Ryan Ball Portfolio

SELECTED WORKSRYAN BALL

EDUCATION

EXPERIENCE

HONORSPROFICIENCY

RYAN BALLRYAN.P.BALL@G

MAIL.C

OM

865.661.5733

MASTER OF LANDSCAPE ARCHITECTURE UNIVERSITY OF MASSACHUSETTS, AMHERST, MA

BACHELOR OF PLANT SCIENCESLANDSCAPE DESIGN CONCENTRATIONUNIVERSITY OF TENNESSEE, KNOXVILLE, TN

STUDY ABROAD PROGRAMFRANCE AND ITALY GARDEN TOURS UNIVERSITY OF GEORGIA, ATHENS, GA

MERIT AWARD IN COMMUNICATION CHAPIN TERRACEBOSTON SOCIETY OF LANDSCAPE ARCHITECTS

OLMSTED SCHOLAR UNIVERSITY OF MASSACHUSETTS AMHERSTLANDSCAPE ARCHITECTURE FOUNDATION

AWARD OF EXCELLENCEURBAN WILDERNESS & HISTORIC CORRIDORKNOXVILLE METROPOLITAN PLANNING COMMISSION

PI ALPHA XI UNIVERSITY OF TENNESSEEHORTICULTURE HONOR SOCIETY

ACROBATAUTOCAD ARCGIS EXCELILLUSTRATORINDESIGNPHOTOSHOPPOWERPOINTSKETCHUPVECTORWORKS WORD

DAN K. GORDON ASSOCIATESLANDSCAPE DESIGNER

UNIVERSITY OF MASSACHUSETTSTEACHING ASSISTANT POSITIONSRESEARCH ASSISTANT POSITIONS

CITY OF NORTHAMPTON OFFICE OF PLANNING AND DEVELOPMENTSTUDENT INTERN

HEDSTROM DESIGN LANDSCAPE ARCHITECTURE, LLCLANDSCAPE ARCHITECT INTERN

EAST TENNESSEE COMMUNITY DESIGN CENTERLANDSCAPE ARCHITECT INTERN

THRESS NURSERY GARDENSSALES/MAINTENANCE

09.-12.

04.-08.

06.

.12-.13

10.-12.

10.

09.

08.-09.

05.-08.

12.

12.

10.

05.-08.

TABLE O

F CONT

ENTS

PROFESSIONAL WORK

MCGRATH HIGHWAY

CHAPIN TERRACE STORMWATER PARK

SIX CORNERS NEIGHBORHOOD

NORTH AMHERST HOUSING

URBAN WILDERNESS

HAND GRAPHICS

AMHERST RESIDENTIAL

PROFESSIONAL [3-8]WATER [9-10]HEALING [11-14]URBAN [15-16]PLANNING [17-18]RESIDENTIAL [19-20]HOUSING [21-22]PLANNING [23-24]GRAPHICS [25-26]

TALOQAN MEDICAL COMPLEX

PROFESSIONAL WORKAn 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.

Firm: Dan K. Gordon AssociatesWellesley, MA

[3] 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 24, 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

J

FFFFF

EEEEE

IIIII

DDDDD

Ever

ett

Ave

.

Canoe & Kayak Storage

AAAAA

BBBBB

HHHHH

JJJJJ

Secondary Grass Walk to Lawn

UpperMysticLake

GGGGG

Lawn

[4]

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

" PVC

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'

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]

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


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

L-5.5

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


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)

GREATER BOSTONRESIDENTIAL PROJECT

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


WETLAND SCIENTIST


PROJECT TEAM

SURVEYOR




CLIENT

LANDSCAPE ARCHITECT

ARCHITECT


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

Firm: Dan K. Gordon AssociatesWellesley, MA

[5]

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'-1

1"

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

Layout & Materials 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

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

0' 4'

For Construction

July 26, 2012

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

PROJECT TEAM

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

Project Manager

08/07/12

RESIDENCE

EX. DECK



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

L-5.3

Site Details


Kathie Whitaker



Civil Engineer

Architect


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


LANDSCAPE ARCHITECT

WhitakerResidence

PROJECT NAME

For Construction

July 26, 2012


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



5 IG2 IVL

3 JV

3 CV

3 MV

4 MP

5 IG

5 IVL

180 AU

1 MV

8 CV

6 CAS3 IVL 2 CL

2 IVL

6 MP

42 IG

5 CA

4 IU

4 CV

3 IVL

5 CV

2 EP

4 AC2 EP

4 CV

6 AC3 PD10 GS5 PP

7 CV

5 AS

5 PD

4 EC

150 AU

2 PV

1 PV

1 WF1 WF

4 SL

2 SL

1 RC

1 RC2 RC

7 SL

8 IVL

LAWN

19 CP

17 CV

10 RC

12 JH

21 CP14 CV

12 EP6 CA

6 MP

T-2

T-6

(9) 2-C

(1) 2-B(3) 3-D

120V

120V

TO DRIVEWAY &ADDRESSBOULDER LIGHTING

E

ELECTRICALOUTLET

13 JH

NG*

A5.2

T-5

L-H

(2) 6-G

RESIDENCE

EX. DECK

AC AC AC AC

GEN

21 DP

70 DP

3 IVL

7 IG

11 IVL

4 HA

3 EC24 CP

4 EP

7 AS52 CP

5 AC

6 GS5 CV6 AC 7 PP

6 PD

34 CP

LAWN

1 RC

6 HA

2 RC

5 IG

ELECTRICAL PANEL

(4) 5-E3 VT

7 PP

LAWN

LAWN

5 PQ

&

HUNZA: STEP LITE LOUVRE SQ.20& PRISMATIC LENS

1B

TRANSFORMER

LOW VOLTAGE LIGHTING & ELECTRICAL LEGEND / SCHEDULE

20 KIM LTG. SCARAB W/ SPEAR MOUNTA KLV715NB, PL71, KLV400, AGS71NB

QTY.WATTAGE NOTES

T-#

TRANSFORMER (T)OR LINE VOLTAGE (L)/SCENE NUMBER(#) #-X

FIXTURESYMBOLS

KEY MODEL #

FIXTURE KEYTRANSFORMER/ SCENEQUANTITY

NOTE:ELECTRICIAN SHALLCOORDINATE SWITCH,PHOTOCELL AND TIMERLOCATIONS W/ HOME-OWNER&

1

1130/#30/XE10C-20POND/W-SS

20SLLUSQ-COP-CANSS

C TEKA: PATH LIGHTD

9

EHUNZA POND/WKIM: MINI VAULT

34

2020

1T-2

QTY.WATTAGE NOTESSCENE MODEL #

T-3T-4

1

T-51 1

FIXTURE SCHEDULE (OR APPROVED EQUAL)

