ADDENDUM NO. 1 JUNE 12, 2018
GREENWICH PUBLIC SHCOOLS
COURTYARD RENOVATIONS
HAMILTON AVENUE SCHOOL
184 HAMILTON AVE., GREENWICH, CT
OPENING DATE: JUNE 21, 2018
OPENING TIME: 2:00 PM
BID NUMBER: 2212-18
The following ADDENDUM is issued to clarify items appearing either in the specifications or
on the Drawings, said items having been called to the attention of the Architect by one or more
of the Contractors estimating the work:
The Specifications and / or drawings are amended as follows:
1. GENERAL
A. The deadline for submitting questions has been extended to noon on June 14, 2018.
Responses to questions via addendum will be posted to the website by noon on June
15, 2018.
2. SPECIFICATIONS – INSTRUCTIONS TO BIDDERS - 000310
A. Delete Item 1.5-C in it’s entirety. There shall not be a minimum requirement for
work to be completed by Contractor’s own workforce.
3. SPECIFICATIONS – WAGE RATES
A. Wage rates have been provided. Refer to attached Wage Rates dated June 5, 2018.
4. SPECIFICATIONS – FRP DOORS - 082200
A. Acceptable manufacturer and product for RFP doors shall be Special-Lite – Rustic
Wood Grain FRP/Aluminum Hybrid Door model #SL-19. Custom color to be
provided as selected by Architect.
5. DRAWINGS – DRAWING NL, EX,LA, & SD-1
A. Refer to attached revised drawings NL, EX,LA, & SD-1. All other drawings remain
unchanged.
All project requirements, except for those that are specifically added or modified by this
Addendum, shall remain in full effect.
Eugene H. Watts
END OF ADDENDUM NO. 1
Project: Hamilton Avenue School Courtyard Renovations
Project: Hamilton Avenue School Courtyard Renovations
Project Project Greenwich
By virtue of the authority vested in the Labor Commissioner under provisions of Section 31-53 of the General Statutes of Connecticut, as amended, the following are declared to be the prevailing rates and welfare payments and will apply only where the contract is advertised for bid within 20 days of the date on which the rates are established. Any contractor or subcontractor not obligated by agreement to pay to the welfare and pension fund shall pay this amount to each employee as part of his/her hourly wages.
Minimum Rates and Classifications for Heavy/Highway Construction
Connecticut Department of LaborWage and Workplace Standards Division
FAP Number: State Number:
Town:
H 24881
Number:
ID#:
Hourly Rate BenefitsCLASSIFICATION
01) Asbestos/Toxic Waste Removal Laborers: Asbestos removal and encapsulation (except its removal from mechanical systems which are not to be scrapped), toxic waste removers, blasters. **See Laborers Group 5 and 7**
1) Boilermaker 33.79 34% + 8.96
1a) Bricklayer, Cement Masons, Cement Finishers, Plasterers, Stone Masons 33.48 31.66
2) Carpenters, Piledrivermen 32.60 25.34
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
2a) Diver Tenders 32.60 25.34
3) Divers 41.06 25.34
03a) Millwrights 33.14 25.74
4) Painters: (Bridge Construction) Brush, Roller, Blasting (Sand, Water, etc.), Spray
48.55 20.45
4a) Painters: Brush and Roller 32.72 20.45
4b) Painters: Spray Only 35.72 20.45
4c) Painters: Steel Only 34.72 20.45
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
4d) Painters: Blast and Spray 35.72 20.45
4e) Painters: Tanks, Tower and Swing 34.72 20.45
5) Electrician (Trade License required: E-1,2 L-5,6 C-5,6 T-1,2 L-1,2 V-1,2,7,8,9)
34.50 29.64
6) Ironworkers: Ornamental, Reinforcing, Structural, and Precast Concrete Erection
35.47 33.39 + a
7) Plumbers (Trade License required: (P-1,2,6,7,8,9 J-1,2,3,4 SP-1,2) and Pipefitters (Including HVAC Work) (Trade License required: S-1,2,3,4,5,6,7,8 B-1,2,3,4 D-1,2,3,4 G-1, G-2, G-8, G-9)
41.62 30.36
----LABORERS---- -
8) Group 1: Laborer (Unskilled), Common or General, acetylene burner, concrete specialist
30.05 20.10
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
9) Group 2: Chain saw operators, fence and guard rail erectors, pneumatic tool operators, powdermen
30.30 20.10
10) Group 3: Pipelayers 30.55 20.10
11) Group 4: Jackhammer/Pavement breaker (handheld); mason tenders (cement/concrete), catch basin builders, asphalt rakers, air track operators, block paver, curb setter and forklift operators
30.55 20.10
12) Group 5: Toxic waste removal (non-mechanical systems) 32.05 20.10
13) Group 6: Blasters 31.80 20.10
Group 7: Asbestos/lead removal, non-mechanical systems (does not include leaded joint pipe)
31.05 20.10
Group 8: Traffic control signalmen 16.00 20.10
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
Group 9: Hydraulic Drills 29.30 18.90
----LABORERS (TUNNEL CONSTRUCTION, FREE AIR). Shield Drive and Liner Plate Tunnels in Free Air.----
13a) Miners, Motormen, Mucking Machine Operators, Nozzle Men, Grout Men, Shaft & Tunnel Steel & Rodmen, Shield & Erector, Arm Operator, Cable Tenders
32.22 20.10 + a
13b) Brakemen, Trackmen 31.28 20.10 + a
----CLEANING, CONCRETE AND CAULKING TUNNEL----
14) Concrete Workers, Form Movers, and Strippers 31.28 20.10 + a
15) Form Erectors 31.60 20.10 + a
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
----ROCK SHAFT LINING, CONCRETE, LINING OF SAME AND TUNNEL IN FREE AIR:----
16) Brakemen, Trackmen, Tunnel Laborers, Shaft Laborers 31.28 20.10 + a
17) Laborers Topside, Cage Tenders, Bellman 31.17 20.10 + a
18) Miners 32.22 20.10 + a
