NORTH - Arlington Ma

LOCATION MAP

100% BID DOCUMENTS

4-24-2020

LUSSIANO/ NORTH UNION

PLAYGROUND

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4.24.20

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NORTH

DRAWING INDEX

L-0 COVER SHEET

L-1 LEGENDS, NOTES & ABBREVIATIONS

L-2 EXISTING CONDITIONS PLAN

L-3 SITE PREPARATION PLAN

L-4 MATERIALS PLAN

L-5 LAYOUT PLAN

L-6 GRADING PLAN

L-7 PLANTING PLAN

L-8 SITE DETAILS

L-9 SITE DETAILS

L-10 SITE DETAILS

SU-1 SITE UTILITIES

PREPARED BY:

LANDSCAPE ARCHITECT

SITE

60 NORTH UNION ST.

ARLINGTON, MA 02474

RAY DUNETZ

LANDSCAPE

ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

617-524-6265 T

SD

LEGENDS, NOTES AND

ABBREVIATIONS


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

DRAWING TITLE

CONTRACT

NO.

DATE

DRAWN

CKD

SHEET NO.SCALE

4.24.20

DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN

RAY DUNETZ LANDSCAPE

ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD

4-24-2020 100% BID DOCUMENTS

NEW TREE

7

+17.10

+17.10

4.8 %

EXISTING CONTOUR

NEW CONTOUR

NEW SPOT GRADE

DIRECTION OF SLOPE

AND PERCENTAGE

EX. SPOT GRADE

REMOVE EX. RUBBER SURFACE

REMOVE EX. BIT. CONC. PAVEMENT

6' HT. CLF CONSTRUCTION FENCE

PLANTING LEGEND

LAYOUT & MATERIALS LEGEND

NEW RESILIENT RUBBER SURFACE

NEW BIT. CONC. PAVING

GRADING LEGEND

NEW TIMBER GUARDRAIL, BY OTHERS

LEGEND

@

&

B&B

BLDG.

B.C.

B.O.F.

BW

B/S

BS

B/W

BIT. CONC.

CAL.

C.I.P.

CB

CIR.

CLF

CLR.

CNTL.

COMP.

CONC.

CONT.

CW

DIA.Ø

DIM.

DIMEN.

E.F.

EJ

EA.

EL.

ELEC.

ELEV.

EQ.

EX

FG

FIN. GR.

FTG.

FTN.

H.D. GALV.

HP

AT

AND

ANGLE

BALLED AND BURLAPPED

BOTTOM OF CURB

BUILDING

BOTTOM OF FOOTING

BOTTOM OF WALL

BOTH SIDES

BOTTOM OF STEP

BOTH WAYS

BITUMINOUS CONCRETE

CALIPER

CAST IN PLACE

CATCH BASIN

CIRCLE

CHAIN LINK FENCE

CLEAR

CONTROL

COMPACTED

CONCRETE

CONTINUOUS

COLD WATER

DIMENSION

DIMENSION

EACH FACE

EXPANSION JOINT

EACH

ELEVATION

ELECTRICAL LINE

ELEVATION

EQUAL

EXISTING

FINISH GRADE

FINISH GRADE

FOOTING

FOUNTAIN

HOT DIP GALVANIZED

HIGH POINT

HORIZ.

HR

HT.

I.D.

INV.

JT.

L

L.P.

LP

MAX.

MH

MIN

NTS

O.C.

O.D.

OPP.

%

PERF.

PLTG.

PVG.

PVMT.

R

RP

REINF.

REQ.

SIM.

SPRD.

S.S.

T

TC

T.O.B.

T.O.F.

TS

TW

TYP.

VERT.

