Ryan Ball Portfolio

RYAN BALLlandscape architecture | design portfolio

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CONTENTS+

STUDIO WORKS

chapin terrace stormwater park afghanistan medical complex mcgrath highway greenway north amherst woods

amherst residential

knoxville urban wilderness

boston area residential

east tennessee residential hand graphics

TECHNICAL WORKS

STUDIO WORKSrb

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page | 3 page | 4

0’ 20’ 40’ 60’

LEGEND

1 upper bioswale with weir

2 bioswale

3 curb cut retention basin

4 gathering space / underground storage

5 permeable paver pathway

6 runnel

7 sand filter with planted edge

8 turf

8

CHAPIN TERRACE

STORMWATER PARK Springfield, Massachusetts University of Massachusetts | Fall 2011

Boston ASLA Merit Award Adaptive retrofit infiltration systems along streets reduce the impact of runoff on ur-ban watersheds. Design interventions on a boulevard in Springfield, MA are presented as distinguishable aesthetic experiences to raise acceptance, increase the spatial use, and to make infiltration more desirable in urban environments. This interdisciplinary proposal was developed through collabora-tion with the Springfield Water and Sewer Commission with the intention of being im-plemented as a pilot project that could be replicated elsewhere in the city and region. This project is currently under construction.

page | 4

1

4

5

4

2

3

7

843

6

5

8

23

3

5

page | 6page | 5

upper terrace lower terrace

page | 8page | 7

INTERCEPT

DIVERT

RETAIN

FILTER

POPULATE

evaporation/transporation

throughfall

tree canopy

water movement

filtration levelhigh low

shallow deep

stormwater storage depth

spaces/seating

runoff diverted to catch basins

catch basins diverted to infiltration areas

stormwater bmp’s collect and filter runoffpollutant filtration increases as stormwa-ter flows through each system

a series of weirs retains additional volumes of water

areas beneath spaces provide additional stormwater storage during larger storm events

curbs recycled from the existing street create community gathering spaces

stormwater bmps retain various depths and volumes above and below ground

Geotextile Filter Fabric

3/4” Crushed Stone

Planting Mix

Existing Subgrade

6”x2’x10’ Granite Curb

4

5

3

1 2

45

3

1

2

Pea Gravel

Geotextile Filter Fabric

Planting Mix

Existing Subgrade

6”x2’x10’ Granite Curb

51

32

4

5

1

32

4

curb cut catch basin

bioretention

page | 9 page | 10

medical center drivebioswale with weirsfiltration edge

upper terracelower terrace

gathering spacegathering spacegathering spacegathering spacegathering spacepath path bioretentionbioretention bioretention bioretention marvin street

page | 9 page | 10

Section through center of terraces

The final design addressed both environmental and social issues utilizing eight different stormwater BMPs including: curb cut retention basins, runnel retention, sand filters, bioretention, grass swales, permeable pavers, subgrade storage, and permeable concrete. Social aspects are addressed through the establishment of spaces for interaction and serves as destination points for both local residents as well as visitors to surrounding businesses. Following the construction of these BMPs, the city will continue to monitor the effectiveness and ease of maintenance to determine how these solutions can be implemented throughout the city.

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page | 11 page | 12

TALOQAN MEDICAL COMPLEX Taloqan, AfghanistanUniversity of Massachusetts | Spring 2012

The goal of the project is to develop a master plan for a healthcare complex housing a tuberculosis clinic in Takhar, Afghanistan that incorporates the desired functions of the clinic within the framework of a culturally sensitive design utilizing principles of contemporary restorative garden theory. The site will provide the patients of the complex and their families with a safe location to gather and rest while they are recovering or dealing with a loved one’s recovery. A clear circulation system will provide for patient movement, service access, and parking areas that keeps patient areas private and serene separate from service areas.

Agriculture

SITE AERIAL VIEW

The aerial perspective displays the culmination of the development of all systems and their functions. The transition from desert to oasis exhibits the potential for small urban sites to become resilient landscape systems.

[01] country [02] province [03] city

[04] site

+Taloqan River

+1/2 KM

Taloqan River

Afghanistan

Takhar Taloqan

Taloqan River

Pakistan

Iran

Tajikistan

+

City

Core

Agriculture

deforestation

one day traveling distance

two day traveling distance

[02] province

Takhar

Taloqan

[01] country

Afghanistan

Pakistan

Iran

Tajikistan

[03] city

Taloqan River+

Agriculture

Agriculture

TUBERCULOSIS CLINICMALARIA CLINIC

aerial view

page | 14page | 13

irrigation canal

rainwater cistern

well access

*

*

*

pedstrian gateway

vehicular gateway

pedestrian

vehicular

family waiting areas

transitional latrine system

tuberculosis clinic

main restorative area

malaria clinic

main entrance

service entrance

office

utility area

latrines

irrigation water feature

water tower

main water feature

poplar grove

poplar grove

grape arbor

grape arbor main irrigation channel

gateway housepistachio orchard

seasonal shade tents

moveable seating

built in seating

water tower / storage

stairwell

meeting area

main rooftop gathering area

water well

parking court

utility

parking timber production

nut production

fruit production

grape arbor

tuberculosis clinic restorative garden

page | 15 page | 16

IRRIGATIO

N CANAL

pistachio grove roof garden

page | 18page | 17

irrigation canal

grove tent roof tent

1

2

34

2

1

4

5

6

3

[1] poplar grove[2] heavy duty cloth straps[3] bent poles tethered together[4] water resistant waxed cloth

[1] water resistant waxed cloth[2] small poplar poles tethered at corners[3] large poplar poles[4] heavy duty cloth straps[5] quick release clips[6] existing roof

2

1

43

1

2

4

1

3

[1] poplar grove[2] metal grommet[3] waxed cloth[4] heavy duty cloth strap

[1] large poplar posts[2] heavy duty cloth straps[3] poplar boards[4] tongue and groove construction

privacy screen moveable seating

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page | 19 page | 20

MCGRATH HIGHWAYSomerville, MassachusettsUniversity of Massachusetts | Fall 2011

McGrath Highway in its current state divides the city of Somerville geographically, socially, and physically. Three scenarios were developed to address various issues. The gray scenario shown here addresses these and additional concerns that provide more immediate simpler solutions as the city transitions into a green multi-modal corridor. This proposal creates multi-modal transportation connections across McGrath and to local destinations, commercial infill that creates a stronger commercial corridor with more jobs, and improves the community aesthetics with streetscape improvements including new art facades, sculpture installations, tree lined streets, and a significant decrease in impervious surfaces.

MC

GR

AT

H H

IGH

WA

Y

I-93

Reclaimed space becomes a network of pedestrian and bicycle corridors

Oversized McGrath Highway becomes a boulevard (4 lanes total)

BRICKBOTTOM

MYSTIC RIVER

CAMBRIDGE

UNION

SQUARE

FOCUS AREA

[A]

[B]

[C]

LEGEND

1 new pedestrian crossing

2 park edge tree buffer

3 overhead art installation

4 mixed-use infill

5 planted median

6 bike lanes

7 sidewalk bumpouts

8 parallel parking

9 tree lined medians

10 pedestrian bridge with new art installation

1

4

3

6

5

5

2

89

9

10

7

page | 22page | 21

[A]

[B]

[C]

expanded park edge

planted medians

bike lanes (both sides)

parking area

access road

expanded park edge

expanded park edge

greenway

bike lanes (both sides)

proposed commercial development (with outdoor space)

existing pedestrian overpass (with proposed art installation)

utilize old infrastructure as public art

FOSS PARK

FOSS PARK

OTIS STREETPLAYGROUND

GROCERY STORE

otis street

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page | 23 page | 24

NORTH AMHERST WOODSAmherst, MassachusettsUniversity of Massachusetts | Fall 2010

A sustainable housing development was designed to support a lower cost of development creating a more desirable place to live. A range of affordable housing options are used to shape and define great spaces for individuals, family, and community. The layout is sensitive to the topography of the site, implements quality stormwater management, and uses passive solar design. A grading plan was completed for the site. Finish floor elevations were established to provide a detailing of private spaces and circulation. The site was laid out in accordance with town of Amherst subdivision regulations and conservation requirements for a multi-family housing devlopment.

0’ 20’ 40’ 60’

LEGEND

1 main entrance

2 bus stop

3 conservation buffer

4 parking

5 interior community open space

6 community walking trails

7 dingle

8 meadow1

3

3

4

4

4

4

4

6

6

8

7

5

2

[A]

[B]

social justice

work economyenvironmental sensitivity

bearable equitable

viable

sustainable

page | 24

page | 26page | 25

Section A-A'

Section B-B'

open space dinglehousinghousinghousing green corridor

Section A-A'

Section B-B'

community open space main entranceplanted medianhousing

6+50

136.

2

135

7+00

134.

5

134

7+50

132.

8

134

135

136

134

133

132

2%

2%

5%

10%MAX

135.89

135.23

5% MAX

5% MAX

136.14

136.14

136 135.03

135.43

135.43

134.38

3.4%

1%

FFE150

FFE149.5

FFE149

FFE148.5

5 UNITS WITH GARAGE BELOW

134.18

133.51

134.65

134.65135.12

135.1133.31

132.65

133.4

133.4

132.45

134.27

5% MAX

5% MAX

133.87

133.43

135.81

135.9

134.38

133.73

129.71

129.71

130.11

130.11

124.61

125.21

125.21

124.61

129.5

129.5

131.15

129.5

128

127

FFE

132

FFE

130.

5

FFE

130

FFE132

FFE132.2

FFE131.2

FFE130.5

FFE129.5

FFE128.2

FFE127.5

FFE131.6

FFE150

FFE150

126.4

131.15

130.2

129.6

128.6

127.7

LP124.8

133

132

131

130

129

128

127

126

FFE

133.

8

129

128

127

130.2

129.7

128.7

127.7

126.6

125.5

129

125.6

126.6

127.6

128.7

129.7

129.6

128.6

127.6

2%MAX

2%MAX

2% MAX

131.2

130.8

Nor

th A

mhe

rst,

MA

Site

Pla

nnin

g S

tudi

o IV

PLANGRADING

L2

0'30

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Gra

ding

Pla

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Orig

inal

Tea

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Fang

fang

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7+00

134.