----TUNNELS, CAISSON AND CYLINDER WORK IN COMPRESSED AIR: ----
18a) Blaster 38.53 20.10 + a
19) Brakemen, Trackmen, Groutman, Laborers, Outside Lock Tender, Gauge Tenders
38.34 20.10 + a
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
20) Change House Attendants, Powder Watchmen, Top on Iron Bolts 36.41 20.10 + a
21) Mucking Machine Operator 39.11 20.10 + a
----TRUCK DRIVERS----(*see note below)
Two axle trucks 29.13 23.33 + a
Three axle trucks; two axle ready mix 29.23 23.33 + a
Three axle ready mix 29.28 23.33 + a
Four axle trucks, heavy duty trailer (up to 40 tons) 29.33 23.33 + a
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
Four axle ready-mix 29.38 23.33 + a
Heavy duty trailer (40 tons and over) 29.58 23.33 + a
Specialized earth moving equipment other than conventional type on-the road trucks and semi-trailer (including Euclids)
29.38 23.33 + a
----POWER EQUIPMENT OPERATORS----
Group 1: Crane handling or erecting structural steel or stone, hoisting engineer (2 drums or over), front end loader (7 cubic yards or over), Work Boat 26 ft. & Over, Tunnel Boring Machines. (Trade License Required)
39.55 24.05 + a
Group 2: Cranes (100 ton rate capacity and over); Excavator over 2 cubic yards; Piledriver ($3.00 premium when operator controls hammer); Bauer Drill/Caisson. (Trade License Required)
39.23 24.05 + a
Group 3: Excavator/Backhoe under 2 cubic yards; Cranes (under 100 ton rated capacity), Gradall; Master Mechanic; Hoisting Engineer (all types of equipment where a drum and cable are used to hoist or drag material regardless of motive power of operation), Rubber Tire Excavator (Drott-1085 or similar);Grader Operator; Bulldozer Fine Grade (slopes, shaping, laser or GPS, etc.). (Trade License Required)
38.49 24.05 + a
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
Group 4: Trenching Machines; Lighter Derrick; Concrete Finishing Machine; CMI Machine or Similar; Koehring Loader (Skooper)
38.10 24.05 + a
Group 5: Specialty Railroad Equipment; Asphalt Paver; Asphalt Spreader; Asphalt Reclaiming Machine; Line Grinder; Concrete Pumps; Drills with Self Contained Power Units; Boring Machine; Post Hole Digger; Auger; Pounder; Well Digger; Milling Machine (over 24" Mandrell)
37.51 24.05 + a
Group 5 continued: Side Boom; Combination Hoe and Loader; Directional Driller.
37.51 24.05 + a
Group 6: Front End Loader (3 up to 7 cubic yards); Bulldozer (rough grade dozer).
37.20 24.05 + a
Group 7: Asphalt Roller; Concrete Saws and Cutters (ride on types); Vermeer Concrete Cutter; Stump Grinder; Scraper; Snooper; Skidder; Milling Machine (24" and Under Mandrel).
36.86 24.05 + a
Group 8: Mechanic, Grease Truck Operator, Hydroblaster, Barrier Mover, Power Stone Spreader; Welder; Work Boat under 26 ft.; Transfer Machine.
36.46 24.05 + a
Group 9: Front End Loader (under 3 cubic yards), Skid Steer Loader regardless of attachments (Bobcat or Similar); Fork Lift, Power Chipper; Landscape Equipment (including hydroseeder).
36.03 24.05 + a
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
Group 10: Vibratory Hammer, Ice Machine, Diesel and Air Hammer, etc. 33.99 24.05 + a
Group 11: Conveyor, Earth Roller; Power Pavement Breaker (whiphammer), Robot Demolition Equipment.
33.99 24.05 + a
Group 12: Wellpoint Operator. 33.93 24.05 + a
Group 13: Compressor Battery Operator. 33.35 24.05 + a
Group 14: Elevator Operator; Tow Motor Operator (Solid Tire No Rough Terrain).
32.21 24.05 + a
Group 15: Generator Operator; Compressor Operator; Pump Operator; Welding Machine Operator; Heater Operator.
31.80 24.05 + a
Group 16: Maintenance Engineer/Oiler 31.15 24.05 + a
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
Group 17: Portable asphalt plant operator; portable crusher plant operator; portable concrete plant operator.
35.46 24.05 + a
Group 18: Power Safety Boat; Vacuum Truck; Zim Mixer; Sweeper; (minimum for any job requiring CDL license).
33.04 24.05 + a
**NOTE: SEE BELOW
----LINE CONSTRUCTION----(Railroad Construction and Maintenance)----
20) Lineman, Cable Splicer, Technician 48.19 6.5% + 22.00
21) Heavy Equipment Operator 42.26 6.5% + 19.88
22) Equipment Operator, Tractor Trailer Driver, Material Men 40.96 6.5% + 19.21
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
23) Driver Groundmen 26.50 6.5% + 9.00
23a) Truck Driver 40.96 6.5% + 17.76
----LINE CONSTRUCTION----
24) Driver Groundmen 30.92 6.5% + 9.70
25) Groundmen 22.67 6.5% + 6.20
26) Heavy Equipment Operators 37.10 6.5% + 10.70
27) Linemen, Cable Splicers, Dynamite Men 41.22 6.5% + 12.20
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
28) Material Men, Tractor Trailer Drivers, Equipment Operators 35.04 6.5% + 10.45
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
Welders: Rate for craft to which welding is incidental.
*Note: Hazardous waste removal work receives additional $1.25 per hour for truck drivers.
**Note: Hazardous waste premium $3.00 per hour over classified rate
Crane with 150 ft. boom (including jib) - $1.50 extra Crane with 200 ft. boom (including jib) - $2.50 extraCrane with 250 ft. boom (including jib) - $5.00 extraCrane with 300 ft. boom (including jib) - $7.00 extra
All classifications that indicate a percentage of the fringe benefits must be calculated at the percentage rate times the "base hourly rate".