W

W/

W/G

HORIZONTAL

HANDRAIL

HEIGHT

INSIDE DIAMETER

INVERT ELEVATION

JOINT

LENGTH

LIGHT POLE

LOW POINT

MAXIMUM

MANHOLE

MINIMUM

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPPOSITE

PERCENT

PERFORATED

PLANTING

PAVING

PAVEMENT

RADIUS

RADIUS POINT

REINFORCEMENT

REQUIRED

SIMILAR

SPREAD

STAINLESS STEEL

TANGENT

TOP OF CURB

TOP OF BENCH

TOP OF FOOTING

TOP OF STEP

TOP OF WALL

TYPICAL

VERTICAL

WATER LINE

WITH

WATER GATE

NO. NUMBER

LOW APPROXIMATE LIMIT OF WORK

FDN. FOUNDATION

OWH OVERHEAD WIRES

LIST OF ABBREVIATIONS

NIC NOT IN CONTRACT

APPROX APPROXIMATE

UP UTILITY POLE

BF BOTTOM OF FENCE

SC SAWCUT

TF TOP OF FENCE

10' ARC LENGTH

TH THRESHOLD

C CENTERLINE

L

P.O.B. PLACE OF BEGINNING

REMOVE EX. TIMBER OR RUBBER EDGE

TREE PROTECTION NOTES:

1. THE PURPOSE OF TREE PROTECTION IS TO PROTECT THE ROOTS OF TREES ON THIS PROPERTY AND

NEIGHBORING PROPERTIES. TREE ROOTS ARE EASILY DAMAGED BY SOIL COMPACTION, PROLONGED

COVERING OF SOIL, AND EXPOSURE TO WASTE MATERIALS.

2. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH CONTRACTOR WORKING AT

THE SITE UNDERSTANDS AND COMPLIES WITH THE TREE PROTECTION PLAN.

3. DURING EXCAVATION, CUT ROOTS AT EDGE OF EXCAVATION USING SHARP HAND TOOLS FOR A CLEAN

CUT.

4. DO NOT DISPOSE OF WASTE SOLIDS AND WATER, OR WASH EQUIPMENT AND VEHICLES ANYWHERE ON

SITE.

5. TREE ROOTS EXTEND BEYOND THE TREE'S CANOPY. EVEN INCONSPICUOUS DAMAGES MAY WEAKEN OR

KILL A TREE.

SITE PREPARATION NOTES

1. CONTRACTOR SHALL CALL DIG-SAFE [888-DIG-SAFE] AND VERIFY LOCATION OF EXISTING UTILITIES &

BELOW-GRADE STRUCTURES INSIDE LIMIT OF WORK PRIOR TO STARTING CONSTRUCTION.

2. CONTRACTOR SHALL COMPLETE ALL DEMOLITION & REMOVALS REQUIRED TO COMPLETE THE INTENT OF

THE PROPOSED WORK.

3. ALL MATERIALS REMOVED IN THE COURSE OF THIS WORK SHALL BE DISPOSED OF OFF-SITE PROPERLY &

IN ACCORDANCE WITH ALL LOCAL & STATE REGULATIONS.

4. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING PAVING & OTHER ITEMS OUTSIDE THE LIMIT

OF WORK.

5. CONTRACTOR SHALL ENSURE THE SITE REMAINS SECURE DURING CONSTRUCTION.

6. THE CONTRACTOR SHALL PROTECT ALL UTILITIES & BELOW GRADE STRUCTURES PRIOR TO START OF

CONSTRUCTION.

7. ITEMS TO BE SALVAGED SHALL BE REMOVED OFF-SITE BY THE CONTRACTOR TO A SECURE LOCATION.

8. MAINTAIN PEDESTRIAN SAFETY, INCLUDING SECURING THE SITE.

9. CONTRACTOR TO PROVIDE ACCESS PLAN PRIOR TO CONSTRUCTION FOR APPROVAL BY OWNER'S

REPRESENTATIVE.

10. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE DURING CONSTRUCTION.

LAYOUT AND MATERIALS NOTES:

1. CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS PRIOR TO START OF CONSTRUCTION

& SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.