5

134

R20'

R20

'

R30'

R53

'

18'

9'

19'-2"

4'

4'

20'

10 E

QU

AL S

PAC

ES

9'

18'

10 E

QU

AL S

PAC

ES

R3'

R3'

1066

90'

5'

3' 10'-7

"3'

10'-5

"

3'

3'

5'

28'

18'

32'

18'

4'-10"

12'

12'

4'

4'

19'-2"

3'

3'

19'-2"

28'

54'-3

"

55'-4

"

5'-10"

19'-2"1001

10031004

1002

1005

1006

1008

1012

1016

1007

1011

1015

1017

1009

1013

1010

1014

10181019

1020

1021

1046

1047

1062

1063

1064

1065

1052

1053

1023

1024

1048 1049

1050

1051

10521053

10551056

10581059

1061

1054

1057

10601067

1068

1069

1070

1071

1072

1073

1074

1077

1075

1080

1078

1083

1081

1086

1084

1089

1087

1091

1090

1076

1079

1082

1085

1088

1096

1094

1099

1097

1103

1100

1104

1092

1093

1095

1098

16'

25'

40'-3

"

1022

Point of Origin

Nor

th A

mhe

rst,

MA

Site

Pla

nnin

g S

tudi

o IV

PLANLAYOUT

L3

Layout PointsPoint Number

100110021003100410051006100710081009101010111012101310141015101610171018101910201021

Northing Easting

42' - 3 12" 37'18' - 2" 30' - 2"

42' 24' - 6"24' - 12" 17' - 1 12"

16' - 10" 35' - 3"-7' - 3 12" 28' - 8 12"18' - 5 12" 15' - 4"

-3' - 12" 11' - 1"-8' - 7" 33' - 6"

-32' - 8 12" 26' - 11 12"-6' - 1 12" 10' - 3"-25' - 8" 10' - 3"

-34' 31' - 9 12"-58' - 1 12" 25' - 2 12"-31' - 9 12" 9' - 5"

-52 - 3" 11' - 10 12"-58' - 8" 13' - 3"

56' - 3 12" 7' - 1 12"38' - 10" -11"34' - 4" -2' - 7"

15' - 11" -2' - 7"-14' - 5 12" -12' - 12"1022

10231024

-14' - 5 12" -12' - 12"-90' - 7" -15' - 1 12"

10461047104810491050105110521053105410551056105710581059106010611062

64' - 5" 66' - 7 12"66' - 7 12" -36' - 10 12"94' - 7" -35' - 5 12"

71' - 2 12" -50' - 10"54' - 3 12" -70' - 10 12"50' - 8" -72' - 8"

104' - 5 12" -50' - 6"76' - 10 12" -68' - 7 12"

60' - 12" -88' - 5 12"110' - 2" -68' - 2 12"79' - 7" -88' - 2 12"

65' - 10" -106' - 2 12"112' - 10" -87' - 10"

82' - 4" -107' - 11"71' - 7" -123' - 11"

115' - 8" -107' - 7"38' - 7" -48' - 6"19' - 7" -54' - 8"1063

10641065106610671068

5" -60' - 11"-18' - 5" -67' - 1"66' - 6" -134' - 2"47' - 6" -134' - 2"28' - 6" -146' - 5"

9' - 5" -152' - 8"1069107010711072107310741075

51' - 2" -151' - 8"32' - 2" -157' - 10"56' - 3" -154' - 2"

29' - 8" -162' - 11"-28' - 9" -76' - 2"-68' - 2" -111' - 9"-18' - 9" -92' - 3"1076

10771078107910801081

-33' - 10" -98' - 9"-59' - 9" -129' - 10"-12' - 1" -112' - 5"-25' - 5" -116' - 9"-51' - 4" -147' - 11"-5' - 6" -132' - 7"1082

108310841085

-17' - 1" -134' - 10"-43' -165' - 11"

1' - 6" -152' - 4"-8' - 8" -152' - 10"1086

10871088108910901091

-34' - 7" -184'15' - 10" -163' - 3"

-3" -170' - 11"-26' - 2" -202'8' - 1" 189'

-111' - 1" -80' - 11"109210931094109510961097

-118' - 8" -96' - 4"-109' - 3" -106' - 7"-121' - 1" -117' - 5"-80' - 7" -114' - 3"-112' - 7" -126' - 7"

-122' - 3" -139' - 9"1098109911001101

-83' - 11" -134' - 3"-115' - 11" -146' - 9"-128' - 4" -156' - 10"-124' - 5" -161' - 2"1102

11031104110511061107

-87' - 3" -154' - 3"-95' - 8" -168' - 9"

-130' - 8" -183' - 10"

-95' - 8" -192' - 6"-100' - 4" -217' - 1"

0'30

'20

'10

'5'

1Fo

cus

Are

a 1:

Lay

out P

lan

Rya

n B

all

Site

Eng

inee

ring

Fina

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ject

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5/10

Orig

inal

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Fang

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0’ 20’ 40’ 60’0’ 20’ 40’ 60’layout plan grading plan

section a section b

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page | 27 page | 28

AMHERST RESIDENTIALAmherst, MassachusettsUniversity of Massachusetts | Summer 2011

A young family of 3 in north Amherst sought to create an private outdoor escape with open lawns for play. The primary objective was to provide edge to the site creating privacy and safety from the adjacent street. The master plan is adapted to better utilize existing features on site providing economical and functional updates to the site.

MASTER PLAN

Rear Lawn:-Added Privacy-Defined lawn area

Rolling Berm Edge:-Provides privacy screening from road-Rolling topography increases effectiveness of screening-Easy Maintenance

Rolling Berm Edge:-Provides privacy screening from neighbors-Easy Maintenance

Northern Edge:-Provides screening from neighbors-Evergreen buffer screens from northern winter winds-Wildflowers replace lawn for easier maintenance

Bosque:-Wooded play area-Cools home during summer

Patio:-Lattice and vines screen beneath the deck-New patio off lower entrance

Edible edge:-Blueberry hedge screens and provides fruit

Raised Garden:-New expanded beds added-Base material added for easier maintenance

Play Area:-Pergola provides shade and a useable defined space-Area adjacent to garden used as active play space then transitioned into additonal raised gardens

Front Lawn:-Added Privacy-Defined lawn area

: Site Programming

0’ 20’ 40’ 60’

LEGEND

1 raised vegetable gardens

2 blueberry hedge

3 pergola

4 upper deck

5 lower patio

6 mounded buffer

7 rear drive

8 front driveway

9 entry pathway

residence

lawn lawn

8

9

7

6

6

6

4

13

4

52

front side view

rear patio

page | 30page | 29

front view rear drive and lawn

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page | 31 page | 32

URBAN WILDERNESS & HISTORIC CORRIDORKnoxville, TennesseeEast Tenn. Community Design Center | Spring 2008 2010 Knoxville Metropolitan Planning Commission Award of Excellence in Environmental Sustainability

The Urban Wilderness is a 1,000-acre urban forest connecting an existing nature education center, three civil war forts, a state wildlife management area, and ten city parks that promotes the value of parks, recre-ation, and land conservation as an economic driver for the greater community. This project will keep signifi-cant open space and ridgetops of South Knoxville pre-served and protected in perpetuity for the benefits of current residents and those of generations to follow. After extensive landscape analysis and community design charettes, properties were identified based on connectivity potential, wildlife corridor potential, idyllic views, and ecological significance.

downtown knoxville

university of tennessee

SOUTH KNOXVILLE

southern loop

centralloop

page | 32

PROFESSIONALrb

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page | 35 page | 36

WINCHESTER RESIDENCEWinchester, MassachusettsDan Gordon Associates | Fall 2012

An estate sited on the Upper Mystic River is provided with numerous amenities for each family member. Construction documentation was developed in collaboration with the architect and client. My role on the project was in the design development phase working with a project manager to create a construction document package.

Dan K. Gordon Associates267 Washington Street Suite 6Wellesley, MA 02481P. 781.237.5751 F. 781.235.6349dangordonassociates.com

Schematic Plan - Alternative ThreeBlanc-Aguirre ResidenceBlanc-Aguirre ResidenceBlanc-Aguirre ResidenceBlanc-Aguirre ResidenceBlanc-Aguirre Residence6 Everett Avenue, Winchester MAApril 18, 2012

NORTH

Driveway

Property Line

Residence

Lawn

Property Line

Pool Enclosure Gate & Fence

LegendAuto Court w/ Accent Paving & HedgeA

BCDEFGH

40’

Scale: 1: 20

0’ 10’ 20’

New Central Stair On Axis w/ Pool

Pool House w/ Wet Bar & Bathroom

Terrace w/ Spa, Pergola & GrillFormal Garden w/ Water Feature

Terrace w/ Seating & Fire PitIChaise Lounge Seating & Dining

Pool

Lawn

CCCCC

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Ever

ett

Ave

.

Canoe & Kayak Storage

AAAAA

BBBBB

HHHHH

JJJJJ

Secondary Grass Walk to Lawn

UpperMysticLake

GGGGG

L-5.3

Details

DRAWING NUMBER

0412PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

For Pricing

September 6, 2012

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" PT

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE

W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921

WETLAND SCIENTIST

Applewood Survey LLC21 Green StreetHolliston, MA 01746T: [email protected]

PROJECT TEAM

SURVEYOR

Winchester, MA 018906 Everett Avenue

Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: [email protected]

Danielle Blanc &Alvaro Aguirre

CLIENT

LANDSCAPE ARCHITECT

ARCHITECT

1 Plus 1 Design30 North StreetHingham, MA 02043T: [email protected]

B POOL ENCLOSURE GATESCALE: 1" =1'-0"

GATELC

WALPOLE WESTPORT WOOD POST CAP, TYP.

34" BLACK POWDER COATED THREADED EYE & HOOKHINGE BY SNUG COTTAGE, TYP. (SEE SPEC.) SCREWEYE INTO FRAME & HOOK INTO POST.

