ADDENDUM NO. 1 JUNE 12, 2018 COURTYARD RENOVATIONS ... · GREENWICH PUBLIC SHCOOLS COURTYARD...

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 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


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



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



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



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



----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



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



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



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



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



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



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



28) Material Men, Tractor Trailer Drivers, Equipment Operators 35.04 6.5% + 10.45



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)



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)).


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

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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


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


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



CERTIFICATION:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.



HA

MIL

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18

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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.



CERTIFICATION:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.



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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



CERTIFICATION:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.



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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

ADDENDUM NO. 1 JUNE 12, 2018 COURTYARD RENOVATIONS ... · GREENWICH PUBLIC SHCOOLS COURTYARD...

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Transcript of ADDENDUM NO. 1 JUNE 12, 2018 COURTYARD RENOVATIONS ... · GREENWICH PUBLIC SHCOOLS COURTYARD...