Apprentices duly registered under the Commissioner of Labor's regulations on "Work Training Standards for Apprenticeship and Training Programs" Section 31-51-d-1 to 12, are allowed to be paid the appropriate percentage of the prevailing journeymen hourly base and the full fringe benefit rate, providing the work site ratio shall not be less than one full-time journeyperson instructing and supervising the work of each apprentice in a specific trade.
Each contractor shall pay the annual adjusted prevailing wage rate that is in effect each July 1st, as posted by the Department of Labor.
It is the contractor's responsibility to obtain the annual adjusted prevailing wage rate increases directly from the Department of Labor's website. The annual adjustments will be posted on the Department of Labor's Web page:
www.ct.gov/dol. The Department of Labor will continue to issue the initial prevailing wage rate schedule
to the Contracting Agency for the project.
All subsequent annual adjustments will be posted on our Web Site for contractor access.
The Prevailing wage rates applicable to this project are subject to annual adjustments each July 1st for the duration of the project.
Crane with 400 ft. boom (including jib) - $10.00 extra
~~Connecticut General Statute Section 31-55a: Annual Adjustments to wage rates by contractors doing state work ~~
Contracting Agencies are under no obligation pursuant to State labor law to pay any increase due to the annual adjustment provision.
ALL Cranes: When crane operator is operating equipment that requires a fully licensed crane operator to operate he receives an extra $4.00 premium in addition to the hourly wage rate and benefit contributions:
1) Crane handling or erecting structural steel or stone; hoisting engineer (2 drums or over)
2) Cranes (100 ton rate capacity and over) Bauer Drill/Caisson
3) Cranes (under 100 ton rated capacity)
As of: Tuesday, June 05, 2018
Project: Hamilton Avenue School Courtyard Renovations
Please direct any questions which you may have pertaining to classification of work and payment of prevailing wages to the Wage and Workplace Standards Division, telephone (860)263-6790.
Effective October 1, 2005 - Public Act 05-50: any person performing the work of any mechanic, laborer, or worker shall be paid prevailing wage
All Person who perform work ON SITE must be paid prevailing wage for the appropriate mechanic, laborer, or worker classification.
All certified payrolls must list the hours worked and wages paid to All Persons who perform work ON SITE regardless of their ownership i.e.: (Owners, Corporate Officers, LLC Members, Independent Contractors, et. al)
Reporting and payment of wages is required regardless of any contractual relationship alleged to exist between the contractor and such person.
~~Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clause (29 CFR 5.5 (a) (1) (ii)).
As of: Tuesday, June 05, 2018
These documents have been preparedspecifically for this project. Reproduction orother use of these documents is prohibitedwithout the approval of the Architect.
COPYRIGHT 2018 BY:ANTINOZZI ASSOCIATES, P.C.271 Fairfield AvenueBridgeport, Connecticut 06604Tel: (203) 377-1300Fax: (203) 378-3002 www.antinozzi.com
CERTIFICATION:
DATE DESCRIPTION
REVISIONS:
DATE: JOB NUMBER:
DRAWING TITLE:
DRAWING NO.
SCALE: DRAWN BY: REVIEWED BY:
A N T I N O Z Z I A S S O C I A T E SA R C H I T E C T U R E I N T E R I O R S
HA
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SITE PLANS- SHEET INDEXNO. NAME TITLE
00 NL INDEX, NOTES AND LEGEND
01 1 OF 1 TOPOGRAPHIC SURVEY
02 EX EXISTING CONDITIONS AND REMOVALS
03 LA LAYOUT, MATERIALS, GRADING, UTILITIES AND LANDSCAPING
04 SD-1 SITE DETAILS
05 SD-2 SITE ELEVATIONS AND SECTIONS
GENERAL NOTES
1. TOPOGRAPHIC INFORMATION IS BASED UPON FIELD SURVEY CONDUCTED BY: MILONE AND
MACBROOM, INC., TAKEN FROM A MAP ENTITLED TOPOGRAPHIC SURVEY HAMILTON AVENUE SCHOOL
(COURTYARD) AT A SCALE OF 1"=10', DATED: MARCH 22, 2018
2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON
AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED
APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO
BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY
LOCATIONS THAT DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS
SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
3. MILONE & MACBROOM INC. ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA
WHICH HAVE BEEN SUPPLIED BY OTHERS.
4. ALL UTILITY SERVICES ARE TO BE UNDERGROUND. THE EXACT LOCATION AND SIZE OF ELECTRIC,
TELEPHONE, CABLE TELEVISION AND GAS ARE TO BE DETERMINED BY THE RESPECTIVE UTILITY
COMPANIES.
5. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
6. SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED
WITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND
MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND
EROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL, CONNECTICUT - 2002, AND IN ALL CASES BEST MANAGEMENT PRACTICES
SHALL PREVAIL.
7. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.
8. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE CITY OF GREENWICH
REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL
CONSTRUCTION, FORM 817 AND ADDENDUMS
9. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER
AUTHORITY, AND STATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND
LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR
COSTS INCURRED TO IMPLEMENT OR CORRECT WORK WHICH DOES N0T CONFORM TO LOCAL CODE.
10. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY
CONTAINER AND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING
NON-WORK HOURS.
11. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR
AND THE PERMITTEE.
12. THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE SILTATION
CONTROL UNTIL ALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL DISTURBED AREAS ARE
PERMANENTLY STABILIZED.