TRANSFORMER SCHEDULE / SCENE (OR APPROVED EQUAL)

T-1 TBC303-15 (DIRECT BURIAL)

100100 300

200

KIM TRANSFORMERKLV605ML100THB

KLV600ML100THB

LTV766-L12-HL73

E EXTERIOR GFCIDOUPLEX OUTLET(PROVIDE SAMPLEFOR APPROVAL)

INTERMATIC TRANSFORMERINTERMATIC TRANSFORMERKIM TRANSFORMER

F DREAMSCAPE DOWN LIGHT35MESA-DL-126-EXT-B-704-3-261G 35

19

2

T-6 1300TBC303-15 (DIRECT BURIAL) HADCO TRANSFORMER

300 HADCO TRANSFORMER 1

T-7 TBC603-12 (DIRECT BURIAL) 600 HADCO TRANSFORMER 1

NOTE: SWITCH / SET TIMER FOR T-1 & T-7 TO POWER ON / OFF TOGETHER.

TREE MOUNT M08-C36000- AGEVISION 3: FLOODFL1B-AGE-C4-K2-04-L3-0-H1

H KIM: MINI VAULT50LTV761 HS60 (LOUVER) 1

& &

L-4.1

Planting 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

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

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

NO

RTH

ResidenceFG +/- 26.00

Driveway

Auto Court

Top of BankDeck

GarageFG +/-16.00

Lawn

Deck

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

CAPE COD, MAPRIVATE RESIDENCE

PROFESSIONAL WORK

[6]

4"PVC

EXISTING#56 UNIT

FF 164.49

EXISTING#58 UNIT

FF 164.08

EXISTING#60 UNITFF 160.91

EXISTING#62 UNIT

FF 160.83

EXISTING#64 UNIT

FF 157.26

EXISTING#66 UNIT

FF 157.34

EXISTING#68 UNIT

FF 158.83

DECKDECKDECK

6"PVC

6"P

VC

SMHRIM=156.16'PAVED OVER

PATC

H

PATC

H

DCBRIM=155.22'INV.OUT=152.82'

37,814 SQ.FT.0.87 ACRES

MAP 136, LOT 93

8"SEWER MAIN

6"WATER MAIN

PRO

PERTY

LIN

E

PRO

PERTY

LIN

E

T

S

S

S

S

SSSSSS

S S S S S S S S S S S S S S S S

WWWWWWWWWWWWWWWWWW

WW

WW

W

WW

WW

UGE UGE UGE

S

AC AC

LIMIT OF WORK -TOE OF SLOPE

BIT.CONC.PAVING

A5.1

COBBLESTONECURB

MASORYPIER

H5.1

MASONRYPIER

H5.1

BIT.CONC.PAVING

BIT.CONC. CURBSEE SPEC.

BIT.CONC.PAVING

BLUESTONEPAVING

BLUESTONEPAVING

BLUESTONEPAVING

B5.1

BLUESTONEPAVING

BLUESTONEPAVING

COBBLESTONEPAVING

G5.1

F5.1

R=±6'-1"

R=±6'-1"

R=

±5'-4"

11'-0"TYP.

ALIGN EDGE OFPAVING W/ EDGEOF TRIM TYP. ATGARAGE DOORS



5'-6"

17'-0"MAX.

33'-6"AT GUTTER

BASEL

INE

A

F.O

.W.

ALI

GN

5'-6"

CLPIER

CLPIER & RIM

28'-0" AT P.L.

R=3'-9"

PROP. STOCKADEFENCE, SEE SPEC.

EX. STOCKADEFENCE TO REMAIN,

BASELINE B F.O.W.

9'-7

"2

7'-3

"

R=3'-5

"

2'-8

"

1'-6

"

ALIGN

ALIGN

20'-0"

B

ASEL

INE

CED

GE

OF

TRIM

/ PA

VIN

G

5'-0"

COBBLESTONECURB

ALIGN(BOTH PIERS)

5'-6"

± 35

"

R=±32"

R=±

28"

R=±31"

7'-0

"9

'-6"

R=42"

ALIGN ALIGN ALIGN ALIGN

ALI

GN

ALI

GN

ALI

GN

ALI

GN

ALI

GN

ALI

GN

R=42"

R=48"

11

"

24"

3'-0

"

3'-0

"

3'-0

"

3'-0

"

3'-0

"3'-0

"

CLDOOR &LANDING

1'-9"

2"

±5

'-0"±

5'-0

"

±5

'-0"

BLUESTONEPAVING

±5

'-0"

BLUESTONEPAVING

±5

'-0"±

5'-0

"

±5" B/W EDGE OF DOOR TRIM & EDGE OF POST

±3

6"

(EX.

)

2'-2

"

COBBLESTONEPAVING

D5.1

BIT.CONC.PAVING

ALIGN

ALI

GN F

.O.W

& R

IM

CLCHIMNEY & RIM

8'-7

"

3'-8

"

CLCHIMNEY & RIM

3'-6

"

CLCHIMNEY & RIM

30

"

30

"

UTILITY SLEEVESTYP. SEE SPEC.

UTILITYSLEEVESTYP. SEESPEC.

BIT.CONC. CURBSEE SPEC.

GUARDRAILSEE SPEC.

GUARDRAILSEE SPEC.

5'-0

"5

'-0"

5'-0

"5

'-0"

NEW / MODIFIEDDECK, SEE SPEC.

EQ. EQ. EQ.

4'-9"

G5.1

F5.1

F5.1

B5.1

B5.1

B5.1

B5.1

B5.1

B5.1

F5.1

A5.1

A5.1

A5.1

D5.1

C5.1

C5.1

LANDING J5.1

ADDRESSPLAQUE

STONE SURFACINGTYP. SEE SPEC.

BIT.CONC.PAVING

A5.1

C LRIM

EQ. EQ.

BLUESTONEPAVING

B5.1

BRICKPAVING

E5.1 3

'-0"

4'-0"

8"

RELOCATED SHED,SEE SPEC.

4'-0

"TY

P.

ALIGN

ALIGN

NEW MUD RM.LANDING SEE SPEC.(SIMILAR TO J-5.1)

±3

'-3"

(SIMILAR TO J-5.1)

9'-0"

SHED(96 SF)

LAWN (TYP.)

BED LINE

LAWN (TYP.)

