7 S F&I BOULDERS AT S
CONCRETE AND L-8
LANDSCAPE (TYP)
EXIST SWING
AND EDGE TO
REMAIN (TYP)
14
F&I 6" TOP OFF
L-9
COMPACTED EWF,
COMPACT EXIST 6"
EWF TO REMAIN,
PER DETAIL
15
D&I WEAR MAT IN
L-9 COMPACTED EWF,
PER DETAIL (TYP)
EXTENT OF ADD/ALT #1
EXTENT OF ADD/ALT #3
6
F&I 4" CONCRETE WALK (TYP)
L-8
9
F&I COLLAPSIBLE BOLLARD
L-8
14 10 11 12 8
F&I 6" COMPACTED EWF F&I LSI REPLACEMENT F&I SYNTHETIC TURF W/ FALL F&I 55 GAL TRASH
L-9 L-9 L-9 L-9 L-8
SHADE FABRIC, SEE SPECS PAD, 2 COLORS, SEE L-3.1 FOR RECEPTACLE ON
ATTACHMENT TYPES (TYP) CONCRETE PAD
EXISTING PLAY FEATURES TO EXTENT OF ADD/ALT #2
REMAIN AND BE PROTECTED (TYP)
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
Billy Taylor Park
140 Camp Street
Providence, RI
REVISIONS:
# Date Issued For:
NORTH ARROW
N
SCALE
0 5' 10' 20'
SCALE: 1"=10'
DRAWING INFO
DATE ISSUED: 03/23/26
PROJECT NO: BILL.22.04
MATERIALS PLAN LEGEND
DRAWN BY: NM, SG, NC
CHECKED BY: MG
ROUNDED, NATIVE BOULDERS SHEET TITLE
4" POURED CONCRETE PAVING
(NEW & FROM STOCKPILE) Materials Plan
EWF MULCH (12" IN USE ZONES, 6" IN 55 GAL TRASH RECEPTACLE, SURFACE
Base Bid
OTHER AREAS) MOUNT ON CONCRETE PAD
SYNLAWN SYNTHETIC TURF W/2" IMPACT DUMOR 6' BENCH W/ BACK,
L-4.1
ABSORBTION PAD MOUNT VARIES
DUMOR 5' BACKLESS BENCH,
MOUNT VARIES 6 OF 20

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
SS
12IN
SS
12IN
SS 12IN
SS
12IN
SS 12IN
SS 12IN
SS 12IN
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
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21
SS
D
D
D
D
D
D
D
NI8
D
NI8 D NI8 D
NI8
D
NI8 D
NI8 D NI8
D
NI21 D
NI21 D
NI8
D
NI21 D
NI21 D NI8 D NI8 D NI8 D NI8 D
NI8 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D
N
S
I2
4
1
IN
DS
4IN
NI21 D
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
NI8 D S 4IN S 4IN NI21 D NI21 D NI21 D SS SS SS SS D 8IN S S D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN NI21 D NI21 D NI21 D NI21 D
S D 8IN D 8IN D 8IN D 8IN
D 8IN D 8IN D 8IN
S 4IN S 4IN S 4IN S
4IN S 4IN S 4IN NI21 D
NI21 D NI21 D
S D 8IN D 8IN D 8IN S S 4IN S 4IN S 4IN NI21 D NI21 D S S 4IN S 4IN 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
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
S
S
S
S
TR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S D D D D D D D D D D
S
S
E
E
LO W L O
W X
X
W LO
X
LOW LOW
W LO
X W
O
LO W L
E E E E E E E E E E E E E E E E E E E E E E E E X
E E E E X E W E O E L E W O E L E X
E E E
E X E E
X
W
O L
LOW
L O
W
W O
L
L O W
L O W
W
O L
L O W O L
W W O
L
L
O
W
L
O
W
W
O L L O
W
W O
L
L O
W
W
O L
WOL WOL WOL WOL WOL WOL WOL WOL
WOL
WOL
X
X
X S
S
LOW LOW LOW LOW
SS SS SS
S
S
S S
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
SS
12IN
SS
12IN
SS 12IN
SS
12IN
SS 12IN
SS 12IN
SS 12IN
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
NI21 SS
NI21 SS
NI21
SS
NI21
SS
NI21 SS
NI21
SS
NI21 SS
NI21
SS
NI21
SS
D
D
D
D
D
D
D
NI8
D
NI8 D NI8 D
NI8
D
NI8 D
NI8 D NI8
D
NI21 D
NI21 D
NI8
D
NI21 D
NI21 D NI8 D NI8 D NI8 D NI8 D
NI8 D
NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D NI21 D
N
S
I2
4
1
IN
DS
4IN
NI21 D
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
NI8 D S 4IN S 4IN NI21 D NI21 D NI21 D SS SS SS SS D 8IN S S D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN D 8IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN S 4IN NI21 D NI21 D NI21 D NI21 D
S D 8IN D 8IN D 8IN D 8IN
D 8IN D 8IN D 8IN
S 4IN S 4IN S 4IN S
4IN S 4IN S 4IN NI21 D
NI21 D NI21 D
S D 8IN D 8IN D 8IN S S 4IN S 4IN S 4IN NI21 D NI21 D S S 4IN S 4IN 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
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
D 12IN
S
S
S
S
TR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S D D D D D D D D D D
S
S
E
E
LO W L O
W X
X
W LO
X
LOW LOW
W LO
X W
O
LO W L
E E E E E E E E E E E E E E E E E E E E E E E E X
E E E E X E W E O E L E W O E L E X
E E E
E X E E
X
W
O L
LOW
L O
W
W O
L
L O W
L O W
W
O L
L O W O L
W W O
L
L
O
W
L
O
W
W
O L L O
W
W O
L
L O
W
W
O L
WOL WOL WOL WOL WOL WOL WOL WOL
WOL
WOL
TR
TR
S
S
LOW LOW LOW LOW
SS SS SS
EJ EJ
S
S
S S
INTERIOR OF
CORNER WALL
5' 13' 25'
5'
15'
ALIGN W/
EX. WALL
30" 30"
20", TYP
3' MIN 9'-6"
3' MIN 3' MIN
20", TYP
R10'
R5'
9" R4'
8'-
1 R18'
R10'
HALF SPHERES LAYOUT 5 '-2 TO BE V.I.F. PRIOR TO R24' R10' "
INSTALLATION (TYP). R10' R3'
R10'
R3'
R3'
5' 8'-6" 17'-5" 4'-4"
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
Billy Taylor Park
140 Camp Street
Providence, RI
REVISIONS:
# Date Issued For:
NORTH ARROW
N
SCALE
0 5' 10' 20'
SCALE: 1"=10'
LAYOUT LEGEND
DRAWING INFO
POINT OF BEGINNING DATE ISSUED: 03/23/26
PROJECT NO: BILL.22.04
DRAWN BY: NM, SG, NC
CENTERLINE
CHECKED BY: MG
SHEET TITLE
12.75' LINEAR DIMENSION
Layout Plan
RADIAL DIMENSION Base Bid
4.00'
ORDINATE DIMENSION
L-5.1
42.30'
8 OF 20

R2.5'
ALIGN EDGES OR FACES