SIDEWALK
PROPOSEDEXISTING
CATCH BASIN
VALVE
CLEAN OUT
DOMESTIC WATER
UTILITY POLE
TRAFFIC SIGN
IRON PIPE
MONUMENT
GUARD RAIL
RETAINING WALL
ELECTRIC LINE
GAS MAIN
WATER MAIN
TREE/SHRUB
MINOR CONTOUR
SITE LIGHT
STONEWALL
HYDRANT
SPOT GRADE
MAJOR CONTOUR
LEGEND
PICKET FENCE
CHAIN LINK FENCE
MANHOLE/YARD DRAIN/
AREA DRAIN
SANITARY SEWER
WITH MANHOLE
STORM DRAIN WITH
CATCH BASIN
ELECTRIC, TELEPHONE,
CABLE
EDGE OF PAVEMENT
WITH CURB
V
CO
RL
ROOF LEADER
JJM RRC1"=20'
5058-11MAY 31, 2018
NL
INDEX, NOTES, ANDLEGEND
FF=123.09
FF=123.1
FF=126.0
1
5
"
T
r
e
e
T
r
a
f
f
i
c
B
o
x
Building O
verhang
CCB
T.G.=122.21
INV.=116.3(NE)
INV.=116.3(NW)
1
2
"
R
C
P
Approx. Underground
Drainage System
(See Note 4)
6" PVC
1
2
3
1
2
3
1
2
3
1
2
5
126
123
1
2
3
1
2
3
1
2
3
1
2
3
125.94
TR
127.51
TW
124.35
TW
122.90
BW
125.97
BW
125.95
BW
122.90
BW
126.01
124.41
124.41
BR
127.54
TW
124.33
TW
125.96
TS
123.33
BS
124.04
BS
125.95
TS
127.59
TW
122.80
BW
123.85
TS
123.85
TS
125.00
TW
125.00
TW
DMH
TF=122.29
INV.=117.97 (SW)
INV.=117.74 (N)
SUMP=116.64
CB
TF=122.2
INV.=118.9
CB
TF=122.2
INV.=118.95
DMH
TF=122.37
INV.=117.25 (N)
INV.=117.72 (NE)
INV.=117.25 (E)
INV.=117.72 (SE)
INV.=117.25 (SW)
INV.=119.22 (SW)
CB
TF=122.18
INV.=118.43 (W)
INV.=118.38 (N)
INV.=118.38 (E)
123.13
123.11
123.13
123.11
123.03
122.90
123.02
122.86
122.60
123.08
122.79
123.29
123.09
123.16
122.82
122.95
122.97
123.04
Existing
Playscape
Existing Swings
Approximate Top
Of Ramp
Existing Stone Wall.
Ht. Varies (Typ.)
Existing
Concrete
Walk
Existing Poured
In Place Rubber
Surface
Existing Belgian
Block Curb (Typ.)
Planting Bed With
Misc. Shrubs (Typ.)
Existing Hornbeam
(Typ.)
HAMILTON AVENUE
SCHOOL
Approximate Limit Of
Overhead Canopy
ST ROCH AVENUE
Existing
Concrete
Walk
1
5
"
T
r
e
e
T
r
a
f
f
i
c
B
o
x
6" PVC
1
2
3
1
2
3
1
2
3
1
2
5
126
123
1
2
3
1
2
3
1
2
3
1
2
3
Existing
Playscape
Existing Swings
EXISTING TREE TO
BE REMOVED (TYP.)
REMOVE STONE WALL,
CLEAN STONE OF
MORTAR AND STOCKPILE
STONE FOR REUSE (TYP.)
REMOVE AND DISPOSE
OF EXISTING CONCRETE
SIDEWALK (TYP.)
REMOVE MULCH
AND SOIL
BOLLARD LIGHTING
TO REMAIN (TYP.)
REMOVE AND
DISPOSE OF
EXISTING FIRE
TRUCK
REMOVE AND DISPOSE
OF EXISTING CONCRETE
STAIRS AND HANDRAILS
(TYP.)
REMOVE AND
DISPOSE
EXISTING TABLE
SAWCUT (TYP.)
EXISTING POURED IN
PLACE RUBBER SURFACE
TO REMAIN
REMOVE AND DISPOSE
OF EXISTING P.I.P.
RUBBER SURFACE
SAWCUT EXISTING
RUBBER SURFACE
R=15'
CONSTRUCTION ACCESS. PROTECT
ALL WALLS, CURBING, PAVEMENT
AND PLAY EQUIPMENT ALONG
CONSTRUCTION ACCESS ROUTE.
HAMILTON AVENUE
SCHOOL
A
A
A
A
A
A
A
A
APROTECT EXISTING
HANDRAIL (TYP.)
PROTECT EXISTING
SWINGS
PROTECT EXISTING
PLAYSCAPE
REMOVE AND DISPOSE
OF EXISTING CONCRETE
SIDEWALK (TYP.)
EXISTING CONDITIONS PLAN
REMOVALS PLAN
REMOVALS LEGEND
REMOVE AND DISPOSE OF CONCRETE SIDEWALK
REMOVE STONE WALL AND STOCKPILE STONES FOR
REUSE
REMOVE AND DISPOSE OF CONCRETE STAIRS AND
HANDRAILS
REMOVE AND DISPOSE OF P.I.P RUBBER SURFACE
REMOVE AND DISPOSE OF MULCH AND SOIL
CLEAR AND GRUB
REMOVE TREE
SAWCUT LIMITS
REMOVE AND DISPOSE OF MISCELLANEOUS
UPLIGHTING. ABANDON ELECTRICITY IN ACCORDANCE
WITH 2014 NATIONAL ELECTRICAL CODE
1. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE
INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE
CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT
DO NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE
ATTENTION OF THE ENGINEER FOR RESOLUTION.
2. INFORMATION SHOWN ON THIS DRAWING IS TO BE USED FOR REFERENCE ONLY. THE LOCATION, SIZE AND ELEVATIONS OF
UTILITIES AND STRUCTURES AND THE NATURE OF THEIR CONTENTS SHALL BE CONFIRMED IN THE FIELD PRIOR TO DEMOLITION.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO DEMOLITION.
3. THE INTENT OF THIS DRAWING IS TO IDENTIFY SPECIFIC DEMOLITIONS. HOWEVER, THE GRAPHIC LEGEND MAY NOT BE A
COMPREHENSIVE LIST OF ALL SITE REMOVALS.