LAWN

L-2.1

Layout & Materials Plan

DATE OF ISSUE

DRAWING NUMBER

PROJECT #

PLAN SCALE

For ConstructionDESCRIPTION

1/8"=1'-0"

1811FILE NAME

DRAWN BYDD / AH

DATE

August 31, 2012

DRAWING INFORMATION

4

DRAWING TITLE

5

REVISIONS

321

0' 8'4' 16'

PROJECT TEAM

Linden CrestCondominium56-68 Linden StreetWellesley, MA 02481

CLIENT


Linden CrestCondominium

PROJECT NAME

LANDSCAPE ARCHITECT

SurveyorMetrowest Engineering, Inc.75 Franklin StreetFramingham, MA 01702Tel: 508.626.0063Fax: 508.875.6440

NO

RTH

September 18, 2012September 28, 2012

STEPS

F.F.E. 164.49

G.F.E.=164.09'

G.F.E.=164.08'

SMHRIM=163.47'INV.IN=160.82'INV.OUT=160.62'

4"PVC

G.F.E.=160.91'

G.F.E.=160.83'

G.F.E.=157.26'

G.F.E.=157.34'

EXISTING#56 UNIT

FF 164.49

EXISTING#58 UNIT

FF 164.08


EXISTING#62 UNIT

FF 160.83

EXISTING#64 UNIT

FF 157.26

EXISTING#66 UNIT

FF 157.34

EXISTING#68 UNIT

FF 158.83

DECKDECKDECK

SMHRIM=156.92'INV.IN=152.52'INV.IN=1152.47'(SMH)INV.OUT=152.27'

6"PVC

6"P

VC

SMHRIM=156.16'PAVED OVER

PATC

H

PATC

H

DCBRIM=155.22'INV.OUT=152.82'

167.4

161.6164.3

163.8

163.8166.0

165.5

165.3

165.4

165.8 163.9164.0 164.0 163.8

164.1

E.B.

E.B.

E.B.

159.8

160.3

159.6

158.3

158.5

157.5

157.4

157.2

156.6 156.7

156.5

156.7

156.2

156.1155.7

155.9

155.6

155.5155.6

157.2

158.2159.1

160.3

160.7

160.8

160.7

163.6 163.8 160.4

160.5

160.5 157.2

156.8

156.6

156.3

156.5

156.8

156.7

156.5

156.6155.9

155.8157.4

157.2

157.8

159.6

163.2

160.3

156.9

157.3

157.1

157.6

158.0

158.4

157.1

S 0

4°5

3'5

0" E

18

9.7

0'

S 0

4°4

9'2

3" E

18

8.6

8'

N 85°33'41" E200.00'

37,814 SQ.FT.0.87 ACRES

MAP 136, LOT 93

8"SEWER MAIN

6"WATER MAIN

* UNITS HAVE OIL FILL

+162.4

+

+

++

++

+

++

+

+

+ + +

+

+

++

+ +

+

+

++

+

+

+

+

+ +

+

+

+

+

+

+

+

+ ++

+

+

+

+

+

+

+

+

++

+

+

++

++

+

+ +

+

+

+

+

+

+

+

+

PRO

PERTY

LIN

E

PRO

PERTY

LIN

E

+

BS 164.00LANDING 161.22

++

BS 160.89LANDING 157.75

++

BS 157.37

++

++

F.F.E. 161.27BS 160.81

LANDING 164.46BS 163.96

++

F.F.E. 157.82BS 157.32

T

S

S

S

S

SSSSSS

S S S S S S S S S S S S S S S S

WWWWWWWWWWWWWWWWWW

WW

WW

W

WW

WW

UGE UGE UGE

D

D

D

+

S

+

F.F.E. 158.83

+F.F.E. 158.92

AC AC

4"

4"

4"

4"

4"

4"

4"

4"

4"4"

4"

6"

6"

8"

8"

8"

4"

6"

4"

4"

4"

4"

4"

4"

4"

4"


4"

4"

+

156.83+

156.77

+MEET EX.

+

+ +

+

MEET EX.±156.00

+

+ 157.32

+157.12

+ 157.17

+ TW 161.05

+

+

+TW 161.05

+160.61 +

+ 160.69+

+ TW 164.25

+TW 164.25

+163.76 +

+163.80+

+

+

TS 165.90BS 163.90 +

+

+ TW 165.90

+ +

+

+

+

+

+

±159.95 MEET EX.

TS 161.50BS 160.00

TW 162.50

TC 161.93BC 161.60

TW 158.50BW 157.50

MEET EX.

+

+

MEET EX.

TC MEET EX. TCBC MEET EX. FG



TC MEET EX. FG+ +

++


+

++



+

+

TC MEET EX. FGTC MEET EX. FG

+

156.73

+156.83

RIM 156.80+

+MEET EX.±157.10

+

+

+

156.83

156.80

157.10

157

157

156

+

INV. 154.30

+INV. 154.30

+

INV. 154.30

158

159

157

160

+163.87

161

163

164165

166

162

SWALE

SWALE

H.P.+

RIM ±MEET EX.+±4%

±4%

±4

%

RIM ±MEET EX.

+

±4

%

±4

%

±4

%

±4

%±4

%

±4

%

INV. 154.30

+

+

RIM160.67

+ INV. 157.67

±4

%

H.P.+

RIM ±MEET EX.

+

+ ++++

TC 161.83BC 161.50

TC 161.88BC 161.55

±161.50

+157

+

TW 162.00BW 157.75

+

BW 160.00

+

MEET EX.

MEETEX.

MEET EX.MEET EX.

MEET EX.

+H.P.

+H.P.

H.P.+

RIM ±156.30

+

158SWALE

+

INV. 154.30

+

INV. 154.30

+

+++

TC/BC 156.13MEET EX.±155.75

+

TC/BC 155.83

TC 156.00BC 156.00

DRY WELLSEE SPEC.

DRY WELLSEE SPEC.

M.H. / C.B.SEE SPEC.