2. CAD FILES WILL BE MADE AVAILABLE TO CONTRACTOR FOR LAYOUT OF PLAYGROUND.

3. CONCRETE PADS ARE PART OF THE BASE BID.

4. CONTRACTOR SHALL PICK UP PLAY EQUIPMENT AND SITE FURNITURE FROM TOWN YARD, AND INSTALL.

GRADING NOTES:

1. GRADE AREAS TO A SMOOTH UNIFORM SURFACE, FREE FROM IRREGULAR CHANGES. COMPLY WITH

COMPACTION REQUIREMENTS & GRADE TO CROSS SECTIONS, SLOPES & ELEVATIONS INDICATED.

2. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING ADJACENT GRADES & NEW GRADES.

3. CROSS PITCH ON WALKS: 2% MAXIMUM, 1.5% MINIMUM. LONGITUDINAL SLOPE ON WALKS: 4.75% MAXIMUM.

4. CONTRACTOR SHALL VERIFY ALL NEW & EXISTING GRADES PRIOR TO CONSTRUCTION.

PLANTING NOTES:

1. ALL NEW TREES SHALL BE MULCHED WITH SAUCERS OF 2" MIN. DEPTH OF MULCH.

2. SEED ALL DISTURBED AREAS.

3. TREES TO BE PROVIDED BY THE TOWN AND CONTRACTOR SHALL INSTALL AS PART OF BASE BID.

REMOVE EX. TREE

NEW SEEDED LAWN

APPROX. LIMIT OF WORK

LOW

REMOVE EX. LAWN

NEW WOOD FIBER SURFACE

NEW RESILIENT RUBBER TILES

REMOVE EX. SHRUBS

1

INSTALL (5) 6' BENCHES AND (2) 8' BENCHES (PROVIDED BY TOWN)

2

INSTALL NEW PICNIC TABLES (PROVIDED BY TOWN).

3INSTALL NEW TRASH RECEPTACLE (PROVIDED BY TOWN).

4 INSTALL NEW SAND BOX AND PLAYGROUND SAND.

5

INSTALL LOG CLIMBER PLAY EQUIPMENT (PROVIDED BY TOWN).

6 INSTALL NEW WATER LINE AND WATER SPIGOT

7

INSTALL BOULDERS (PROVIDED BY TOWN).

8

NEW FENCE (AT SANITARY STATION).

9

INSTALL BIKE RACKS (PROVIDED BY TOWN).

ADD ALTERNATES

NEW WATER LINE

L-1

DIAMETER

TREE PROTECTION FENCE

EXISTING CONDITIONS

PLAN


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

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AS SHOWN

SD


GRAPHIC SCALE IN FEET

0 10' 20' 40'

FELDMAN. LAND SURVEYOR

152 HAMPDEN STREET

BOSTON, MA 02119

T: 617-357-9740

L-2

SITE PREPARATION PLAN


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

DRAWING TITLE

CONTRACT

NO.

DATE

DRAWN

CKD

SHEET NO.SCALE

4.24.20

DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


SITE PREPARATION PLAN

SCALE: 1" = 10'-0"

1


0 10' 20' 40'

NOTE

1. SEE L-1 FOR NOTES, LEGENDS AND

ABBREVIATIONS.

L-3

MATERIALS PLAN


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

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DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


MATERIALS PLAN

SCALE: 1" = 10'-0"

1


0 10' 20' 40'

NOTE


ABBREVIATIONS.

PLAY EQUIPMENT

SYMBOL NAME

A ALTERNATE #5 LOG CLIMBER

B SWING WITH 8 BELT SEATS

C SWING WITH 1 ADAPTIVE SEAT AND 2 BUCKET SEATS

D 2-5 CLIMBER

E WHEELCHAIR CAROUSEL

F 5-12 CLIMBER

G BASKET SWING

L-4

LAYOUT PLAN


PLAYGROUND

ARLINGTON, MA

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DATE

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DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


LAYOUT - PLAN

SCALE: 1" = 10'-0"

1


0 10' 20' 40'

NOTE


ABBREVIATIONS.

L-5

GRADING PLAN


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

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CONTRACT

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DATE

DRAWN

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REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


GRADING PLAN

SCALE: 1" = 10'-0"

1


0 10' 20' 40'

NOTE


ABBREVIATIONS.