4. ALL UNDERGROUND UTILITIES NOT SHOWN TO BE REMOVED SHALL HAVE SERVICE MAINTAINED AND SHALL BE PROTECTED DURING
CONSTRUCTION.
5. CONTRACTOR IS RESPONSIBLE TO OBTAIN PERMITS REQUIRED AND COMPLY WITH ALL REGULATIONS IN THE DEMOLITION AND
REMOVAL OF THE DESIGNATED STRUCTURES.
6. INSTALL ALL SEDIMENT AND EROSION CONTROLS PRIOR TO BEGINNING DEMOLITION WORK.
7. ANY MATERIALS DEEMED UNSUITABLE BY THE ENGINEER SHALL BE DISPOSED OF OFF-SITE IN CONFORMANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS.
8. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES ASSOCIATED WITH THE HANDLING AND DISPOSAL OF ALL MATERIALS.
REMOVALS NOTES:
A
JJM RRC1"=10'
5058-11MAY 31, 2018
EX
EXISTING CONDITIONSAND REMOVALS
These documents have been preparedspecifically for this project. Reproduction orother use of these documents is prohibitedwithout the approval of the Architect.
COPYRIGHT 2018 BY:ANTINOZZI ASSOCIATES, P.C.271 Fairfield AvenueBridgeport, Connecticut 06604Tel: (203) 377-1300Fax: (203) 378-3002 www.antinozzi.com
CERTIFICATION:
DATE DESCRIPTION
REVISIONS:
DATE: JOB NUMBER:
DRAWING TITLE:
DRAWING NO.
SCALE: DRAWN BY: REVIEWED BY:
A N T I N O Z Z I A S S O C I A T E SA R C H I T E C T U R E I N T E R I O R S
HA
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PC
PC
PC
PC
6
PH
6
PH
6
PH
6
PH
30
HA
42
HA
39
PT
40
LB
40
LB
30
PT
34
CI
32
HA
34
CI
3
SD-1
GROUNDCOVER PLANTING
4
SD-1
TREE PLANTING
5
SD-1
SHRUB PLANTING
PLAY STRUCTURE AS MANUFACTURED BY
GAMETIME OR APPROVED EQUIVALENT
MODEL: COGHILL (11892)
AGE: 2 TO 5 YEARS
FALL HEIGHT: 4'
COLOR: PRIMARY TO MATCH EXISTING
LOCATION OF FOOTINGS MUST NOT
CONFLICT WITH UNDERGROUND
STORMWATER SYSTEM
7
SD-1
PLAYGROUND COMPONENT POST
FOOTING @ P.I.P. SURFACE
TREES QTY BOTANICAL NAME COMMON NAME SIZE CONT. COMMENTS
PC 4 Pyrus calleryana `Cleveland Select` Cleveland Select Pear 3.0" Cal. B&B 6` MIN BRANCHING HEIGHT, SPECIMEN QUALITY
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONT. COMMENTS
CI 68 Carex x `Ice Dance` Ice Dance Sedge #3 FULL & DENSE
HA 117 Hakonechloa macra `All Gold` Japanese Forest Grass #1 FULL & DENSE
LB 80 Liriope muscari `Big Blue` Big Blue Lilyturf #1
PT 69 Pachysandra terminalis Japanese Spurge #1
PH 24 Pennisetum alopecuroides `Hameln` Hameln Dwarf Fountain Grass #3 FULL & DENSE
OVERALL SITE PLANT SCHEDULE
FF=123.09
6" PVC
1
2
3
1
2
3
1
2
3
1
2
5
126
123
1
2
3
1
2
3
1
2
3
1
2
3
123.11
123.03
122.97
123.04
Existing
Playscape
APPROXIMATE BEGINNING
OF EXISTING RAMP
PROTECT EXISTING
CURBING
LOW OVERHEAD
CLEARANCE ±8'-0"
123.07
123.07
123.07
1
2
3
TF 122.97
TF 122.97
1
2
3
.
0
3
B
L
CO
±3'
±3'
24" HT. STEEL PICKET
FENCE
R=
15
'
2
SD-1
P.I.P. PLAYGROUND SURFACE
3
SD-2
PLATE AT RETURN POST
3
SD-2
PLATE AT RETURN POST
4
SD-2
PLATE AT LINE POST
Existing Swings
6
SD-1
PLANTING BED
5
SD-2
STONE WALL-
SECTION
1
SD-1
CONCRETE SIDEWALK
2
SD-2
STONE WALL- ELEVATION
MATCH LINE AND GRADE
OF EXISTING WALK
REPAIR P.I.P.
RUBBER PLAY
SURFACE
(APPROXIMATE
AREA). ABANDON
PLAY COMPONENT
FOOTINGS IN PLACE
MATCH EXISTING
GRADES IN ALL
PLANT BEDS
MATCH LINE AND GRADE OF
EXISTING P.I.P. RUBBER PLAY
SURFACE
MATCH LINE AND GRADE
OF EXISTING WALK
TRENCH DRAIN MODEL: KLASSIK DRAIN K-100
GALVANIZED STEEL EDGE RAIL DRAIN SYSTEM
MANUFACTURED BY: ACO DRAIN
CONTACT: CHARLES REBER 440.639.7231
IN-LINE CATCH BASIN MODEL: K1-901G
MANUFACTURED BY: ACO DRAIN
CONTACT: CHARLES REBER 440.639.7231
TRENCH DRAIN GRATE MODEL: ARGO 5"x20"
MANUFACTURED BY: IRON AGE GRATES
FINISH: RAW
CONTACT: STEPHAN JOHNSON 401.884.7026
1
0
'
8
SD-1
COLLECTOR PIPE
CLEANOUT TO GRADE
9
SD-1
TRENCH DRAIN-
SECTION VIEW
PROTECT EXISTING
PLAY SURFACING. IF
DAMAGED REMOVE
AND REPLACE
CONSTRUCTION
ENTRANCE (TYP.)