TWISTED RING LATCH FOR POOL ENCLOSURE GATESBY SNUG COTTAGE (SEE SPEC.). MOUNT ON OUTSIDE

1" x 1" WOOD NAILER ONLY AT GATE POSTS.SPLIT DECORATIVE POST BASE TOACCOMMODATE NAILER. ATTACH NAILER &WIRE FENCE PRIOR TO INSTALLING BASE

114" x 12" (ACTUAL) WOOD LATH. (SPACE EVENLY)

2 x 6 WOOD RAIL (TYP. 2 PER DOOR)

134" X 4" (ACTUAL) WOOD STILE

1 x 4 WOOD SLAT, TYP. OF 5 PER DOOR.(SPACE EVENLY)

1 x 2 ANGLED WOOD SUPPORT BOARDON POOL SIDE. TWO PER GATE.

NOTE:1. SEE SPECIFICATIONS FOR WOODMATERIALS, FINISHES, ANDFASTENERS.

18" CANE BOLTS TYP. SNUG COTTAGE (#4096-18SS) MOUNTON POOL SIDE. PROVIDE 1" DIA. / 12" L BLACK POWDERCOATED GALV. STEEL PIPE SLEEVES, SET VERT TO F.G FOREACH CANE BOLT TO REST WHILE CLOSED.

"BOOMER" GATE SPRING TYP. SNUG COTTAGE (#4612-HSS)MOUNT ON OUTSIDE.

1/2" MAX.

1 3/4"

2'-314"

SPACE SLATS EVENLY, TYP.

POST ENLARGEMENT

ALIGNTYP.

1 3/4"

VIEW FROM POOL SIDE OF FENCE

9"TYP.

1X2 ANGLED WOOD SUPPORTBOARD ON POOL SIDE

"BOOMER" GATE SPRING TYP. SNUGCOTTAGE (#4612-HSS) MOUNT ONHINGE SIDE (OUTSIDE).

114" x 12" (ACTUAL) WOOD LATH.

(SPACE EVENLY)

2X6 WOOD RAIL (TYP. 2 PER DOOR)

STILE ENLARGEMENTSCALE: 3"=1'-0"

POSTLC

F.G.SEE PLAN

3/8"

3/8"

2 5/8"

7/8"

STILE ENLARGEMENT

SECTION

1/2"

3 5/8"

WIRE MESH FENCE

VERTICAL GATE BOARDS (TYP. OF 7 SPACED EQ.)

ANTIQUE WROUGHT IRON HINGE(GATE SHALL SWING AWAY FROM POOL)

ANTIQUE WROUGHT IRON RINGLATCH ON INSIDE OF GATE ONLY

DECORATIVE POST CAP8" 2'-0"

FINISHED GRADE

LC

8"1'-812"

F.G.SEE PLAN

TP.

GL-8

FL-8

ALN.

GATE FRAME AND JAM

1- 5/8" X 7" BOTTOM RAIL

TYP TYPTYP TYP TYP

1- 5/8" X 5" CURVED TOP RAIL

1- 5/8" X 5" STILES

ALN.ANTIQUE SKELETON KEY LOCK (BOTH SIDES)

114"

PROVIDE BLACK SPRING GATECLOSER ON INSIDE OF GATE

3/8" COLLAR

UNDISTURBED/COMPACTEDSUBGRADE

12" CONC. FOOTING(TYP. BOTH SIDES)

CL-8

2-1/2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST AND 3'-0" MIN. INTO CONC. FOOTING

GATE, & POSTS

ALN.

312"

8" SQ. WRAPPED WOOD POST (HOLDWOOD 1" MIN. FROM FINISHED GRADE

DECORATIVE POST BASE (3/4" AZEK TRIMBOARD WITH 3/4" MOULDING ABOVE)


2-1/2" SQ. SCHEDULE 40 STAINLESS STEEL POSTFULL HEIGHT OF WOOD POST AND 3'-0" MIN. INTOCONC. FOOTING


DECORATIVE POST BASE (3/4" AZEK TRIM BOARD WITH3/4" MOULDING ABOVE)

UNDISTURBED / COMPACTEDSUBGRADE

1'-6"


WALPOLE WESTPORT WOOD POSTCAP, TYP.

2X6 WOOD CURVED TOP RAIL, TYP.



2-1/2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST & 3'-0" MIN. INTO CONC.FOOTING

2X6 WOOD CURVED TOP RAIL, TYP.

134" x 4" (ACTUAL) INNER WOOD STILE

LC

1X4 WOOD SLAT ON OUTSIDE OFGATE.

B5.3

34" BLACK POWDER COATEDTHREADED EYE & HOOK HINGE BYSNUG COTTAGE, TYP. (SEE SPEC.)SCREW EYE INTO FRAME & HOOKINTO POST.

TWISTED RING LATCH FOR POOLENCLOSURE GATES BY SNUGCOTTAGE (SEE SPEC.). MOUNT ONOUTSIDE

A WIRE MESH FENCESCALE: 1" =1'-0"

SPACE FOR TWOKAYAKS /CANOES PER BAY

EDGE OF CONCRETEFOOTING BELOW

D5.3

PLAN

SECTION

POSTPOST

6'-4"312"31

2"312"1'-31

2"

2'-0"DIA.

F.G.SEE PLAN

4X4 WOODSUPPORT W/BEVELED ENDKAYAK BAY

8X8 WOOD POSTW/ WALPOLEMARBLEHEADPOST TOP. DADOGROVE POST TOACCEPT 2" SQ.PIPE. HOLDWOOD MIN. 34"FROM FINISHEDGRADE34 X 5 WOODCOVER BOARD.PLACE TOCONCEAL PIPE &DADO GROOVE

CANOE BAY

2X6 WOOD BEAMTYP. ATTACH TOPOST W/GALVANIZEDCARRIAGE BOLT(TWO PER POST).COUNTER SINKWASHER & NUT

5X5 WOODSUPPORT, TYP.FASTEN TO BEAMABOVE.

2" SQ. GALVANIZEDSTEEL PIPE, TYP. SETPIPE INTO DADOGROOVE & ATTACH TOPOST W/ TWOCARRIAGE BOLTS

CONCRETE FOOTING

COMPACTED/UNDISTURBEDSUBGRADE

2X6 WOOD BEAMTYP. NOTCHPOST TO RECEIVEBEAM. ATTACHTO POST W/GALVANIZEDCARRIAGE BOLT(TWO PER POST).COUNTER SINKWASHER & NUT

2" SQ.GALVANIZEDSTEEL PIPE, TYP.SET PIPE INTODADO GROOVE &ATTACH TO POSTW/ TWOCARRIAGE BOLTS

5X5 WOODSUPPORT, TYP.FASTEN TO BEAMABOVE4X4 WOODSUPPORT W/BEVELED END

SECTION

8X8 WOOD POSTW/ WALPOLEMARBLEHEADPOST TOP. DADOGROVE POST TOACCEPT 2" SQ.PIPE

5'-012" 1'-0"9 14"

WOODSUPPORT

9 14"1'-0"

2X6 WOODBLOCKING.ATTACH TOBEAMS W/GALVANIZEDCARRIAGE BOLT(TWO PER POST).COUNTER SINKWASHER & NUT

34 X 5 WOOD COVERBOARD

8"TYP.

TYP. GALV. STEELPOST ANCHOR

3000 PSI/ 28DAYMONOLITHICCONC.FOOTING/ PIER

8" CONSTRUCTIONTUBECONCRETE FORM


D BOAT STORAGESCALE: 3/4" =1'-0"

C GARDEN GATESCALE: 1"=1'-0"

NOTE:1. SEE SPECIFICATIONS FOR WOODMATERIALS, FINISHES, ANDFASTENERS.

VIEW FROM OUTSIDE OF FENCE


(SPACE EVENLY)

STILE ENLARGEMENTSCALE: 3"=1'-0"

3/8"

SECTION

1/2"

3 5/8"


UNDISTURBED /COMPACTED SUBGRADE



134" X 4" (ACTUAL) WOOD CURVED TOP RAIL



2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST & 3'-0" MIN. INTO CONC.FOOTING

134" x 4" WOOD STYLE, TYP. (ACTUAL)

1'-6"

9"TYP.

LC

POSTLC

3'-2"

B5.3

ALIGNTYP.

SPACE SLATS EVENLY, TYP.2'-4"


1" x 1" WOOD NAILER ONLY AT GATEPOSTS. SPLIT DECORATIVE POSTBASE TO ACCOMMODATE NAILER.ATTACH NAILER & WIRE FENCEPRIOR TO INSTALLING BASE


(SPACE EVENLY)

WIRE MESH FENCE

2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST AND 3'-0" MIN. INTO CONC.FOOTING

5" SQ. WRAPPED WOOD POST(HOLD WOOD 1" MIN. FROMFINISHED GRADE

134" X 4" (ACTUAL) WOOD CURVED TOP RAIL

134" x 4" (ACTUAL) WOOD STILE,TYP.

F.G.SEE PLAN


STILEENLARGEMENT

GATELC

34" BLACK POWDER COATEDTHREADED EYE & HOOK HINGE BYSNUG COTTAGE, TYP. (SEE SPEC.)SCREW EYE INTO FRAME & HOOKINTO POST.