L-6

PLANTING PLAN


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

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CONTRACT

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DATE

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CKD

SHEET NO.SCALE

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DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


PLANTING PLAN

SCALE: 1" = 10'-0"

1


0 10' 20' 40'

NOTE


ABBREVIATIONS.

PLANT LIST (SUPPLIED BY TOWN)

KEY QTY BOTANICAL NAME COMMON NAME MIN SIZE REMARKS

TREES

BN 2 BETULA NIGRA 'DURA-HEAT' RIVER BIRCH 12' HT MULTI/B&B

CC 1 CORYLUS COLURNA TURKISH FILBERT 3" CAL B&B

LT 3 LIRIODENDRON TULIPIFERA 'EMERALD CITY' TULIPTREE 3" CAL B&B

UA 3 ULMUS AMERICANA 'JEFFERSON' AMERICAN ELM 3" CAL B&B

UP 1 ULMUS PARVIFOLIA 'ATHENA' CHINESE ELM 3" CAL B&B

4' DIA.

8' DIA.

TRUNK

ROOT BALL

STAKE

NOT TO SCALE

TREE PLANTING - SECTION

1

L-7


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

DRAWING TITLE

CONTRACT

NO.

DATE

DRAWN

CKD

SHEET NO.SCALE

4.24.20

DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


SCALE: 1" = 1'-0"

BITUMINOUS CONCRETE PAVING - SECTION

1

SCALE: 1" = 1'-0"

RESILIENT RUBBER SURFACE - SECTION

2

FINISH GRADE

COMPACTED GRAVEL

COMPACTED SUBGRADE

1

1

2

" BIT. CONC. WEARING

COURSE

1

1

2

" BIT. CONC. BINDER

COURSE

THICKEN EDGE OF WEARING COURSE

AT BIT. CONCRETE PAVING

RUBBER CUSHION COURSE

FINISH GRADE

MATERIALS VARY

COMPACTED CRUSHED

STONE

COMPACTED SUBGRADE

PRIMER ADHESIVE

RUBBER WEARING COURSE

1/2" MIN. DEPTH

FALL HT. LESS THAN

OR EQUAL TO 96"

FALL HT. LESS THAN

OR EQUAL TO 72"

SCALE: 1 1/2" = 1'-0"

WOOD FIBER SURFACE - SECTION

4

COMPACTED SUBGRADE

COMPACTED CRUSHED

STONE

RESILIENT RUBBER

SURFACE

FINISH GRADE

ASPHALT TACK COAT

BIT. CONC. PAVING

1

2

SCALE: 1" = 1'-0"

RUBBER SURFACE AT BIT.CONC. PAVING - SECTION

3

SCALE: 1" = 1'-0"

RESILIENT RUBBER SURFACE IN WOOD FIBER - SECTION

6

SCALE: 1" = 1'-0"

RESILIENT TILE - SECTION

9

WOOD FIBER SURFACE

FINISH GRADE

NEW BIT. CONC.

PAVING

1

3/4" WASHED CRUSHED STONE

COMPACTED SUBGRADE

FILTER FABRIC

COMPACTED GRAVEL

THICKEN WEARING COURSE

AT PATH EDGES

FINISH GRADE

COMPACTED CRUSHED STONE

COMPACTED SUBGRADE

RUBBER WEARING COURSE

1

2

" MIN. DEPTH

WOOD FIBER SURFACE

TURN DOWN CUSHION

COURSE AT SIDES, TYP.

1

1

4

7

SCALE: 1" = 1'-0"

CONCRETE PAD - SECTION

8

SCALE: 3/4" = 1'-0"

RESILIENT MAT - SECTION

SCALE: 1" = 1'-0"

ADD ALT #4

SAND BOX - SECTION

10

11

SCALE: 1" = 1'-0"

FILTER INSERT IN EXISTING CATCH BASIN

13

SCALE: 1" = 1'-0"

GRANITE BLOCK SEATS - SECTION

12

SCALE: 1" = 1'-0"