SITE PLAN- LANDSCAPINGSITE PLAN- LAYOUT, MATERIALS, GRADING, AND UTILITIES
LAYOUT NOTES
1. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
2. PLAYGROUND EQUIPMENT SHOWN IS FOR REFERENCE PURPOSES ONLY.
EXACT LAYOUT OF PLAYGROUND EQUIPMENT TO BE COORDINATED WITH
THE PLAYGROUND EQUIPMENT MANUFACTURER. PROVIDE SHOP
DRAWINGS FOR REVIEW.
LEGEND
POURED IN PLACE PLAYGROUND SURFACE
CONCRETE SIDEWALK
MASONRY STONE WALL
PLANTING BED
GRADING NOTES
1. SEE SHEET SD-2 FOR SPOT ELEVATIONS.
2. THE PLAYGROUND SHALL HAVE SLOPES LESS THAN 2%
OR LESS IN ALL DIRECTIONS.
3. IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS
AND CURBING WILL BE TIED INTO EXISTING
ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR
SHALL MATCH THE LINE AND GRADE OF THE EXISTING
SITE.
4. MANUFACTURER IS RESPONSIBLE FOR PROVIDING
EQUIPMENTS THAT MEETS ALL ACCESSIBILITY
REQUIREMENTS FOR PLAYGROUND COMPONENTS.
These documents have been preparedspecifically for this project. Reproduction orother use of these documents is prohibitedwithout the approval of the Architect.
COPYRIGHT 2018 BY:ANTINOZZI ASSOCIATES, P.C.271 Fairfield AvenueBridgeport, Connecticut 06604Tel: (203) 377-1300Fax: (203) 378-3002 www.antinozzi.com
CERTIFICATION:
DATE DESCRIPTION
REVISIONS:
DATE: JOB NUMBER:
DRAWING TITLE:
DRAWING NO.
SCALE: DRAWN BY: REVIEWED BY:
A N T I N O Z Z I A S S O C I A T E SA R C H I T E C T U R E I N T E R I O R S
HA
MIL
TON
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4 H
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JJM RRC1"=10'
5058-11MAY 31, 2018
LA
SITE PLAN- LAYOUT,MATERIALS, GRADING,
UTILITIES ANDLANDSCAPING
PLANTING NOTES
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.
2. ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF
TOPSOIL.
3. THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF
SHREDDED BARK MULCH OVER ALL PLANTING BEDS AND TREE
PLANTINGS. MULCHED PLANT BEDS SHALL EXTEND 12" FURTHER
THAN THE ADJACENT PLANTINGS. NO DYED MULCH.
4. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL
BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTER PLANTING.
5. PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY AT
TIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARE
SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE
ARCHITECT.
6. ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A
PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TO
INCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENT
OF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BY
THE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OF
THE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANT
LIST.
7. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND
SHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPE
ARCHITECT AT THE END OF THE WARRANTY PERIOD.
MAINTENANCE SHALL INCLUDE WATERING, MULCHING,
TIGHTENING & REPLACING OF GUYS, REPLACEMENT OF SICK OR
DEAD PLANTS, RESETTING PLANTS TO PROPER GRADE OR
UPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, AND
ALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.
CONTRACTOR TO SUBMIT MAINTENANCE PLAN AND SCHEDULE
PRIOR TO PLANT INSTALLATION.
8. CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWING
SEASON.
9. TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOT
ZONES DURING CONSTRUCTION AS SHOWN ON PLANS.
PLAYGROUND EQUIPMENT NOTES
FOR AGES 2-5 :
1. SEE SHEET SD-1
CONCRETE SIDEWALK
N.T.S.
5"
8"
NOTE:
1. EXPANSION JOINTS 20' O.C. MAX.
2. SCORE JOINTS 5' O.C. TYP (OR AS SHOWN ON PLANS)
STIFF BROOM FINISH
PERPENDICULAR TO PATH
OF TRAVEL
POLYETHYLENE FILLER
EXPANSION JOINT - - 3/8" WIDE
X 1/2" DEEP GROOVE WITH
JOINT SEALER
SCORE JOINT - 3/8" WIDE X
1/2" DEEP GROOVE
PROCESSED AGGREGATE BASE
COMPACTED SUBGRADE
CONCRETE, CLASS "F", 5%-7%
AIR ENTRAINMENT AND 6x6
W1.4xW1.4 W.W.F.
2
1 2
"
1
P-SC-5058.11-05
NOTES:
1. CRUSHED STONE BASE TO SATISFY SIEVE REQUIREMENTS
AND SPECIFICATIONS SET FORTH BY SURFACE AMERICA OR
APPROVED SURFACE MANUFACTURER EQUIVALENT .
2. CONTRACTOR TO VERIFY ALL FINISHED GRADES AND
DRAINAGE INVERTS PRIOR TO INSTALLATION. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
THE PROJECT MANAGER AND ENGINEER IMMEDIATELY.
6"
MIN
.
3"
COMPACTED SUBGRADE
CRUSHED STONE BASE
POURED-IN-PLACE
PLAYGROUND SURFACE
P.I.P. PLAYGROUND SURFACE
NOT TO SCALE
PITCH SUBGRADE IN DIRECTION OF
EXISTING PERFORATED GALLERIES
P-SC-5058.11-50
2
NOTES:
1. SUPPORT POSTS SHALL BE REMOVED BY
THE CONTRACTOR ONE YEAR AFTER
INSTALLATION
2. WHERE TREES ARE PLANTED IN
COMPACTED SOILS CONTRACTOR TO
INSURE PLANT PIT DRAINS 1.5"/ HOUR
3. DO NOT COVER TREE TRUNK WITH MULCH
8'
DRIVE SUPPORT POST AT
ANGLE AND DRAW VERTICAL
ROOTFLARE
4" DEPTH OF MULCH
EDGE OF MULCH AS PER PLANS
OR TO DRIPLINE OF TREE
SLOPE SIDES AND DECOMPACT SOIL
BACKFILL WITH PLANTING SOIL
HAND COMPACT BACKFILL TO ACHIEVE
PROPER PLANTING DEPTH
REMOVE TOP PORTION OF BURLAP
ONLY AND BEND BACK WIRE BASKET
FINISHED GRADE
PROVIDE 2" HIGH EARTHEN SAUCER AT
EDGE OF TREE PIT
TREE PIT =
ROOTBALL DIAMETER X 2
SECTION
PLAN
TREE PIT = ROOTBALL DIAMETER X 2
LIMIT OF ROOTBALL
NYLON STRAPS
DOUBLE STRAND NO. 12 GAUGE
GALVANIZED WIRE TWISTED.