TWISTED RING LATCH FOR POOLENCLOSURE GATES BY SNUGCOTTAGE (SEE SPEC.). MOUNT ONOUTSIDE

TWISTED RING LATCH FOR POOLENCLOSURE GATES BY SNUG COTTAGE(SEE SPEC.). MOUNT ON OUTSIDE

134" X 4" (ACTUAL) WOOD BOTTOM RAIL

L-5.1

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0412PROJECT #

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DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" PT

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DRAWING TITLE

5

43

REVISIONS

21

DATE


WETLAND SCIENTIST


PROJECT TEAM

SURVEYOR




CLIENT

LANDSCAPE ARCHITECT

ARCHITECT


AD

H STAIR W/ BLUESTONE TREAD & STONE RISER - SECTION

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

BITUMINOUS CONCRETE W/ CHIPSEAL PAVING - SECTION

STONE BAND & BRICK PAVING - SECTIONSCALE: 1-1/2"=1'-0"C

STONE STEPPER W/ GRASS JOINTS - SECTIONSCALE: 1-1/2"=1'-0"

2" BLUESTONE BAND (SEE PLANFOR MATERIAL, SIZE & LAYOUT)

UNDISTURBED/ COMPACTEDSUBGRADE

3/4" COMPACTED DENSE PACKGRAVEL BASE

F.G.(SEE PLAN)

1'' STONE DUST SETTING BED

2'-5"

E STONE BAND AT LAWN - SECTIONSCALE: 1-1/2"=1'-0"

I STONE RETAINING WALL - SECTIONSCALE: 3/4"=1'-0"

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

DRY SET BRICK PAVING W/ METAL EDGING - SECTIONB

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

STONE LANDING & STAIR

2'' BLUESTONE PAVING BAND, (SEESPEC.)


COMPACTED DENSE PACK GRAVELBASE

1'' STONE DUST SETTING BED

F.G.(SEE PLAN)

BRICK PAVING ON EDGE, SOLDIERCOURSE (SEE SPEC.)BRICK PAVING ON EDGE, STRETCHERCOURSE (SEE SPEC.)BRICK PAVING ON EDGE, HERRINGBONECOURSE (SEE SPEC.) SEE PLAN FORDIRECTION OF COURSING

BUTT-TIGHT JOINTS SWEPT FULLW/ STONE DUST

2'' BLUESTONE PAVING BAND, (SEESPEC.) SEE PLAN FOR JOINT LOCATIONS

BRICK PAVING ON EDGE, SOLDIERCOURSE (SEE SPEC.)

BRICK PAVING ON EDGE, STRETCHERCOURSE (SEE SPEC.)

BRICK PAVING ON EDGE,HERRINGBONE FIELD (SEE SPEC.) SEEPLAN FOR DIRECTION OF COURSING

VARIES

PITCH

1" CRUSHEDSTONE

6"MIN. MIN. MIN.

8"6"


FINISHEDGRADE

2" BLUESTONE ON 12" MORTARSETTING BED TYP. (SEE PLANFOR PAVING PATTERN)

REINFORCED CONCRETE WALL(TYP. 3 SIDES OF LANDING)

6" REINFORCED CONC.(#4 REBAR 12" O.C. BOTHDIRECTIONS) EXPANSIONDOWELED TO FOUNDATION

REINFORCED CONCRETE FOOTING(TYP. 3 SIDES OF LANDING)

FLAT FIELDSTONE RISER. SEESPEC. FOR MATERIAL &CRAFTSMANSHIP

TYPICAL DOORTHRESHOLD

FOAM EXPANSION JOINTFULL DEPTH OF LANDINGW/ BACKER ROD & SILICONESEALANT TO MATCHMORTAR COLOR

CMU BLOCKING ASNEEDED BENEATH STAIR(GROUT ALL CAVITIES SOLID)

#5 EXPANSION DOWEL24" O.C. TYP.FOOTING BEYOND

T.S.(SEE PLAN)

B.S(SEE PLAN)

6" REINFORCED CONCRETEPAD (6"X6"X10 GA. WELDEDWIRE MESH)

3'-0" MIN.

NOTE:1. FULLY FLASH & WATERPROOF BUILDING ATPROPOSED LANDINGS.

2. IF THE FOUNDATION FOR THE EX. LANDING ISSOUND, PROVIDES 4' DEPTH FOOTINGS AND CAN BEMODIFIED TO MEET PROPOSED DESIGN THEN THEEX. FOOTINGS MAY BE MODIFIED AND REUSED

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

1" STONE DUSTSETTING BED

UNDISTURBED ORCOMPACTED SUBGRADE

316" BORDER GUARD STEELEDING (SEE SPEC.)

COMPACTED DENSEPACK BASE

BRICK PAVING PAVING ONEDGE. RUNNING BOND FIELD(SEE SPEC.). SEE PLAN FORDIRECTION OF COURSING

BRICK PAVING - DRY SET W/ METAL EDGING1 1/2" = 1'-0"

BUTT-TIGHT JOINTS SWEPTFULL W/ STONE DUST6"

MIN.BRICK PAVING ON EDGE,SOLDIER COURSE EDGE(SEE SPEC.)

F.G.(SEE PLAN)

BRICK PAVING ON EDGE,SOLDIER COURSE EDGE(SEE SPEC.)

BRICK PAVING ON EDGE,RUNNING BOND FIELD W/BUTT-TIGHT JOINTS SWEPTFULL W/ STONE DUST (SEESPEC.). SEE PLAN FORDIRECTION OF COURSING.

EDGE OF 16 GAUGEGALVANIZED STEEL PAVERRESTRAINT BELOW

15" STEEL STAKE 32" O.C.(SEE SPEC.)

2'-0" 1'-6"1'-6"

F.G.SEE PLAN

2"X2" (ACTUAL) WOOD POST.CUT INSIDE EDGE OF TOP ANDBOTTOM OF POST TO ALLOWPOSTS TO JOIN TOGETHER ATBASE OF CAP

112" X 34" (ACTUAL) WOOD LATH.

MITER END AT CORNERS.

NOTE:1.SEE SPEC. FOR WOOD & HARDWARE2.FOUR SIDED STRUCTURE

4" DIA. WOOD BALL FINIAL & BASE5" LAG BOLT. COUNTER SINKBOLT IN BOTTOM OF CAP5"X5" (ACTUAL) WOOD CAP,MITER EDGE

FINIAL ENLARGEMENTSCALE: 1-1/2"=1'-0"

CL

FINIAL ENLARGEMENT

CL

CL

1'-0"

J GARDEN PYRAMID TRELLIS - ELEVATIONSCALE: 1"=1'-0"

UNDISTURBED/COMPACTED SUBGRADE

COMPACTED DENSE PACK BASE

38" PEASTONE (SEE SPEC.)

F.G. (SEEGRADING PLAN)

15" STEEL STAKE 32" O.C. (SEE SPEC.)

1/4" X 5" STEEL EDGINGON EDGE OF ALLPEASTONE (SEE SPEC.)

F PEASTONE WALK - SECTIONSCALE: 1"=1'-0"

EX. MASONRY WALL

NOTES:1. FINISH ALL EXPOSEDSURFACES W/ BRUSHEDCOPPER CLAD FINISH.(PREPARE SURFACES ASNEEDED PRIOR TOCLADDING).2. SUBMIT SAMPLE PRIORTO INSTALLATION

K WIRE TRELLIS - SECTIONSCALE: 6"=1'-0"

L-5.5

Details

DRAWING NUMBER

0412PROJECT #

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FILE NAME

DRAWN BY

For Pricing

September 6, 2012

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" PT

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE


WETLAND SCIENTIST


PROJECT TEAM

SURVEYOR




CLIENT

LANDSCAPE ARCHITECT

ARCHITECT


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

GRILL - SECTIONCA FIRE PLACESCALE: 3/4"=1'-0"

REINFORCED CONCRETEFOOTING W/ #4 REBAR 12"O.C. THREE WAYS

MIN.5"

ADJACENT PAVING(SEE PLAN FORMATERIAL & LAYOUT)

UNDISTURBED /COMPACTED SUBGRADE

KEYWAY LENGTH OF FOOTING

7'-4"

2'-9"

2'-0"9"

A 5.5

FIRE CLAY FLUE LINER

FIREBOX OPENING WITHREFRACTORY FIREBRICK(9" L. X 4 12" W. X 2 12" HT.)(RUNNING BOND PATTERN)WITH 38" JOINTS

37" H. CLAY SMOKE CHAMBER

6" x 4" GALVANIZED STEELLINTEL (NOTCH STONE ASNEEDED TO HIDE FROM VIEW)

1'-9" 1'-8"

FLAT ASHLAR STONEFIREPLACE. (SEE SPEC. FORMATERIAL & CRAFTSMANSHIP)

REINFORCED CONCRETE LINTEL(COORDINATE FABIRICATION)

3" BLUESTONE MANTEL

16''w. X 16''w. CLAY FLUE

CHIMNEY OPENING

5" BLUESTONE CHIMNEY CAP

3'-2"

6"10"3"TYP.

8"

1"

PLAN (SECTION CUT)

ELEVATION

SECTION

3"

10"10"

2" 2'-0"8"

2'-9"

FLAT ASHLAR STONE FIREPLACE. (SEESPEC. FOR MATERIAL & CRAFTSMANSHIP)

FIREBOX OPENING W/ RED REFRACTORYFIREBRICK (9" L X 4 12" W X 2 12" HT.)(RUNNING BOND PATTERN) WITH 3

8" JOINTS

PLAN SECTION

FLAT ASHLAR STONE CHIMNEY.(SEE SPEC. FOR MATERIAL &CRAFTSMANSHIP)

5"

GRANITE LINTEL STONE. COLORTO COMPLIMENT/MATCH STONEON FIREPLACE

CMU BLOCKING AS NEEDED.GROUT CAVITIES SOLID.

2"

11"

2"

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

OUTDOOR KITCHENB

HOLLOW

TYP1"

1'-0"

3'-10"

HOLLOW

L

3'-3"

2'-11"CUT-OUT

PERGOLA, GRILL& ACCESS DOORS

C

4'-0"2'-0"

LRAFTER

& COLUMN

C LRAFTER, COLUMN

& WALL

C

2'-3"7'-6"

2'-3"

1'-6"6'-0"1'-6"

1"

LLIGHT

C

EQEQ

7"

2'-712"

CUT-OUT

FINISH GRADE (SEE PLAN)

2'' BLUESTONE COUNTERTOP SETON 3/8'' MORTAR SETTING BED

36" LYNX GRILL #L36PSR-2 PROVIDE VENTILATIONHOLES IN MASONRY BELOW TO PREVENT GAS BUILD UPPER MAN. REC. (INSTALL PER MANUFACTURERS'RECOMMENDATIONS)

FIELDSTONE TYP. SEE SPEC.FOR MATERIAL AND CRAFTSMANSHIP

36" DBL. ACCESS DOORS #LDR36T (INSTALLPER MANUFACTURER'S RECOMMENDATIONS)

1/4" X 2" X 5" STEEL ANGLE IRON TO SUPPORTSTONE LINTEL. FASTEN STONE TO STEEL W/ VENEERTIES BOLTED TO STEEL ANGEL & PLACED 10" O.C.