TP 159.60BP 155.85

++

TP 160.25BP 156.50

++

INV. 161.99 INV. 158.58 INV. 155.22INV. 157.30

INV. 155.04

156.50EMITTER

155.90EMITTER

INV. 154.30

++ TS 155.30+

TS 156.5

INV. 155.30

INV. 155.1

INV. 155.60

+

+

INV.154.90

INV.154.90

BACKFLOWPREVENTER

BACKFLOWPREVENTER

BSMT. SUMPOVERFLOWEMITTER+

+

161.00

SWALE

+

MEET EX.(DECK)

+157.10

+ 157.05

+

MEET EX.±157.10(UNDER DECK)

+156.99

157

+

TC 156.28BC 155.95

TC 156.21BC 155.88

+

++ TC 156.58BC 156.25

L-3.1


DATE OF ISSUE

DRAWING NUMBER

PROJECT #

PLAN SCALE


1/8"=1'-0"

1811FILE NAME

DRAWN BYDD / AH

DATE

August 31, 2012

DRAWING INFORMATION

4

DRAWING TITLE

5

REVISIONS

321

0' 8'4' 16'

PROJECT TEAM


CLIENT



PROJECT NAME

LANDSCAPE ARCHITECT


NO

RTH



EXISTING#56 UNIT

FF 164.49

EXISTING#58 UNIT

FF 164.08


EXISTING#62 UNIT

FF 160.83

EXISTING#64 UNIT

FF 157.26

EXISTING#66 UNIT

FF 157.34

EXISTING#68 UNIT

FF 158.83

DECKDECKDECK

PRO

PERTY

LIN

E

PRO

PERTY

LIN

E

T

AC AC

2 IM

3 CS1 CA7 LS2 NF

50 LS

3 HA200 PT

4 NF23 LS1 IM

2 NF1 CA

5 LS

3 IG

1 CF5 HR

15 LS

140 PT

7 LS3 NF

15 LS

3 HA

1 CA

1 GT

1 HP3 CA5 NF

17 LS

11 TM

2 HA18 LS

6 IG1 AC

7 CS

5 IG

1 GT 1 GT5 TM

800 PT

2 HA

8 TM1 GT1 HP3 CA4 NF

20 LS

1 GT 15 TM400 PT

1 GT 1 GT11 TM

135 PT

15 LS

140 PT1 CF5 HR

3 IG15 LS

3 HA

1 CA

9 LS2 NF

4 NF

18 LS1 IM

1 CA2 NF6 LS

4 NF23 LS1 IM

1 CA

6 LS

2 NF

740 PT

580 PT

LAWN (TYP.)

220 PT

(4) 1-AT-1

BED LINE

LAWN (TYP.)

5 HR

10 LS 10 LS

LAWN

(12V)(12V)

(1) 1-BT-1

1B

LIGHTING & ELECTRICAL LEGEND / SCHEDULE

A

QTY.WATTAGE NOTES

(#) # - X

FIXTURESSYMBOL

KEY MODEL #

FIXTURE KEYTRANSFORMER / SCENEQUANTITY

NOTE:ELECTRICIAN SHALL COORDINATE SWITCH,PHOTOCELL AND TRANSFORMER / TIMERLOCATIONS W/ PROPERTY MANAGER / OWNERS.

4

FIXTURE SCHEDULE

20

KIM LIGHTING: MINIVAULT

HUNZA: STEP LITESLS - COP - SLCAN - DFL

LTV766 - HS60 - HL73 20

L-4.1

Planting Plan

DATE OF ISSUE

DRAWING NUMBER

PROJECT #

PLAN SCALE


1/8"=1'-0"

1811FILE NAME

DRAWN BYDD / AH

DATE

August 31, 2012

DRAWING INFORMATION

4

DRAWING TITLE

5

REVISIONS

321

0' 8'4' 16'

PROJECT TEAM


CLIENT



PROJECT NAME

LANDSCAPE ARCHITECT


NO

RTH


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

Schematic Plan - Alternative TwoLinden Crest CondominiumsLinden Crest CondominiumsLinden Crest CondominiumsLinden Crest CondominiumsLinden Crest Condominiums64 Linden Crest Wellesley, MAAugust 31, 2011

NO

RTH

PL

Unit 56

PL

Scale: 1” = 16’-0”

32’0’ 8’ 16’

Linden Street

Entry & Exit

Unit 58 Unit 60 Unit 62 Unit 64 Unit 66

Decorative Accent Paving

Field Stone Entry PierProposed Fieldstone Wall

Residence

Drive

GuestParking

Monolithic Granite Tread

Proposed Canopy Tree, Typ.

+155.60+158.85 +152.10

Flowering Tree, Typ.

Tie in w/ ex. storm drain

Tie in w/ ex.drainage

Evergreen Hedge

MIN

.


3/4" COMPACTEDGRAVEL BASE

1-1/2'' BITUMINOUS CONCRETEBINDER COURSE

1-1/2'' BITUMINOUS CONCRETETOP COURSE

6"

F.G.(SEE PLAN)

1'-0

"3

"

1'-0

"

FINISHED GRADE(SEE PLAN)

JUMBO (4"X7"X10")GRANITECOBBLESTONEPAVING (SEE PLANFOR PATTERN)SWEEP JOINTS FULLWITH STONE DUST.



MIN

.


10"ADJACENT PAVING(SEE PLAN FORMATERIALS)

4"

MONOLITHIC GRANITESTAIR, MORTAR TOFOOTING(SEE SPEC.)

(SEE PLAN)

UNDISTURBED/ COMPACTEDSUBGRADE

REINFORCED CONCRETEFOOTING (#4 REBAR12" O.C. THREE DIR. TYP.)

3"TYP.

2"

MIN

.

NOTE:1. RADIAL TREAD WIDTHS VARY(12" INSIDE & 20" OUTSIDE) SEE PLAN.2. SIZE OF TOP TREAD AT TRANSFORMER AS NOTED. T.S.

(SEE PLAN)

EQ.

RIS

ERS

(SEE

PLA

N)

MIN

.

4'-0

"

1'-1"

2'' BLUESTONEPAVING, SEE SPEC.



1'' STONE DUSTSETTING BED

1/2" STONE DUSTJOINTS SWEPT FULL,SEE SPEC.

F.G.(SEE PLAN)

1'-0

"

+/-

3"

MIN

.

MIN

.

F.G.(SEE PLAN)

3/4" FREE DRAININGCRUSHED STONEWRAPPED IN PERMIABLEFILTER FABRIC

1'-0"MIN.

1'-0

"M

IN.

1'-0"MIN.

2/3 HEIGHT(2'-0" MIN.)

COMPACTED 1-1/2"CRUSHED STONEBASE TO FULL FROSTDEPTH (4'-0" MIN.)


2"

TYP.

SELECT LARGE NATURALYFLAT STONES AS NEEDEDTO MINIMIZE JOINTSALONG TOP FACE OFWALL

T.W. ELEV.(SEE PLAN)

HEI

GHT

(VARIE

S S

EE P

LAN)

PROVIDE HEADERSTONES FULL WIDTH OFWALL EVERY 4 STONES

1-1/2" PVC WEEP 6'-0" O.C.(HOLD PIPE 3" BACK FROMF.O.W. PITCH TO DRAIN)

STONE WALL WITH FULLWIDTH MORTAR JOINTS.(SEE SPEC. FOR MATERIALAND CRAFTMANSHIP)

1'-3"N.T.S.