ADD ALT #7

BOULDER - SECTION

FINISH GRADE

3/4" WASHED CRUSHED STONE

WOOD FIBER SURFACE

COMPACTED SUBGRADE

FILTER FABRIC

RESILIENT MAT

CABLE TIE

FILTER FABRIC

DUCKBILL ANCHOR

3/4" WASHED CRUSHED

STONE

COMPACTED SUBGRADE

FINISH GRADE

WOOD FIBER

4

BOULDERS PROVIDED BY

TOWN, SIZE VARIES

FINISH GRADE,

MATERIALS VARY

COMPACTED GRAVEL

COMPACTED SUBGRADE

COMPACTED GRAVEL

GRANITE BLOCK

PROVIDED BY TOWN

FINISH GRADE AND

MATERIALS VARIES

18"±

COMPACTED SUBGRADE

SCALE: 1 1/2" = 1'-0"

WOOD FIBER SURFACE AT PAVING - SECTION

5

8X8 PT TIMBERS

GALV. REBAR- SP. @ 3' OC

MIN. COUNTERSINK AT TOP

FINISH GRADE AT

WOOD FIBER SURFACE

BIT. CONC. PAVING

1

FILTER FABRIC

COMPACTED SUBGRADE

PROVIDE 2 TIMBERS MIN.

BELOW GRADE

PLAYGROUND

SAND

TW EL.

23.08

CRUSHED STONE

4

6'

WEARING COURSE

ADHESIVE, TYP.

RESILIENT RUBBER

SURFACING

2' X 2' SQ. RUBBER

TILES

FINISH GRADE

COMPACTED SUBGRADE

COMPACTED GRAVEL

2" ASPHALT BINDER

COURSE

2

L-8

SITE DETAILS

SCALE: 1" = 1'-0"

14

SHALLOW DEPTH WOOD FIBER SURFACE - SECTION

WOOD FIBER SURFACE

FINISH GRADE

3/4" WASHED

CRUSHED STONE

FILTER FABRIC

EX. SUBGRADE

4

3'

3'

3'

3'

3'

3'

6' +/- 5'-8"

NEW BIKE RACKS,

PROVIDED BY TOWN

NEW CONCRETE PAD

18

'

+/- 12'

7

L-8

6

EX. CHAIN LINK FENCE


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

DRAWING TITLE

CONTRACT

NO.

DATE

DRAWN

CKD

SHEET NO.SCALE

4.24.20

DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


SCALE: 1/2" = 1'-0"

BENCH ON CONC. PAD - PLAN

1

SCALE: 1" = 1'-0"

ADD ALT #3

TRASH RECEPTACLE ON CONC. PAD - SECTION

3

SCALE: 1" = 1'-0"

4

L-9

SITE DETAILS

ADD ALT #2

PICNIC TABLE ON CONC. PAD - SECTION

NEW TABLE AND TWO

BENCHES, PROVIDED BY TOWN

1/2" DIA. X 3 3/4" STAINLESS STL.

EXPANSION ANCHOR BOLT

(PROVIDED BY MANUFACTURER) TYP.

CONCRETE PAD

7

L-8

COMPACTED GRAVEL

COMPACTED SUBGRADE

FINISH GRADE

2'

3"

NOT TO SCALE

BENCH - SECTION AND ELEVATION

2

1'-0"

CONCRETE PAD

FRONT OF BENCH

2

7

L-8

INSTALL NEW BENCH W/

SURFACE MOUNT

(PROVIDED BY TOWN)

LENGTH VARIES1'-9"

ALIGN BACK OF BENCH

WITH BACK EDGE OF PAD

NEW TRASH RECEPTACLE,

PROVIDED BY TOWN

CONCRETE PAD

1" DIA. CORE FILLED W/ EPOXY

GROUT

FINISH GRADE

COMPACTED GRAVEL

1/4" THK STL PLATE

W/ 11/16" DIA ANCHOR HOLES.

2'-0"

7

L-8

XX XXXXX XXX

7

L-8

NEW BIKE HOOP RACK W/

SURFACE MOUNT, PROVIDED

BY TOWN

COMPACTED GRAVEL

FINISH GRADE

ANCHOR BOLT, TYP.