Plan

Elevation

Section

9/16"NOTCHTYP.

HOLLOW

PAVING

PAVING

3 EQ5 EQ1'-6" 1'-4"

2"X2" PTD WOOD LATH TYP. OF 3

2"X6" PTD WOOD RAFTER WITH DECORATIVEEND CUT TYP. OF 172"X9" (ACTUAL) PTD WOOD BEAM WITHDECORATIVE END CUT TYP. OF 2

10" (ACTUAL) SQUARE TAPERED PTD WOOD DORIC COLUMNTYP. OF 4 (FULLY FASTEN TO MASONRY BELOW& BEAMS ABOVE)

VISION3 WALL MOUNT(#WM1-A-WI-C1M03-02-L3-0-0) SCONCE DOWNTYP. OF 6. PROVIDE LOW VOLTAGE SERVICETO FIXTURES

HUNZA SQUARE STEP LITE(SLSQ/SQ-COP-Canss-LENSSTEPF)TYP. OF 2 IN GRILL AREA2'' BLUESTONE COUNTERTOP SETON 3/8'' MORTAR SETTING BED2" INTERIOR BLUESTONE SURROUND

3'-0"INTERIOR

2'-234"

2'-11"CUT-OUT

PROVIDE LOW VOLTAGE SERVICECONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)

UNDISTURBED / COMPACTED SUBGRADE

REINFORCED CONCRETE FOOTING W/#4 REBAR 12" OC BOTH WAYSEXTEND REBAR VERTICALLY INTOSONOTUBE AT COLUMNS TYP.

NOTCH BLUESTONE COUNTERTOP OVERHANGIN PLACE TO FIT GRILL UNIT

EXTEND ANGLE IRON 4" INTO FIELDSTONE ONEITHER SIDE OF GRILL CUT-OUT & NOTCH ANGLEIRON TO FIT CUT-OUT DIMENSIONS AT GRILL

BLUESTONE COUNTERTOPGRILL CUT-OUT (ACCESS DOOR CUT-OUT BELOW)

GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050Z COVER

TYP.

4"

PURGOLA STRUCTURE ABOVE

PURGOLA COLUMN TYP.

PROVIDE ELECTRIC SERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)

PROVIDE NATURAL GASSERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)

3" BLUESTONE PAVING SET ON 3/8"MORTAR SETTING BED

LRAFTER, COLUMN

& STONE PIER

CL

RAFTER& COLUMN

C

1'-10"CUT-OUT

LLATH, COLUMN& STONE PIER

CL

LATHC

TRELLIS CABLE TYP. OF 4

6"X6" PT WOOD SUPPORT POST BOLTED TOSTAINLESS STEEL FLANGE FOOTING AT BASE. FULLYANCHOR WOOD STRUCTURE TO MASONRY FOOTINGBELOW TYP. OF 4

REINFORCED CONCRETE SONOTUBE FOOTINGTYP. OF 2

FOAM EXPANSION JOINT FULL DEPTHOF WALL/PIER W/ BACKER ROD & SILICONE

8"

8" 5"

5" 5"

CUT BLUESTONE TO FIT AROUNDSONOTUBE FOOTING TYP.

STAINLESS STEEL FLANGE BOLTEDTO 6"X6" POST & BEAMS ABOVE -BOTH SIDES OF POST (TYP. OF 4)

CUT BLUESTONE TO FIT AROUNDSONOTUBE FOOTING TYP.

MECHANICALLY COMPACTED TRAP ROCK

REINFORCED CONCRETE SONOTUBE FOOTINGEXTEND REBAR VERTICALLY INTO SONOTUBEFROM FOTTING BELLOW (TYP. OF 2)

NOTE: CONTRACTOR SHALL REVIEWPERGOLA DESIGN WITH STRUCTURALENGINEER & GET APPROVAL PRIOR TOINSTALLATION (SEE SPEC.)

1'-512" 1'-51

2"

3/4" X 2-3/4" WOOD CABINETFRAME MORTISE & TENONCONSTRUCTION

3/4" THICK TONGUE & GROOVESLATS 6 EQ/DOOR

STAINLESS STEEL PULL RING#R-09JW-550S (TYP. OF 2)BLACK POWEDER COAT FINISH

3/4" X 3-5/8" PT. INTERIORCABINET FRAME FASTENED TOSTONE ON FOUR SIDES

FOAM MOISTURE BARRIER TYP.WHERE WOOD COMES INTOCONTACT WITH STONE

STAINLESS STEEL CONCEALEDCABINET HINGE #23946(TYP. OF 4)

1 1/2" BLUESTONE SURROUND

FIELDSTONE BASE

CMU BLOCK FOUNDATION

F.G.(SEE PLAN)

1/4" X 2" X 5" STEEL ANGLEIRON TO SUPPORT STONE LINTEL.FASTEN STONE TO STEEL W/VENEER TIES BOLTED TO STEELANGEL & PLACED 10" O.C.

GRILL ABOVE

DOUBLE STAINLESS STEELMAGNETIC CATCH W/ STRIKESTO KEEP DOOR CLOSED

ELEVATION

SECTION

CLFRAME

&PULL, TYP.

L y n x 2'' GRANITE COUNTERTOP SETON 3/8'' MORTAR SETTING BED

36" LYNX GRILL #L36PSR-2 (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)

FLAT FIELDSTONE BASE SEE SPEC.FOR MATERIAL ANDCRAFTSMANSHIP

PROVIDE NATURAL GAS & ELECTRICSERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)

CMU BLOCKING AS NEEDED GROUT ALLCAVITIES SOLID


CONCRETE SLAB W/ #4 REBAR 12" OC BOTH WAYS

EXTEND REBAR VERTICALLY INTO CMU BLOCKING

NOTCH GRANITE COUNTERTOP OVERHANGIN PLACE TO FIT GRILL UNIT

EXTEND ANGLE IRON 4" INTO FIELDSTONE ONEITHER SIDE OF GRILL CUT-OUT & NOTCH ANGLEIRON TO FIT CUT-OUT DIMENSIONS AT GRILL;HOLD BACK 12" FROM FACE OF STONE

GRANITE SURROUND

GRANITE COUNTERTOP

GRILL CUT-OUT (ACCESS DOOR CUT-OUT BELOW)

CGFI DOUPLEX OUTLET

GRILL CABINET DOORS


Cross Section

PROVIDE VENTILATION HOLES TO PREVENTGAS BUILD UP IN THE EVENT OF A LEAK

GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050ZCOVER, TYP. OF 1 AT GRILL & 1 AT POOL

Plan

Elevation

TYP

1'-10"CUT-OUT

6"

1"

2'-4"

HOLLOW

C4.3

C4.3

###

UPPER TERRACE GATE11

2" GRANITE SURROUND BOTTOM & 3 SIDES

CMU BLOCKBELOW

CMUBLOCKBELOW

TCSEE PLAN

TWSEE PLAN

FGSEE PLAN

FGSEE PLAN

2'-11"

UPPER TERRACE PIERCUT-OUT

CLGRILL

&CABINET

EXISTING TERRACE WALL

412"

916"

NOTCH,TYP.

4"

EQ. EQ.

1'-612" 412"1'-318"1'-512"

LLIGHT

C LFAUCET, SINK, COUNTER

& ACCESS DOORS

C

PROVIDE GARBAGE DISPOSAL & PIPE CLEANOUT


FIELDSTONE TYP. SEE SPEC.FOR MATERIAL AND CRAFTSMANSHIP

36" DBL. ACCESS DOORS #LDR36T (INSTALLPER MANUFACTURER'S RECOMMENDATIONS)

HUNZA SQUARE STEP LITE (SLSQ/SQ-COP-Canss-LENSSTEPF) TYP. OF 2 IN BAR AREA2'' BLUESTONE COUNTERTOP

2" INTERIOR BLUESTONE SURROUND

PROVIDE LOW VOLTAGE SERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050Z COVER

2" BLUESTONE SURROUND BELOW

FIELDSTONE BASE

PROVIDE ELECTRIC SERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)

PROVIDE COLD WATER SERVICE CONNECTION TO SINK

3" BLUESTONE PAVING SET ON 3/8"MORTAR SETTING BED (UNDER SINK ONLY)

EQEQ

4'-9"

LLIGHT

C

LOUTLET

C

1'-412"1"TYP.

10"

412"

1'-8"

CUT-OUT

2'-712"

1'-4"CUT-OUT

1'-7"CUT-OUT

2'-3"

GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050Z COVERMICO SIMONE #7767-SN FAUCET

EXTEND ANGLE IRON 4" INTO FIELDSTONE ONEITHER SIDE OF GRILL CUT-OUT & NOTCH ANGLEIRON TO FIT CUT-OUT DIMENSIONS AT GRILL

BLANCO MAGNUM #501-115 SINKAND COLANDER #215-651

FAUCET

BAR COUNTERLEG SPACE BELOW BAR

HUNZA SQUARE STEP LITE(SLSQ/SQ-COP-Canss-LENSSTEPF)TYP. OF 2 IN BAR AREA

HOLLOWBEHIND

HOLLOW

HOLLOWBELOW

COUNTER

PROVIDE SEWER SERVICE CONNECTION TO SINKAND DISPOSAL(PER CODE AND PER MAN. SPEC.)