F.G.(VARIES SEE PLAN) ZEROBATTER AT EXPOSEDBACKSIDE OF PARAPET WALL

LINDENCREST

MIN

.

1'-0"

MIN.

1'-0

"

4"

FIELDSTONEPIER (SEE SPEC.FOR MATERIAL &CRAFTMANSHIP.)


FULLYCOMPACTEDTRAP ROCKTO FROSTDEPTH (4'-0"MIN.)

SOLIDMASONRYCORE

4" BLUESTONECAP SET ON1/2" MORTARSETTING BED,SEE SPEC.

SQUARE3'-0"

2"TYP.

ELEVATION

B.P. ELEV.(SEE PLAN)

BLUESTONE PLAQUE W/ 3" HEIGHTCARVED TEXT IN 'CENTURY' FONT.ALL TEXT SHALL BE PAINTED WITHBLACK LITHOCHROME PAINT. SETPLAQUE WITHIN FIELDSTONE FLUSHW/ FRONT FACE OF PIER. PROVIDESHOP DRAWING FOR APPROVAL BYL.A. SEE PLAN FOR LOCATION OFSINGLE ADDRESS PLAQUE.

T.P. ELEV.(SEE PLAN)

PIER &PLAQUE

10"

11

"

SECTION

6"

CL


+/- 4"



JUMBO COBBLE SET ONEDGE (4" X 7" X 10"). SETCOBBLE BUTT TIGHT TOADJACENT COBBLE W/ NOVISIBLE MORTAR JOINTBETWEEN STONES.


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

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

7"

+/-

CL

10

"

2X10 P.T. JOIST (12" O.C.)

2X12 FLOOR JOIST(ASSUMED)

F.F.E SEEPLAN FOR ELEV.

DECK ELEV. SEEPLAN FOR ELEV.

3/4" X 4-3/4" RISER AT BOTTOM STEP


4 X 4 P.T. POST BOXED OUTTO 5 12" SQ.

1-1/2" FILLER AS NEEDED

3/4" X 5-1/4" RISER TYP.

1" X 5 12" TREX DECKING TREADSTYP. (SEE SPEC.)

CONC. PAD FULL LENGTH OF STAIR

2X4 P.T. PLATE SECURED TO CONC.W/ 1/2" ANCHOR BOLTS 16" O.C.

2X10 DBL. P.T. BEAM2X10 P.T. STAIR LEDGER

2X12 P.T. STAIR STRINGERSTYP. +/-12" O.C.

TYP. STAIR HANGER

TYP. POST ANCHOR

TYP. CONC. PEIR(TO 4'-0" DEPTH)

1'-6"

CL2'-5"

1'-0"34" TYP.

TYP.

6"

8"TYP.

3 4"

TYP. JOIST HANGER

2X10 P.T. LEDGER SECURED TOBLDG. FRAMING (PROVIDE (2)1/2" X 6" GALV. LAG BOLTSSTAGERED16" O.C.)

1X6 P.T. FROST BLOCK(12" O.C.)

FLASHING ALONGFULL LENGTH OFLEDGER (SET ONBEAD OFSILICONE ALONGLEDGER)

1" X 5 12" TREX DECKINGTYP. (SEE SPEC. &MANUFACTURER'SINSTALLATIONRECOMMENDATIONS)

11 2"

TYP.

'JAMESTOWN' CELLULARVINYL POST, PICKET, &RAILING SYSTEM (SEE SPEC.)

4"

4"

4"

7"

3'-6"

F.G.SEE PLAN

3'-0

"

1"X 512" TREX DECKING

(SEE SPEC.)

4 X 4 P.T. POST BOXEDOUT TO 51

2" SQ.

2X10 JOIST (12" O.C. TYP.)(SEE SPEC.)

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

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



'JAMESTOWN' CELLULARVINYL POST, PICKET, & RAILSYSTEM(SEE SPEC.)

2X10 RIM JOIST (TYP.)(SEE SPEC.)

2X10 P.T. STAIR LEDGER


2X10 P.T. LEDGER

1X6 P.T. FROST BLOCK

FRAMING PLAN

DECKING PLAN


BAND, TYP. (SEE SPEC.)

EDGE OF BUILDING

I5.12X4 P.T. PLATE SECURED TO CONC.

W/ 12" ANCHOR BOLTS 16" O.C.

1" STONE DUSTSETTING BED

UNDISTURBED ORCOMPACTED SUBGRADE

316" BORDER GUARD STEELEDING (SEE SPEC.)

COMPACTED DENSEPACK BASE

BRICK PAVING ON EDGE.RUNNING BOND FIELD (SEESPEC.). SEE PLAN FORDIRECTION OF COURSING

BUTT-TIGHT JOINTS SWEPTFULL W/ STONE DUST6"

MIN.

1'-0

"

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

F.G.(SEE PLAN)

MIN

.

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

L-5.1

Details Plan

DATE OF ISSUE

DRAWING NUMBER

PROJECT #

PLAN SCALE


As Shown

1811FILE NAME

DRAWN BYDD / AH

DATE

August 31, 2012

DRAWING INFORMATION

4

DRAWING TITLE

5

REVISIONS

321

PROJECT TEAM


CLIENT



PROJECT NAME

LANDSCAPE ARCHITECT


A BITUMINOUS CONCRETE PAVING - SECTIONSCALE: 1 1/2"=1'-0"

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

DRY SET BLUESTONE - SECTIONB

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

COBBLESTONE PAVING - SECTIOND

GRANITE MONOLITHIC STAIRS - SECTIONG SCALE: 3/4"=1'-0"

STONE GRAVITY WALL - SECTIONSCALE: 3/4"=1'-0"F

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

STONE ENTRY PIER - SECTION & ELEVATIONH

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

COBBLESTONE CURB - SECTIONC LANDING - SECTIONI SCALE: 1 1/2"=1'-0"

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

LANDING - PLANE BRICK PAVING - SECTIONSCALE: 1 1/2"=1'-0"

September 28, 2012

MIN

.



1-1/2'' BITUMINOUS CONCRETEBINDER COURSE

1-1/2'' BITUMINOUS CONCRETETOP COURSE

6"

F.G.(SEE PLAN)

1'-0

"3

"

1'-0

"

FINISHED GRADE(SEE PLAN)

JUMBO (4"X7"X10")GRANITECOBBLESTONEPAVING (SEE PLANFOR PATTERN)SWEEP JOINTS FULLWITH STONE DUST.



MIN

.


10"ADJACENT PAVING(SEE PLAN FORMATERIALS)

4"

MONOLITHIC GRANITESTAIR, MORTAR TOFOOTING(SEE SPEC.)