DO NOT OVERTIGHTEN WIRE
LIMIT OF MULCH RING =
TREE PIT RADIUS + 1'-6"
1
'
-
6
"
1'-6"
3'-6"
TREE PLANTING
NOT TO SCALEP-SC-5058.11-03
4
4.33' O.C.
SPACING
GROUND COVER SPACING TABLE
SECTION
PLAN
5' O.C.
SPACING
"A"
PLANTROW
"B"
SUB GRADE.
PLANTING SOIL MIX,
PREPARE BED AS SPECIFIED.
2" MULCH INSTALLED
BEFORE PLANTING.
FINISH GRADE.
GROUND COVER PLANTS.
NOTES:
1. ALL GROUND COVER TO BE PLANTED IN TRIANGULAR PATTERN.
SEE DETAIL PLAN AND GROUND COVER SPACING TABLE.
A
A
B
A
GROUNDCOVER PLANTING
NOT TO SCALE
3
P-SC-5058.11-07
NOTE:
MULCHING OF PLANT BEDS:
UNLESS OTHERWISE
DIRECTED SHREDDED
MULCH SHALL BE PLACED TO
A LIMIT OF TWO FEET
BEYOND THE CENTER OF THE
OUTERMOST SHRUBS IN
SHRUB BED.
PLANTING SOIL MIX
WATER AND TAMP TO
REMOVE AIR POCKETS
MAINTAIN SAUCER ON
LOWER SIDES OF PLANT
TO RETAIN WATER
4" MULCH
FINISHED GRADE
COMPACT SUBGRADE
PLANTING PIT = ROOTBALL DIAMTER X2
SHRUB PLANTING
NOT TO SCALE
5
P-SC-5058.11-40
4"
LOOSENED
SUBGRADE
SUBGRADE
MULCH- AS
SPECIFIED
12"
2'-4"
12"
2'
SCREENED
TOPSOIL- AS
SPECIFIED
PLANTING BED
NOT TO SCALE
6
P-SC-5058.11-41
These documents have been preparedspecifically for this project. Reproduction orother use of these documents is prohibitedwithout the approval of the Architect.
COPYRIGHT 2018 BY:ANTINOZZI ASSOCIATES, P.C.271 Fairfield AvenueBridgeport, Connecticut 06604Tel: (203) 377-1300Fax: (203) 378-3002 www.antinozzi.com
CERTIFICATION:
DATE DESCRIPTION
REVISIONS:
DATE: JOB NUMBER:
DRAWING TITLE:
DRAWING NO.
SCALE: DRAWN BY: REVIEWED BY:
A N T I N O Z Z I A S S O C I A T E SA R C H I T E C T U R E I N T E R I O R S
HA
MIL
TON
AVE
NU
E SC
HO
OL
CO
URT
YARD
REN
OVA
TIO
NS
18
4 H
AM
ILTO
N A
VEN
UE
GRE
ENW
ICH
, CO
NN
ECTI
CU
T
GR
EE
NW
ICH
PU
BL
ICS
CH
OO
LS
JJM RRC1"=10'
5058-11MAY 31, 2018
SD-1
SITE DETAILS
PLAYGROUND
COMPONENT
POST
COMPACTED
SUBGRADE, TYP.
CONCRETE FOOTING
3000PSI CLASS C
FINISHED GRADE
42"
P.I.P. PLAYGROUND
SURFACE
8"
PER MANUFACTURER'S
RECOMMENDATION
9"
34"
NOT TO SCALE
PLAYGROUND COMPONENT POST FOOTING
@ P.I.P. PLAYGROUND SURFACE
7
P-SC-5058.11-04
1. THE PLAY COMPONENTS IDENTIFIED ON THESE PLANS SHALL BE IPEMA CERTIFIED. THE USE AND LAYOUT OF THE
COMPONENTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1487, AND COMPLY WITH ALL APPLICABLE CPSC, ADA, AND
ASTM STANDARDS.
2. THERE SHALL BE NO SHARP POINTS, CORNERS, OR EDGES ON ANY COMPONENTS OF THE PLAYGROUND EQUIPMENT THAT
COULD CUT OR PUNCTURE CHILDREN'S SKIN. THE EXPOSED OPEN ENDS OF ALL TUBING NOT RESTING ON THE GROUND OR
OTHERWISE COVERED SHALL BE COVERED BY CAPS OR PLUGS THAT CANNOT BE REMOVED WITHOUT THE USE OF TOOLS. ALL
METAL EDGES SHALL BE ROLLED OR HAVE ROUNDED CAPPING. THERE SHALL BE NO SHARP EDGES ON SLIDES.
3. THERE SHALL BE NO PROTRUSIONS OR PROJECTIONS ON THE PLAYGROUND EQUIPMENT THAT COULD BE CAPABLE OF
ENTANGLING CHILDREN'S CLOTHING.
4. THERE SHALL BE NO ACCESSIBLE PINCH, CRUSH OR SHEARING POINTS ON THE PLAYGROUND EQUIPMENT THAT COULD CAUSE
INJURY OR CATCH CHILDREN'S CLOTHING.