CMU BLOCKING AS NEEDED GROUT ALLCAVITIES SOLID


CONCRETE SLAB W/ #4 REBAR 12" OC BOTH WAYS

EXTEND REBAR VERTICALLY INTO CMU BLOCKINGFOUNDATION FOR BAR SUPPORT BEYOND

BLANCO MAGNUM #501-115 SINK & COLANDER #215-651


FINISH GRADE (SEE PLAN)

PROVIDE NECESSARY ELEMENTSFOR WINTERIZATION

Plan Cross Section

Elevation

HOLLOWBEHIND

REFRIGERATOR BELOW

HOLLOWBELOW

812"

812"2'-0"CUT-OUT

24" LYNX REFRIGERATOR #L24REF PROVIDE ELECTRICSERVICE TO REAR PANEL (INSTALL PER MANUFACTURER'SRECOMMENDATIONS)

PROVIDE 2" BLUESTONEPAVING UNDERREFRIGERATOR


FLAT ASHLAR STONE COUNTER / BACKSPLASH.(SEE SPEC. FOR MATERIALS & CRAFTSMANSHIP)1-1/2" PVC WEEP 4'-0" O.C. (PITCH TO DRAIN)

36" LYNX GRILL (#l36PSR-2) W/ LYNXINSULATED JACKET(#L1J36). (INSTALL PERMANUFACTURER'S RECOMMENDATIONS.

PROVIDE NATURAL GAS & ELECTRICSERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)

WOOD CABINET DOORPANEL & FRAME


REINFORCED CONCRETE FOOTING W/#4 REBAR 12" OC BOTH WAYS. PITCH TOP OFFOOTING TO DRAIN TO WEEPS

2'' BLUESTONE BACKSPLASH CAP SETON 3/8'' MORTAR SETTING BED

STAINLESS STEEL PULLRING #R-09JW-5505, TYP.OF 2. BLACK POWDERCOAT FINISH.

2" TH. BLUESTONEKICKBOARD

3"

PT INTERIOR CABINET & GRILL WOOD FRAMINGSUPPORT. PROVIDE SHELVING W/ IN CABINETS.

9"

PROVIDE SPACERS TO HOLD WOODCABINET OFF TOP OF CONCRETE FOOTING

WRAP TOP, BACK & SIDES OF CABINET W/WATERPROOF MEMBRANE (DASHED)

stone retaining wall

boat storageoutdoor kitchen

page | 38page | 37

184.42

EX. PORCH

PROPOSEDADDITION

EX. GARAGE

BB HOOP

RESIDENCEFF = 62.24

FF = 61.39

FF = 61.91

LAWN

W

POOL

SGE W

GS

E

+ + + + +

+

+

+

+++

+ +++

+ +

+ + +

++

+

+

+ +

++

+

+

+

+++

++

++

+ +

TC (FLUSH)BC = TC

MEET EX.

MEET EX.

60.91TS 61.99 (EX.)BS 61.03

TS 61.41BS 60.91

60.65

TW 59.50BW 59.00

TS 60.65BS 59.00

TW 59.50BW 59.00

TP 61.31BP 60.65

TS 61.74BS 60.74

TS 61.74BS 60.74

RIM60.54

58.50

58.26

58.11

59.00

60.62

+ TC 58.26

+58.26

53 54

52

56

57

57

58

56

55

54

53

525

1

59 60

61

60

59

+

+

+TC (FLUSH)BC = TC

+ +

+

+

59

59

60

60

61

61

61

59

59

60

60

58.50

TC 58.26

+

++

59.00

+58.50

+ RIM 58.13

RIM 58.13+

+ RIM 58.13

+ RIM 58.13

+

58.50

+

+58.50

+

60.62

+

+

OUTLET

DRAIN INLET, TYP.(SEE SPEC)

OVERFLOW - 4" PVC

4" PVC

6" P

VC

6" PVC4" P

VC

4" P

VC

RIM58.12

4" P

VC

4" PVC

+ +

+ +

+

RIM 58.40

HP 58.46

RIM 58.44

58.46

+

+

60.53

+ 60.62+60.62

+ 60.56

+

+

+

+60.85

+60.56

60.47

60.91

TC 60.62

+ 60.65

+ 60.65

+60.5660.56+

+

60.65

+

+60.85

+

60.74

+60.74

60.47+ +

60.38

60.95

4" P

VC

4" PV

C6" PV

C

RIM 60.51

60.5660.62

+60.85

RIM60.50

RIM60.50

DRAIN INLET, TYP.(SEE SPEC)

60.85

PROP.DRYWELL

PROP.DRYWELL

+

POOL EQUP. LINES

SPA EQUP. LINES

+60.85

6" P

VC

6" P

VC

6" P

VC

6" P

VC

4" P

VC

4" P

VC

4" P

VC

4" P

VC

4" PVC

6" PVC

6" PVC4" PVC6" PVC4" PVC

6" PVC

4" PVC4" PVC

4" PVC

4" PVC

4" PVC

4" PVC

4" PVC

4" PVC6" PVC

6" PV

C

6" PVC

6" PVC

4" PVC

+ +TS 61.74BS 61.24

+

+ TC (MEET EX.)BC (MEET EX.)

++

61.12

TC (MEET EX.)BC (MEET EX.)

+

TC (FLUSH)BC = TC



+

+51.50

+

4" P

VC

PROVIDE CLEANOUT, TYP.

EX. DOWNSPOUT, TYP.

TC (FLUSH)BC = TC

+

+

TC 58.26

4" PVC

+

+

58.50

++

L-3.2

Grading & Drainage Plan

16'

DRAWING NUMBER

8'

0412PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

For Pricing

September 6, 2012

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" PT

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE

0' 4'


WETLAND SCIENTIST


PROJECT TEAM

SURVEYOR




CLIENT

LANDSCAPE ARCHITECT

ARCHITECT


MA

TCH

LIN

E

+

EDGE

OF

WET

LAND

WF#3

WF#2

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40 41 42 43 44 4

5 46 47

53 54

52

18

21

20

19

525

1

50

49

48

DRAINOUTLET

OVERFLOW - 4" PVC

+ 17.00

+18.72

+ 51.25 +51.50

L-3.1

Grading & Drainage Plan

16'

DRAWING NUMBER

8'

0412PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

For Pricing

September 6, 2012

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" PT

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE

0' 4'


WETLAND SCIENTIST


PROJECT TEAM

SURVEYOR




CLIENT

LANDSCAPE ARCHITECT

ARCHITECT


MA

TCH

LIN

E

184.42

EX. PORCH

PROPOSEDADDITION

EX. GARAGE

BB HOOP

RESIDENCEFF = 62.24

FF = 61.39

FF = 61.91

LAWN

W

POOL

SGE W

GS

E

BIT. CONCRETEW/ CHIPSEAL

A5.1

H5.1

BEDLINE, TYP.

POOL BLOWUP A5.6

STONESTEPPER

D5.1

WIRE FENCE A5.3

GATE B5.3

E5.1

FOUNTAIN (SEE SPEC.)

E5.1

C LRES

IDEN

CE,

LAND

ING

,STA

IR, &

POO

L

PO

OL

&RES

IDEN

CE

C L

BASEL

INE

'B'

F.O

.W.

R40'-0"

4'-6"

C LD

OO

R &

WALK

C LD

OO

R &

WALK

2'-3

"

4'-2"30"

29'-9

"

31'-4

"32

'-4"

32'-5

"

31'-3

"

12'-0"

TYP.

TYP.

12'-0"TYP.

5'-5

"

R46'-

6"

5'-11"

BASEL

INE

'A'

F.O

.W.

BASEL

INE

'A'

F.O

.W.

13'-11" 52'-0"

C L

CONNECT RADII W/

ONE CONTINUOUS ARCR113'-0"

3'-5"

GAS LANTERN,TYP.

R5'-0

"

R5'-0"

5'-7"

2'-2

"

11"

12'-7"

R14'-0

"

19'-0" 5'-9"

19'-6

"

R5'-0

"

R5'-0"

10"

13'-4

"

2'-3

"2'-3

"

34'-1

1"

1'-2

"

19'-0

"

CL

29"

16'-1

"

12'-9

"

C L

R2'-6

"

TYP.

3'-5"

BASEL

INE

'B'

F.O

.W.

TYP.

4'-4

"

SQ.

22'-4

"

3'-3"8" TYP.

4'-6"3'-10"29"

5'-9

"21"

TYP.

ALI

GN

25'-1"

C5.1

25'-1

1"

29"

TYP.

29"TYP.

7'-2"5'-0"

ALIGN

4'-6"

± 5

'-0"

11 EQ. STONES

6 E

Q. STO

NES

7 E

Q. STO

NES

4 EQ. STONES

B5.1

TERRACEBLOWUP

A5.4

POOL EQUIP. LINES

SPA EQUIP. LINES

3"x3" GRANITE MARKERS TOSHOW MOW LINE LOCATION,TYP. (SEE SPEC.)

B5.1

GFCI OUTLET, TYP.

WIRE TRELLISTYP. OF 4

K5.1

REINSTALLBASKETBALL HOOP

UTILITY SLEEVE, TYP.

PEASTONEWALK

F5.1

WIN

DO

W &

STO

NE

LATTICE PANEL (SEE SPEC)

G5.1

STONELANDING

LAW

NLA

WN

ALI

GN

EX. DOWNSPOUT LOCATION, TYP.

FOUNTAIN, PATH,TERRACE & SPA

PROPOSED UTILITYCORRIDOR

C LD

OO

R,

LAND

ING

,WALK

,&

TERRACE

WIRE TRELLISK5.1

7"

4'-0

"

3'-0"

7'-3

"

5 STONES(SPACE EVENLY)

4'-6"TYP.

R3'-2"

C LDO

CK&

LAW

N

25'-1"

CLLAWN & POOL

HOUSE

3 EQ. STONES

STONELANDING

G5.1

2 E

Q. STO

NES

EQ. O

PP. TY

P.

12"

TYP.

23"

TYP.

42"

3 EQ. STONES

R4'-0"

3'-7

"41'-6

"

R38'-0

"

18'-0

"

NEW COBBLESTONECURB, TYP. (SEE SPEC.)BIT. CONCRETEW/ CHIPSEAL

A5.1

BIT. CONCRETEW/ CHIPSEAL

A5.1

C LD

OO

R,

LAND

ING

& W

ALK

1'-1

1"

3'-0"

ELECTRICAL OUTLET

POOLHOUSEBLOWUP

B5.4

2'-0"

BRICK PAVING INTERLACERUNNING BOND AT CORNER

SOLDIER COURSE AT ENDOF WALK AS SHOWN

BRICK PAVING, PROVIDESOLDIER COURSE AT ENDOF WALK AS SHOWN

STONELANDING

G5.1

R3'-2

"

BIRD BATH(SEE SPEC)

IRRIGATION SPIGOT,TYP. (SEE SPEC.)