(SEE PLAN)

UNDISTURBED/ COMPACTEDSUBGRADE

REINFORCED CONCRETEFOOTING (#4 REBAR12" O.C. THREE DIR. TYP.)

3"TYP.

2"

MIN

.

NOTE:1. RADIAL TREAD WIDTHS VARY(12" INSIDE & 20" OUTSIDE) SEE PLAN.2. SIZE OF TOP TREAD AT TRANSFORMER AS NOTED. T.S.

(SEE PLAN)

EQ.

RIS

ERS

(SEE

PLA

N)

MIN

.

4'-0

"

1'-1"

2'' BLUESTONEPAVING, SEE SPEC.



1'' STONE DUSTSETTING BED

1/2" STONE DUSTJOINTS SWEPT FULL,SEE SPEC.

F.G.(SEE PLAN)

1'-0

"

+/-

3"

MIN

.

MIN

.

F.G.(SEE PLAN)

3/4" FREE DRAININGCRUSHED STONEWRAPPED IN PERMIABLEFILTER FABRIC

1'-0"MIN.

1'-0

"M

IN.

1'-0"MIN.

2/3 HEIGHT(2'-0" MIN.)

COMPACTED 1-1/2"CRUSHED STONEBASE TO FULL FROSTDEPTH (4'-0" MIN.)


2"

TYP.

SELECT LARGE NATURALYFLAT STONES AS NEEDEDTO MINIMIZE JOINTSALONG TOP FACE OFWALL

T.W. ELEV.(SEE PLAN)

HEI

GHT

(VARIE

S S

EE P

LAN)

PROVIDE HEADERSTONES FULL WIDTH OFWALL EVERY 4 STONES

1-1/2" PVC WEEP 6'-0" O.C.(HOLD PIPE 3" BACK FROMF.O.W. PITCH TO DRAIN)

STONE WALL WITH FULLWIDTH MORTAR JOINTS.(SEE SPEC. FOR MATERIALAND CRAFTMANSHIP)

1'-3"N.T.S.

F.G.(VARIES SEE PLAN) ZEROBATTER AT EXPOSEDBACKSIDE OF PARAPET WALL

LINDENCREST

MIN

.

1'-0"

MIN.

1'-0

"

4"

FIELDSTONEPIER (SEE SPEC.FOR MATERIAL &CRAFTMANSHIP.)


FULLYCOMPACTEDTRAP ROCKTO FROSTDEPTH (4'-0"MIN.)

SOLIDMASONRYCORE

4" BLUESTONECAP SET ON1/2" MORTARSETTING BED,SEE SPEC.

SQUARE3'-0"

2"TYP.

ELEVATION

B.P. ELEV.(SEE PLAN)

BLUESTONE PLAQUE W/ 3" HEIGHTCARVED TEXT IN 'CENTURY' FONT.ALL TEXT SHALL BE PAINTED WITHBLACK LITHOCHROME PAINT. SETPLAQUE WITHIN FIELDSTONE FLUSHW/ FRONT FACE OF PIER. PROVIDESHOP DRAWING FOR APPROVAL BYL.A. SEE PLAN FOR LOCATION OFSINGLE ADDRESS PLAQUE.

T.P. ELEV.(SEE PLAN)

PIER &PLAQUE

10"

11

"

SECTION

6"

CL


+/- 4"



JUMBO COBBLE SET ONEDGE (4" X 7" X 10"). SETCOBBLE BUTT TIGHT TOADJACENT COBBLE W/ NOVISIBLE MORTAR JOINTBETWEEN STONES.


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

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

7"

+/-

CL

10

"

2X10 P.T. JOIST (12" O.C.)

2X12 FLOOR JOIST(ASSUMED)

F.F.E SEEPLAN FOR ELEV.

DECK ELEV. SEEPLAN FOR ELEV.

3/4" X 4-3/4" RISER AT BOTTOM STEP


4 X 4 P.T. POST BOXED OUTTO 5 12" SQ.

1-1/2" FILLER AS NEEDED

3/4" X 5-1/4" RISER TYP.

1" X 5 12" TREX DECKING TREADSTYP. (SEE SPEC.)

CONC. PAD FULL LENGTH OF STAIR

2X4 P.T. PLATE SECURED TO CONC.W/ 1/2" ANCHOR BOLTS 16" O.C.

2X10 DBL. P.T. BEAM2X10 P.T. STAIR LEDGER


TYP. STAIR HANGER

TYP. POST ANCHOR

TYP. CONC. PEIR(TO 4'-0" DEPTH)

1'-6"

CL2'-5"

1'-0"34" TYP.

TYP.

6"

8"TYP.

3 4"

TYP. JOIST HANGER

2X10 P.T. LEDGER SECURED TOBLDG. FRAMING (PROVIDE (2)1/2" X 6" GALV. LAG BOLTSSTAGERED16" O.C.)

1X6 P.T. FROST BLOCK(12" O.C.)

FLASHING ALONGFULL LENGTH OFLEDGER (SET ONBEAD OFSILICONE ALONGLEDGER)

1" X 5 12" TREX DECKINGTYP. (SEE SPEC. &MANUFACTURER'SINSTALLATIONRECOMMENDATIONS)

11 2"

TYP.

'JAMESTOWN' CELLULARVINYL POST, PICKET, &RAILING SYSTEM (SEE SPEC.)

4"

4"

4"

7"

3'-6"

F.G.SEE PLAN

3'-0

"


(SEE SPEC.)

4 X 4 P.T. POST BOXEDOUT TO 51

2" SQ.

2X10 JOIST (12" O.C. TYP.)(SEE SPEC.)

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

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



'JAMESTOWN' CELLULARVINYL POST, PICKET, & RAILSYSTEM(SEE SPEC.)

2X10 RIM JOIST (TYP.)(SEE SPEC.)

2X10 P.T. STAIR LEDGER


2X10 P.T. LEDGER

1X6 P.T. FROST BLOCK

FRAMING PLAN

DECKING PLAN


BAND, TYP. (SEE SPEC.)

EDGE OF BUILDING

I5.12X4 P.T. PLATE SECURED TO CONC.

W/ 12" ANCHOR BOLTS 16" O.C.

1" STONE DUSTSETTING BED

UNDISTURBED ORCOMPACTED SUBGRADE

316" BORDER GUARD STEELEDING (SEE SPEC.)

COMPACTED DENSEPACK BASE

BRICK PAVING ON EDGE.RUNNING BOND FIELD (SEESPEC.). SEE PLAN FORDIRECTION OF COURSING

BUTT-TIGHT JOINTS SWEPTFULL W/ STONE DUST6"

MIN.