5. PLAYGROUND EQUIPMENT SHALL BE DESIGNED AND CONSTRUCTED SO THAT ACCESSIBLE OPENINGS IN PLAY EQUIPMENT AND
STRUCTURES CAN NOT PASS A SPHERE RANGING IN SIZE FROM 3.5" TO 9" IN DIAMETER.
6. THE DIAMETER OR WIDTH OF HANDRAILS SHALL BE 0.95 INCHES MINIMUM TO 1.55 INCHES MAXIMUM. THE TOP OF
HANDRAILS GRIPPING SURFACE SHALL BE 22 INCHES MINIMUM AND 38 INCHES MAXIMUM HIGH ABOVE THE GROUND SURFACE.
7. THE DIMENSIONS FOR ACCESS SLOPE, TREAD, OR RUNG WIDTH, TREAD DEPTH, RUNG DIAMETER, AND VERTICAL RISE FOR
PLUG LADDERS, STEPLADDERS, STAIRWAYS, AND RAMPS SHALL COMPLY WITH TABLE 2 (ASTM F-1487)
8. ALL GROUND LEVEL PLAY COMPONENTS SHALL COMPLY WITH THE REACH RANGE SPECIFIED IN THE 2010 ADA STANDARDS
FOR ACCESSIBLE DESIGN (TABLE 1008.4.2).
9. THE PLAYGROUND SAFETY SURFACING SHALL BE STABLE, FIRM, SLIP-RESISTANT, AND SHALL MEET OR EXCEED U.S.
CONSUMER PRODUCT SAFETY COMMISSION GUIDELINES FOR CRITICAL HEIGHT BASED ON ASTM F-1292 IMPACT ATTENUATION
TESTING FOR THE FALL HEIGHTS REQUIRED BY THE PLAY COMPONENTS INCLUDED IN THE DESIGN. THE CURRENT DESIGN, PER
THE MANUFACTURER OF THE PLAY EQUIPMENT , CALLS FOR MEETING A FALL HEIGHT OF 48". THE CONTRACTOR SHALL CONFIRM
THE FINAL MAXIMUM FALL HEIGHT REQUIREMENTS AND APPROPRIATE SURFACING THICKNESS WITH THE PLAYSCAPE
MANUFACTURER PRIOR TO CONSTRUCTION. FOR LOOSE FILL SURFACING MATERIALS, THE INITIAL FILL SHALL BE 25% GREATER
THAN WHAT IS REQUIRED FOR THE SPECIFIED MAXIMUM FALL HEIGHT, TO ACCOMMODATE COMPACTION/WEATHERING.
SURFACING MATERIALS SHALL ALSO COMPLY WITH ASTM F-1951.
10. PLAYGROUND SURFACE SLOPES SHALL NOT EXCEED 2% (1:48) IN ANY DIRECTION.
11. AFTER ASSEMBLY AND BEFORE IT'S USE, EQUIPMENT MUST BE THOROUGHLY INSPECTED BY AN INSPECTOR, HIRED BY THE
OWNER. THE INSPECTOR MUST BE A PLAYGROUND INSPECTOR CERTIFIED BY THE NATIONAL PLAYGROUND SAFETY INSTITUTE
AND THE NATIONAL RECREATION AND PARK ASSOCIATION.
12. ALL ACCESSIBLE ROUTES SLOPES SHALL BE 1:20 (5%) OR LESS, AND THE CROSS-SLOPES SHALL NOT EXCEED 1:50 (2%).
SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS A RAMP OR A LIFT IS PROVIDED. CHANGES IN LEVEL
1
4
" MAXIMUM SHALL BE
PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN
1
4
" HIGH MINIMUM AND
1
2
" HIGH MAXIMUM SHALL BEE BEVELED WITH
A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL SHALL NOT EXCEED
1
2
"
13. THE MINIMUM WIDTH OF THE ACCESSIBLE ROUTE AT GROUND LEVEL SHALL BE 60 INCHES MINIMUM. THE MINIMUM WIDTH
OF THE ACCESSIBLE ROUTE CONNECTING ELEVATED PLAY COMPONENTS SHALL BE 36 INCHES MINIMUM AND 24 INCHES
MINIMUM FOR TRANSFER SYSTEMS CONNECTING ELEVATED PLAY COMPONENTS.
14. THE SLIDE EXIT REGION SHALL BE AT LEAST 11 INCHES LONG. THE SLIDE EXIT REGION SHALL BE NO MORE THAN 11 INCHES
ABOVE THE PROTECTIVE SURFACING IF THE SLIDE IS NO MORE THAN 4 FEET HIGH. THE SLIDE EXIT REGION SHALL BE BETWEEN
7 INCHES AND 15 INCHES ABOVE THE PROTECTIVE SURFACING IF THE SLIDE IS OVER 4 FEET HIGH. THE SLOPE OF THE EXIT
REGION SHALL BE BETWEEN 0 AND -4 DEGREES AS MEASURED FROM A PLANE PARALLEL TO THE UNDERLYING SURFACE.
PLAYGROUND EQUIPMENT NOTES FOR AGES 2-5 :
COLLECTOR PIPE CLEANOUT TO GRADE
NOT TO SCALE
6" WYE
CONNECTION
6" PVC PIPE
2' MIN. COVER OVER PIPE
FINISHED GRADE
NOTE:
SEE DRAINAGE PLAN
FOR APPROPRIATE
FITTINGS
FLOW
FLOW
PIPE AS SPECIFIED
-SEE PLAN
REMOVABLE CAP
-FLUSH WITH GRADE
8
P-SC-5058.11-97
TRENCH DRAIN- SEE SHEET LA FOR
MANUFACTURER INFO.
TRENCH DRAIN- SECTION VIEW
NOT TO SCALE
CONCRETE
4"
10"
4" 6" 4"
CONCRETE WALK-SEE
DETAIL THIS SHEET
CONCRETE WALK-SEE
DETAIL THIS SHEET
1.5%1.5%
EXPANSION JOINT
P-SC-5058.11-35
9