FOUNTAIN (SEE SPEC.)CENTER ON LANDING

1'-8"

ALIGN

3'-2"

(EXISTING TO BE UPGRADED)

2'-6

"

20'-10"

3'-1

"

17'-0"

C L

TYP.

TYP.

TYP.

24"

TYP.

29"TYP.

TYP.

L-2.2

Layout & Materials Plan

16'

DRAWING NUMBER

8'

0412PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

For Pricing

September 6, 2012

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" PT

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE

0' 4'


WETLAND SCIENTIST


PROJECT TEAM

SURVEYOR




CLIENT

LANDSCAPE ARCHITECT

ARCHITECT


MA

TCH

LIN

E

+

EDGE

OF

WET

LAND

WF#3

WF#2

DOCKA5.2

MOW LINE

WIRE FENCETYP.

A5.3

5'-0

"TY

P.

BASELINE 'D'PL CORNER TO

PL CORNER

CLDO

CK&

LAW

N

BASE

LINE

'D'

PL C

ORN

ER T

O

PL C

ORN

ER CLBOAT& LAWN

22'-4

"

22'-4

"

MOW LINE. LAWNSYMMETRICAL ABOUTCENTER LINES

6'-4"

90°

6'-4"

CL

5'-0"TYP.

11'-8

"

13'-1

1"15

'-10"

17'-3

"

18'-3

"

19'-0

"

19'-3

"

19'-3

"

18'-1

0"

18'-0

"

16'-1

1"

15'-4

"

13'-4

"

10'-1

1"

8'-0

"

4'-5

"

4'-1

1"

9'-1

1"

15'-0

"

20'-0

"

24'-3

"

29'-9

"

31'-4

"32

'-4"

6"TY

P.

9'-5

"

15'-6"

2'-2

"

TYP.9'-0

"

4'-1

1"

BOAT STORAGE

PATH &

GATE

TYP.

SEE SPEC. FORLAYOUT OFELLIPTICAL LAWN

TYP.

TYP.

POIN

T A

27'-1

0"

4'-0

"7'-3

"

3"x3" GRANITE MARKERS TOSHOW MOW LINE LOCATION,TYP. (SEE SPEC.)

CLDO

CK&

LAW

N

R6'-0

"

4'-3"

7'-0"

IRRAGATION SPIGOT,TYP. (SEE SPEC.)

27'-5

"

L-2.1


16'

DRAWING NUMBER

8'

0412PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

For Pricing

September 6, 2012

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" PT

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE

0' 4'


WETLAND SCIENTIST


PROJECT TEAM

SURVEYOR




CLIENT

LANDSCAPE ARCHITECT

ARCHITECT


MA

TCH

LIN

E

grading plan layout & materials plan

rb

page | 39 page | 40

CAPE COD RESIDENCEOrleans, MassachusettsDan Gordon Associates | Winter 2012

Permitting and site planning for a coastal estate locating in the heart of Cape Cod provides the homeowners with better use of their site. Construction documentation was developed in collaboration with the architect and client. My role on the project was in the design development phase working with a project manager to create a construction document package.

L-5.3

Site Details

176 Quanset RoadOrleans, Ma 02653

Kathie Whitaker

EnvironmentalWilkinson Ecological11 Rayber Rd.Orleans, MA. 02653Tel 508-255-1113

Architectural Design Incorporated62 Route 6AOrleans, MA 02653Tel 508-255-0606

Civil Engineer

Architect

Ryder & WilcoxPO Box 439S. Orleans, MA. 02662Tel 508-255-8312

DRAWING NUMBER

PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

DESCRIPTION

DATE OF ISSUE

As Shown DD

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE

PROJECT TEAM

Dan K. Gordon Associates, Inc.267 Washington Street Suite 6Wellesley, MA 02481Tel. 781.237.5751Fax. 781.235.6349dg@dangordonassociates.comwww.dangordonassociates.com

LANDSCAPE ARCHITECT

WhitakerResidence

PROJECT NAME

For Construction

July 26, 2012

Max MakowskyTel: 508-241-4197Email: [email protected]

Project Manager

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

WOOD DECK - PLANSA

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

WOOD DECK THROUGH JOIST - SECTIONB

TYP. 6X6 POST

TYP. GALV. STEELPOST ANCHOR

3000 PSI/ 28 DAYMONOLITHIC CONC.FOOTING/ PIER

FINISHEDGRADE

BIGFOOT SYSTEMS BF20PREFABRICATED CONCRETEFOOTING FORM

UNDISTURBED/COMPACTED SUBGRADE

8"TYP.

8" CONSTRUCTION TUBECONCRETE FORM

45° CHAMFER, TYP.

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

WOOD DECK TYP. PIER / FOOTING - SECTIONC

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

WOOD DECK THROUGH BEAM - SECTIOND

B5.3

E5.3

DECKING SHALL RUNPARALLEL WITH SOUTHFACADE OF RESIDENCE

1X4 DECKING, SEE SPEC.

1X12 CURVED FASCIA, SEE SPEC.

RADIAL GRANITE CURB, SEE SPEC.

C.P.

D5.3

C5.3

6 X 6 POST (TYP. OF 11)SEE SPEC.

RADIAL GRANITE CURB,SEE SPEC.

BUILD OUT RADIUS W/ WOODBLOCKING/PLYWOOD SECUREDTO BEAM AS NEEDED (TYP.)

2X10 JOIST (16" O.C. TYP.)SEE SPEC.

(2) 2X10 BEAM (TYP.)SEE SPEC.

2X10 BLOCKING (TYP.)SEE SPEC.

CONCRETE PIER (TYP.)

1x12 FASCIA SEE SPEC.

CLPOST

F.G. (SEE PLAN)

ANITIQUE GRANITECOBBLESTONE PAVING SWEEPJOINTS FULL WITH STONEDUST. (SEE SPEC.)

3/4" COMPACTED DENSEPACK GRAVEL BASE


1" MIN. STONE DUSTSETTING BED

BUTT TIGHT JOINTS

FINISHED GRADE SEE PLANFOR MATERIALS

+/- 4"

PAVING, SEE PLAN FORMATERIALS

ZERO SLUMP CONCRETECRADLE

JUMBO ANTIQUE COBBLE SET ONEDGE (4" X 7" X 10"). SET COBBLEBUTT TIGHT TO ADJACENTCOBBLE W/ NO MORTAR JOINTBETWEEN STONES.

UNDISTRUBED/COMPACTEDSUBGRADE

B.C./F.G.(SEE PLAN)

T.C./F.G.(SEE PLAN)

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

COBBLESTONE CURB - SECTIONG

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

COBBLESTONE PAVING - SECTIONH

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

COBBLESTONE PAVING - PLANI

BUTT TIGHT JOINT WITHSTONE DUST SWEPT FULL (SEE SPEC.)

ANITIQUE GRANITE COBBLESTONEPAVING IN RANDOM PATTERN.SWEEP JOINTS FULL WITH STONEDUST. (SEE SPEC.)

ANTIQUE GRANITECOBBLESTONE BAND SWEEPJOINTS FULL WITH STONEDUST. (4 COURSE WIDTH TYP.)(SEE SPEC.)

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

MONOLITHIC MOSAIC BLUESTONE STAIR - SECTIONF SCALE: 1-1/2"=1'-0"

PEASTONE PAVING - SECTIONJ

F.G. (SEE PLAN)


STONE DUSTSETTING BED

38" PEASTONE

(SEE SPEC.)

COMPACTEDDENSE PACKGRAVEL BASE

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

WOOD DECK AT GRANITE CURB - SECTIONE

12"

RADIAL GRANITE CURB,SEE SPEC.

(2) 2X10 BEAM SECUREDTO POST AS NECESSARYWITH ANCHOR PLATES

TYP. GALVANIZEDSTEEL POST ANCHOR

TYP. CONC. PIER

2X10 JOIST FASTENED TOBEAM W/ JOIST HANGER

6X6 POST(SEE PLAN FOR LOC.)

DECK ELEV./ SEE PLANALIGN

1X12 CURVED FASCIA,SEE SPEC.

BLOCKING/ PLYWOODALONG CURVE AS NEEDED

F.G.SEE PLAN

F.G./ VARIES SEE PLAN FOR ELEV.

TYP. GALVANIZED STEEL POST ANCHOR

TYP. CONC. PIER

1 X 4 DECKING

DECK ELEV./ SEE PLAN


2X10 JOIST FASTENED TOBEAM W/ JOIST HANGER(16" O.C. TYP)

(2) 2X10 BEAM (TYP.) SECUREDTO POST AS NECESSARY W/ANCHOR PLATES

1 X 4 DECKING,SEE SPEC.

1X12 CURVED FASCIA, SEE SPEC.BLOCKING/PLYWOOD ALONGCURVE AS NEEDED

(2) 2X10 BEAM SECURED TO POST ASNECESSARY WITH ANCHOR PLATES

F.G./ VARIES SEE PLAN FOR ELEV.