1'-0

"

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

F.G.(SEE PLAN)

MIN

.

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

L-5.1

Details Plan

DATE OF ISSUE

DRAWING NUMBER

PROJECT #

PLAN SCALE


As Shown

1811FILE NAME

DRAWN BYDD / AH

DATE

August 31, 2012

DRAWING INFORMATION

4

DRAWING TITLE

5

REVISIONS

321

PROJECT TEAM


CLIENT



PROJECT NAME

LANDSCAPE ARCHITECT


A BITUMINOUS CONCRETE PAVING - SECTIONSCALE: 1 1/2"=1'-0"

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

DRY SET BLUESTONE - SECTIONB

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

COBBLESTONE PAVING - SECTIOND

GRANITE MONOLITHIC STAIRS - SECTIONG SCALE: 3/4"=1'-0"

STONE GRAVITY WALL - SECTIONSCALE: 3/4"=1'-0"F

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

STONE ENTRY PIER - SECTION & ELEVATIONH

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

COBBLESTONE CURB - SECTIONC LANDING - SECTIONI SCALE: 1 1/2"=1'-0"

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

LANDING - PLANE BRICK PAVING - SECTIONSCALE: 1 1/2"=1'-0"

September 28, 2012

Firm: Dan K. Gordon AssociatesWellesley, MAWELLESLEY, MA

MULTI-FAMILY RESIDENTIAL

KNOXVILLE, TNUNION AVENUE

PROFESSIONAL WORK

City Public Works and the department of Policy and Communications recognized the need for improvements on portions of these sidewalks to support economic development in the downtown core and to create aesthetically pleasing streetscapes that are accessible for all users. In order to accomplish this, the city selected Hedstrom Design, a local landscape architecture firm to develop design concepts balancing these complex issues.

The project limits are the sections of sidewalk on Market Street between Cumberland Avenue and Church Street and on Union Avenue between Gay Street and Market Street.

My role in the project was to collect base materials, check and document site conditions, create a base map, and assist in the production of design concepts. Multiple concepts were developed into 2 options given to the city.

Firm: Hedstrom Design LLC

Client: City of Knoxville

[7]

[8]Firm: Hedstrom Design LLCSEVIERVILLE, TN

PRIVATE RESIDENCE

CHAPIN TERRACE STORMWATER PARK

SPRINGFIELD, MA Adaptive retrofit infiltration systems along streets reduce the impact of runoff on urban 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 collaboration with the Springfield Water and Sewer Commission with the intention of being implemented as a pilot project that could be replicated elsewhere in the city and region. This project is currently under construction.2012 BSLA Merit Award in Communications

[9]UPPER TERRACE LOWER TERRACE

MASTER PLAN

[10]**all graphics created through team collaboration

BIORETENTION

ADAPTIVE TYPOLOGIES

CATCH BASIN AT CURB CUT

UPPER TERRACE

Pistachio Orchard

ClinicParking

Delivery Access/ Parking

Overflow/Seasonal Gathering Spaces

FamilyWaiting

AreaFamily

Waiting Area

Family Waiting

Area

storage

/utility

storage/utilityTransitional

LatrineSystem

Shad

e Tr

ee -

Orie

ntal

Pla

ne T

ree

Ever

gree

n -

Afgh

an P

ine

Frui

t Tre

e -

Pist

achi

o

Flow

erin

g Tr

ee -

Apr

icot

Shad

e Tr

ee -

Pop

lar

Nut

Pro

ducti

on

Tim

ber P

rodu

ction

Frui

t Pro

ducti

on

Nut Production

Timber Production

Fruit Production

Shade Tree - Oriental Plane Tree

Evergreen - Afghan Pine

Fruit Tree - Pistachio

Flowering Tree - Apricot

Shade Tree - Poplar

TALOQAN, AFGHANISTAN

TALOQAN MEDICAL COMPLEX

Pine Nuts

Pistachios

Apricots

Grapes

Timber

Private

Semi-private

Public

[11]

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.

1. Tuberculosis clinic

2. Main waiting area

3. Parking area

4. Malaria clinic

5. Office

Master Plan

1

23

4

5 6 78

9

10

1112

13

13

6. Pistachio Orchard

7. Latrines

8. Utilitiy drive

9. Jiui water feature

10. Main water feature

11. Clinic waiting area

12. Main drive

13. Poplar Grove

Privacy screen

Main Water Feature at Tuberculosis clinic

Moveable Seating

metal grommet, typ.

waxed cloth

poplar tree grove

cloth strap

2x4 poplar beam

poplar posts

poplar posts

heavy duty cloth straps

[12]

small poplar posts tethered at corners

existing roof

large poplar posts

water resistant waxed cloth

quick release clips

heavy duty cloth straps

1. Permanent grape arbor

2. Temporary/seasonal shade tents

3. Moveable seating

4. Building exhaust/benches

5. Water tower/storage

6. Stairwell

7. Meeting area

1

9

5

7

6

8

4

23

Roof Plan

View of rooftop looking north

Roof shade tents

8. Built-in seating

9. Main gathering area

[13]

water resistant waxed clothbent poplar poles tethered together

tree groveheavy duty cloth straps

textured concrete water bowl

main water channeltextured water chutetextured water bowl

crushed stone

irrigation origin

soil concrete retaining wall

Tiered seating around water feature

Grove tents

View of west side of malaria clinic looking south

View of east side of malaria clinic looking north

View of north side of malaria clinic looking east [14]

ALDEN STREETSIX CORNERS

OLD HILL AND SIX CORNERS

NEIGHBORHOODSPRINGFIELD, MA

The Alden Street corridor is the primary connections between the intersection known as “Six Corners,” and Springfield College. It is currently avoided by most college bound traffic, instead serving as the main thoroughfare for many motorists commuting to the urban core creating a dangerous situation for immediate residents, pedestrians, and cyclists.

STATE STREET 28 MINUTES

DEBERRY ELEMENTARY 35 MINUTES

SPRINGFIELD COLLEGE 25 MINUTES

WATERSHOPS POND 13 MINUTESCONNECTICUT

RIVER45 MINUTES

* *

* *

[1] PROPOSED URBAN GRAIN

[2] PEDESTRIAN CIRCULATION

[3] SIDEWALKS/CROSSWALKS

[4] VEHICULAR CIRCULATION

[5] PARKING AREAS

[6] HYDROLOGY

[7] GREEN NETWORK

URBAN GRAIN

WALKING DISTANCES

LAND USE

TREE COVER

SPRINGFIELD COLLEGE

OLD HILL PARK

SIX CORNERS MASTER PLAN[15]

FOCUS AREA

A new streetscape system forces a driver to slow down by using narrow streets with winding and splitting corridors thus creating a more pedestrian and bike friendly street.