CONCRETE PAD

COMPACTED SUBGRADE

5

SCALE: 1" = 1'-0"

ADD ALT #9

BIKE RACK - SECTION

6

SCALE: 1/4" = 1'-0"

ADD ALT #9

BIKE RACK - LAYOUT PLAN

NEW BENCH PROVIDED BY

TOWN

ADD ALT #1

FIN. GRADE AT NEW

CONCRETE PAD

ADD ALT #1


PLAYGROUND

ARLINGTON, MA

NORTH

PROJECT

DRAWING TITLE

CONTRACT

NO.

DATE

DRAWN

CKD

SHEET NO.SCALE

4.24.20

DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


SCALE: 3/8" = 1'-0"

ADD ALT #8

WOOD FENCE - ELEVATION / SECTION

2

SCALE: 3/8" = 1'-0"

ADD ALT #8

WOOD FENCE - PLAN

1

SCALE: 1" = 1'-0"

ADD ALT #8

WOOD FENCE - SECTION @ PANEL

3

L-10

SITE DETAILS

11'-2"

SANITARY STATION, BY

OTHERS

CONCRETE PAD

7

L-8

6" X 6" CEDAR POST

1" X 4" STRIP CAP

3

EQ EQ

4

2

10'-2"

3" CL

SCORE JT, TYP.

6" X 6" CEDAR POST

1" X 4" STRIP CAP

MID RAIL

TOP RAIL

BOTTOM RAIL

CONCRETE PAD

FINISH GRADE

3

4

" x 3

5

8

" CEDAR

BOARDS

3

℄ ℄

CORE DRILL GALV. STL. ROD

IN CONC. FOOTING AND

EPOXY GROUT, TYP.

FINISH GRADE VARIES

CONC. PAD

3/4" X 3 5/8" CEDAR BOARDS

W/ SHIPLAP JOINERY

3 5/8" X 1 1/2" MID RAIL,

FRONT AND BACK

6" X 6" CEDAR POST

4-1/2" X 1-1/2" TOP RAIL

1" X 4" STRIP CAP

6 X 6 CEDAR POSTS W/ 1"

CHAMFER @ TOPS

3 5/8" X 1 1/2" BOTTOM RAIL

7

L-8

4

8'-0" MAX.

12" DIA.

X X X X X X X X X X X X X X

X X X

12" DIA.

4

SCALE: 1" = 1'-0"

ADD ALT #8

FENCE POST - SECTION

CL

22'

25'-7"

ADD ALT #6 -

NEW WATER SPIGOT

AND WATER LINE

ADD ALT #6 -

NEW WATER LINE

CONNECTION AT EX.

BACKFLOW

PREVENTER

MATCH LINE SEE

2

SU-1


PLAYGROUND

ARLINGTON, MA

NORTH

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DRAWING TITLE

CONTRACT

NO.

DATE

DRAWN

CKD

SHEET NO.SCALE

4.24.20

DATE REVISION

REVISIONS

STAMP

RD

AS SHOWN


ARCHITECTURE, INC.

179 GREEN STREET

BOSTON, MA 02130

T: 617-524-6265

SD


2

SCALE: 1" = 1'-0"

ADD ALT #6

WATER SPIGOT - SECTION

3

4

" MALE THREAD BRASS

KEYED WATER SPIGOT

6"

18" SQ.

6"

3/4" ID CTS

3/4" SIL-O-FLEX WATER

SERVICE PIPE

FINISH GRADE

TUBE STRAP SECURED

W/ STAINLESS STEEL

SCREWS IN NYLON ANCHORS

6"

COMPACTED GRAVEL

BRASS ELBOW

6" SQ. GRANITE POST

THERMAL FINISH ALL

EXPOSED SURFACES

COMPACTED SUBGRADE

CONCRETE

BRASS FEMALE ELBOW -

THREAD FOR SPIGOT

SU-1

SITE UTILITIES

SITE UTILITIES - PLAN

SCALE: 1" = 10'-0"

1

NORTH - Arlington Ma

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