TYP. GALVANIZED STEEL POST ANCHOR

TYP. CONC. PIER

CL

2X10 JOIST FASTENED TOBEAM W/ JOIST HANGER


DECK ELEV./ SEE PLAN

6"POST +/-

08/07/12


Schematic Plan - Design DevelopmentWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker Residence176 Quanset Road Orleans, MAApril, 23 2012

NO

RTH

Driveway

Auto Court

Top of BankDeck

GarageFG +/-16.00

Lawn

32’

Scale: 1” = 16’-0”

0’ 8’ 16’

Ex. Deck

Lawn

Monolithic Stair w/ cheek wall

Legend

J

BCDEFGH

Annabelle Hydrangea

Creeping Juniper

Fieldstone Retaining Wall

Carolina Rose

Sweetbay MagnoliaIJ

Oakleaf Hydrangea

A

A

DC

FI

HG

E

B

K

Cobble Stone Threshold / Landing

Natural Stone Steppers w/ Grass Joints

Virginia Sweetspire & Verginia CreeperInkberry Holly

J

ResidenceFG +/- 26.00

Deck



NO

RTH


Driveway

Auto Court

Top of BankDeck

GarageFG +/-16.00

Lawn

Deck

32’

Scale: 1” = 16’-0”

0’ 8’ 16’

Ex. Deck

Lawn


Legend

J

BCDEFGH

Annabelle Hydrangea

Creeping Juniper


Carolina Rose

Sweetbay MagnoliaIJ

Oakleaf Hydrangea

A

A

DC

FI

HG

E

B

K




J



NO

RTH


Driveway

Auto Court

Top of BankDeck

GarageFG +/-16.00

Lawn

Deck

32’

Scale: 1” = 16’-0”

0’ 8’ 16’

Ex. Deck

Lawn


Legend

J

BCDEFGH

Annabelle Hydrangea

Creeping Juniper


Carolina Rose

Sweetbay MagnoliaIJ

Oakleaf Hydrangea

A

A

DC

FI

HG

E

B

K




J

page | 42page | 41

RESIDENCE

EX. DECK

PRIMARY LIMIT OF WORK

SECONDARY LIMIT OF WORK

AC AC AC AC

GEN

PROPOSED BED LINE, TYP.

LAWN

WOOD DECKA5.3

LAWN

J5.3

G5.3

PROPOSED BED LINE, TYP.

BLUESTONEMONO. PAVING

F5.3

G5.3

PROPOSEDBED LINE TYP.

H5.3

FOOTSHOWER

B5.4

CL DOOR &STEPPER

CL DOOR & WALK

2'-3" TYP.

17

'-7"

BLUESTONEMOSAIC PAVING

G5.2

11

'-0"

R19'-0"

R22'-3

"R2

5'-3

"

TRANSITION LAST SECTION OFFENCE TO ALIGN WITH GUARDRAIL POST AS SHOWN

GUARD RAIL(BUILDERCONTRACT)

ALIGN

ALIGN

BASEL

INE

B

F.O

.W.


G5.2

22'-0"

R6'-0

"

12

'-0"

12

'-0"

+/- 1'-4"

+/- 3'-0"

ALIGN

ALI

GN

ALI

GN

BASEL

INE

B

F.O

.W.

TYP.

COBBLESTONECURB

G5.2

F5.1

3'-5

"

A5.1

F5.3A

5.2

B5.1

B5.1

C5.1

R=1'-9"

R=6'-0"

BASELINE A GARAGECL

E5.1

3'-6

"

3'-6"

CLCOLUMN & BAND

CLCOLUMN & BAND

CLCOLUMN & BAND EXPANSION

JOINT, TYP.

4 EQ.2 EQ.3 EQ.3 EQ.

TYP.

JOINT,TYP.CL

2'-0" 2'-0"TYP.

+/-3"

+/-3"

41'-0"4'-0"

D5.1

CL WALL ISPIERCL

BAND

3'-6"

WET-SET MOSAICBLUESTONE PAVINGBETWEEN BANDS

BAND

TYP.

CL WALL ISPIERCL

3'-7

"


G5.2


G5.2

D5.1

BASELINE C

48

'-0"

21

'-5"

21

'-3"

20

'-0"

17

'-7"

13

'-11

"

8'-6"10'-0"TYP.

+/-1

5'-1

0"

12

'-5"

+/-3'-1"

40'-6"

R15'-8"

9'-6

"ALIGN

2'-6

"PI

ER

+/-

4'-0"

+/-6"F.O.W.

CLPIER

11

'-1"

G5.3

CENTEROF DECK

10'-4"

FIELDSTONE RISERVENEER (SEE SPEC.)

WET-SET MOSAICBLUESTONE PAVINGBETWEEN BANDS

FIELDSTONE RISERVENEER (SEE SPEC.)

CL WAL

K

DRIP STRIPG5.1

8'-1

0"

5'-7

"

4'-1

1"

6'-1

1"

24"

D5.1

D5.1

R8'-7

"

WALL#6

END OF RETAININGWALL

BASELINE EF.O.W.

18'-5"

BASEL

INE

DF.

O.W

.

E5.2

10'-0"BASEL

INE

DF.

O.W

.

IRRIGATIONSPIGOT

H5.2 I

SPIGOT FROMBUILDING

H5.2I

26'-5"

1'-6

"TY

P.

I5.3

R7

'-0"

50°

140°

14"

17"

14"

16"

4'-3

"

I

3'-6

"

FLAGPOLE, SEE SPEC.

BOCCE COURT

D5.4

C5.4

BLUESTONESTEPPER

E5.2

STONE SHOWERGRATE

D5.4

A5.1

DRIP STRIP

MASONRYLANDING

ALI

GN

L-2.1


16'

DRAWING NUMBER

8'

PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" DD

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE


LANDSCAPE ARCHITECT

WhitakerResidence

PROJECT NAME

0' 4'

For Construction

July 26, 2012


Kathie Whitaker



Civil Engineer

Architect


PROJECT TEAM


Project Manager

08/07/12

RESIDENCE

EX. DECK

PRIMARY LIMIT OF WORK

SECONDARY LIMIT OF WORK

AC AC AC AC

GEN

25

24

23

21

18

19

20

++

++

+

+

+

++

TS 19.54BS 17.50

TC 17.41BC 16.91

TC 17.25TS 17.41BS 16.91

TC 17.41

++

++

FFF +/- 27.12BS 26.62

TS 26.54BS 26.04

++

++

FFF +/- 27.12BS 26.62

TS 26.54BS 26.04

++

+

++

+

+++

++

+ +

+ +

++

FBF +/- 18.00BS 17.48

TS 26.54BS 26.04

TW +/- 25.00 (EX.)BW +/- 25.00

LP SLAB 17.00FG 17.00

FBF +/-18.00BS 17.50TS 17.41

BS 16.91

TS 26.54BS 26.04

+

++

+ +FBF +/- 18.00BS 17.48

++

TW 16.90BW 15.00

++TW 19.25

BW 17.25

BW +/- 7.00 (EX.)

+

+

+

++

TP 20.04FG 17.75

+

+

TS 20.61BS 19.60

+

TP 21.11

+

+TS 22.86BS 20.83

++

TS 25.11BS 23.08

+TP 21.11TW 20.61

+

FG 17.50

++

TS 17.41BS 16.91

+

TC 17.41

+TC 17.16BC 16.91

+

LP SLAB 17.00FG 17.00

TW 26.20BW 17.25

+

+

++

++

+

++ +

TC 17.16BS 16.91

TC 17.41BC 16.91

TW 19.25BW 17.25

++

+

BW 16.90

+ FFF +/- 27.12BS 26.62

++ BS 17.50

+19.60

24

23

22

21

20

19

17

2526

+25.85

+TC 17.00BC 16.75 +

+

TW 16.25

+

TC 17.00BC 16.75

+

+ +

TW 17.25TP 19.75

++ TC 17.16BC 16.91

+

+TC 17.41BS 16.91

TC 17.16BC 16.91TC 17.25

++

TC 17.16BC 16.91

++25.85

+25.85

17

14

15

26 26

+TD 24.50BS 24.50

TP 19.75

+

+ 16.91

+

RIM 16.67SEE SPEC.

+RIM 16.67SEE SPEC.

16

15

16

17

+TC 20.61

24

23

22

21

DRY WELL(SEE SPEC.)

4"

6"

25.94

PROVIDE OVERFLOWCOBBLESTONE RUNNEL &WALL SCUPPER

+

OVERFLOW TODAYLIGHT

+

+

+TS 17.42BS 16.90

+

TW 16.90BW 12.00

+

+RIM 25.65SEE SPEC.

+

+

DRY WELL(SEE SPEC.)

SWAL

E

+

PROVIDESMOOTH WALLTRANSITION

+

24

+

C.B.SEE SPEC.

C.B.SEE SPEC.

RIM 25.65SEE SPEC.

25

CONNECT DRIP-STRIPDRAINS & DAY LIGHTTHROUGH WALL

PROPOSEDBED LINE TYP.

4"4"

4"

4"

+

16.25

SW

ALE

L-3.1

Grading Plan

16'

DRAWING NUMBER

8'

PROJECT #

PLAN SCALE

FILE NAME

DRAWN BY

DESCRIPTION

DATE OF ISSUE

1/8"=1'-0" DD

DRAWING INFORMATION

DRAWING TITLE

5

43

REVISIONS

21

DATE


LANDSCAPE ARCHITECT

WhitakerResidence

PROJECT NAME

0' 4'

For Construction

July 26, 2012


Kathie Whitaker



Civil Engineer

Architect


PROJECT TEAM


Project Manager

08/07/12

grading plan layout & materials plan

rb

page | 43 page | 44

EAST TENNESSEE RESIDENCESevierville, TennesseeHedstrom Design | Summer 2008

An estate sited on the Upper Mystic River is provided with numerous amenities for each family member. Construction documentation was developed in collaboration with the architect and client. My role on the project was in the design development phase working with a project manager to create a construction document package focused particularly on the expnasion of existing plantings Photographs courtesy of Hedstrom Design

rb

page | 45 page | 46

HAND GRAPHICSSpring 2008-Spring 2013

private

semi-private

public

REFERENCES+Dan Gordon, ASLA, RLAPrincipalDan Gordon Associates267 Washington StreetSuite 6Wellesley, [email protected]

Michael DavidsohnSenior LecturerDepartment of Landscape Architecture and Regional Planning 106 Hills North University of Massachusetts 111 Thatcher Road, Office 1 Amherst, MA [email protected]

Sara Hedstrom Pinnell, ASLA, RLA, LEED APPrincipalHedstrom Design Landscape Architecture, LLC130 West Jackson AvenueSuite 10 4Knoxville, Tennessee [email protected]

rb RYAN BALLlandscape architecture | design

1605 Pinebark Drive Knoxville, TN 37931

865.661.5733 | [email protected]

Documents

Ryan Ball Portfolio