The streetscape system is a modular system comprised of linear plantings that allow stormwater infiltration, linear recycled concrete planks, and bump outs that feature rain gardens and gathering spaces. These gathering spaces feature benches that formed in the shape of the footprints of former houses of the neighborhood attributing to the history of the place. New rowhouses will provide much needed off-campus housing for local students. The new development exhibits sustainable landscapes providing for both public and private spaces.

Rowhouses (Infill)

Privacy walls with built-in seating

Bioretention

Parallel Parking

Bioretention

Modular paving/permeable strips

Seating

Bioretention

ALDEN STREETSCAPE

SECTION [A]

SECTION [B][B]

[A]

[16]

MCGR

ATH H

IGHW

AY

I-93

Reclaimed space becomes a network of pedestrian and bicycle corridors

McGrath Highway in its current state divides the city of Somerville geographically, socially, and physically. Three scenarios were developed to address 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.

MCGRATH HIGHWAY

SOMERVILLE, MA

Oversized McGrath Highway becomes a boulevard (4 lanes total)

BRICKBOTTOM

MYSTIC RIVER

CAMBRIDGE

UNION SQUARE

MCGRATH HIGHWAY: MASTER PLAN [17]

*

*

*

**

**

*

FOCUS AREA

The objective of the central focus area of McGrath Highway is to provide linkage from Brickbottom and Union Square located in the south focus area to the northern neighborhoods. Bike lanes along the major north-south residential roads such as Cross Street and Walnut Street as well as east-west roads including Broadway, Bonair Street, and Pearl Street creates better connectivity knitting the community together. This corridor provides opportunity for redevelopment of existing commercial spaces incorporating more diverse industries. McGrath Highway becomes a multi-modal hub of public art opportunities integrated into existing parks, neighborhoods, and commercial destinations.

[A]

[A]

[B]

[C]

[C][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 STREET

Otis Street

PLAYGROUND

GROCERY STORE

CENTRAL MCGRATH[FOCUS AREA]

[18]

AMHERST RESIDENTIAL

[19]

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

[20]

AMHERST, MA

NORTH AMHERST HOUSING STUDIO

Section A-A'

Section B-B'

main entrance

bus stop

parking area

conservation buffer

dingle

trail

pathway

conservation buffer

meadow

interior community open space

[A]

[B]

social justice

equitablebearable

viable

sustainable

environmental sensitivity

work

economy

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.

open space dinglehousinghousinghousing green corridor[21]

6+50

136.2

135

7+00 134.5

134

7+50132.8

134

135

136

134

133

132

2%

2%

5%

10%MAX

135.89

135.23

5%MAX

5%MAX

136.14

136.14

136135.03

135.43

135.43

134.38

3.4%

1%

FFE150

FFE149.5

FFE149

FFE148.5

5 UN

ITS WITH

GAR

AGE BELO

W

134.18

133.51

134.65

134.65135.12

135.1133.31

132.65

133.4

133.4

132.45

134.275%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

FFE132

FFE130.5

FFE130

FFE132

FFE

132.

2

FFE131.2

FFE130.5

FFE129.5

FFE128.2

FFE127.5

FFE

131.

6

FFE

150

FFE

150

126.4

131.15

130.2

129.6

128.6

127.7

LP124.8

133

132

131

130

129

128

127

126

FFE133.8

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%MA

X

2%M

AX

2%MAX

131.2

130.8

North Amherst, MASite Planning Studio IVP

LAN

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0' 30'20'10'5'1 Focus Area 1: Grading Plan

Ryan BallSite EngineeringFinal Project12/15/10Original Team:Ryan BallFangfang Wang

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7+00 134.5

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R20'

R20'

R30'

R53'

18'

9'

19'-2

"

4'

4'

20'

10 EQUAL SPACES

9'18'

10 EQUAL SPACES

R3'

R3'

1066

90'

5'

3'

10'-7"

3'

10'-5"

3'

3'

5'

28'

18'

32'

18'

4'-1

0"

12'

12'

4'

4'

19'-2

"

3'

3'

19'-2

"

28'

54'-3"

55'-4"

5'-1

0"

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

10481049

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

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1103

11001104

1092

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1098

16'

25'

40'-3"

1022

Point of Origin

North Amherst, MASite Planning Studio IVP

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Point N

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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 "

102210231024

-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"

106310641065106610671068

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"

107610771078107910801081

-33' - 10"-98' - 9"

-59' - 9"-129' - 10"

-12' - 1"-112' - 5"

-25' - 5"-116' - 9"

-51' - 4"-147' - 11"

-5' - 6"-132' - 7"

1082108310841085

-17' - 1"-134' - 10"

-43'-165' - 11"

1' - 6"-152' - 4"

-8' - 8"-152' - 10"

108610871088108910901091

-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"

110211031104110511061107

-87' - 3"-154' - 3"

-95' - 8"-168' - 9"

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

-95' - 8"-192' - 6"

-100' - 4"-217' - 1"

0' 30'20'10'5'1 Focus Area 1: Layout Plan

Ryan BallSite EngineeringFinal Project12/15/10Original Team:Ryan BallFangfang Wang

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Section A-A'

Section B-B'

community open spacecommunity open space main entranceplanted medianhousing [22]

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KNOXVILLE, TN

KNOXVILLE URBAN WILDERNESS &

HISTORIC CORRIDOR

2010 Knoxville Metropolitan Planning Commission Award of Excellence in Environmental Sustainability

Firm: East Tennessee Community Design Center

Client: Legacy Parks Foundation

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, recreation, and land conservation as an economic driver for the greater community. This project will keep significant open space and ridgetops of South Knoxville preserved 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.

Since 2010, Legacy Parks has made 8 properties that create key connections in the corridor. The southern loop has been successfully completed creating a 15 mile loop connecting 5 parks with a multi-use trail system. This provides easy access to hiking, biking, and running trails that includes tours through unique rock features, mature forests, working farmland and views of the Tennessee River.

DOWNTOWN KNOXVILLE

UNIVERSITY OF

TENNESSEE

SOUTH KNOXVILLE

SOUTHERN LOOP

CENTRALLOOP

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HAND GRAPHICS

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original photo by michael davidsohn

Ryan Ball Portfolio

Documents

pvc4 pvc rim

gordon associateswellesley

ma3 dan

winchester maapril

tnstudy abroad programfrance

gamerit award

tcmeet ex

new central stair