Ryan Ball Portfolio by Ryan Ball

RYAN BALL

SELECTED WORKS

EDUCATION

RYAN BALL

09.-12.

MASTER OF LANDSCAPE ARCHITECTURE UNIVERSITY OF MASSACHUSETTS, AMHERST, MA

04.-08.

BACHELOR OF PLANT SCIENCES LANDSCAPE DESIGN CONCENTRATION UNIVERSITY OF TENNESSEE, KNOXVILLE, TN

06.

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

10.-12.

UNIVERSITY OF MASSACHUSETTS TEACHING ASSISTANT POSITIONS RESEARCH ASSISTANT POSITIONS

10.

CITY OF NORTHAMPTON OFFICE OF PLANNING AND DEVELOPMENT STUDENT INTERN

09.

HEDSTROM DESIGN LANDSCAPE ARCHITECTURE, LLC LANDSCAPE ARCHITECT INTERN

08.-09.

EAST TENNESSEE COMMUNITY DESIGN CENTER LANDSCAPE ARCHITECT INTERN

05.-08.

THRESS NURSERY GARDENS SALES/MAINTENANCE

MERIT AWARD IN COMMUNICATION CHAPIN TERRACE BOSTON SOCIETY OF LANDSCAPE ARCHITECTS

12.

OLMSTED SCHOLAR UNIVERSITY OF MASSACHUSETTS AMHERST LANDSCAPE ARCHITECTURE FOUNDATION

10.

AWARD OF EXCELLENCE URBAN WILDERNESS & HISTORIC CORRIDOR KNOXVILLE METROPOLITAN PLANNING COMMISSION

05.-08.

PI ALPHA XI UNIVERSITY OF TENNESSEE HORTICULTURE HONOR SOCIETY

HONORS ACROBAT AUTOCAD ARCGIS EXCEL ILLUSTRATOR INDESIGN PHOTOSHOP POWERPOINT SKETCHUP VECTORWORKS WORD

PROFICIENCY

DAN K. GORDON ASSOCIATES LANDSCAPE DESIGNER

EXPERIENCE

RYAN.P.BALL@GMAIL.COM 865.661.5733

.12-.13

12.

PROFESSIONAL WORK

TABLE OF CONTENTS

CHAPIN TERRACE STORMWATER PARK TALOQAN MEDICAL COMPLEX SIX CORNERS NEIGHBORHOOD MCGRATH HIGHWAY AMHERST RESIDENTIAL NORTH AMHERST HOUSING URBAN WILDERNESS HAND GRAPHICS

PROFESSIONAL

[9-10]

WATER HEALING

[3-8]

[11-14]

URBAN

[15-16]

PLANNING

[17-18]

RESIDENTIAL

[19-20]

HOUSING

[21-22]

PLANNING

[23-24]

GRAPHICS

[25-26]

Firm: Dan K. Gordon Associates Wellesley, MA

PROFESSIONAL WORK

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.

Upper Mystic Lake

Prop erty Line

B e. tt Av

Evere

Lawn

Residence C Lawn Pool Lawn

Driveway

D A H

Legend A Auto Court w/ Accent Paving & Hedge B Pool Enclosure Gate & Fence C New Central Stair On Axis w/ Pool D Formal Garden w/ Water Feature E Terrace w/ Spa, Pergola & Grill F Secondary Grass Walk to Lawn G Pool House w/ Wet Bar & Bathroom H Chaise Lounge Seating & Dining I Terrace w/ Seating & Fire Pit J Canoe & Kayak Storage

Line erty Prop NORTH

0’

10’

20’

Scale: 1: 20

[3]

Schematic Plan - Alternative Three

Blanc-Aguirre Residence 6 Everett Avenue, Winchester MA April 24, 2012

Dan K. Gordon Associates 267 Washington Street Suite 6 Wellesley, MA 02481 P. 781.237.5751 F. 781.235.6349 dangordonassociates.com

40’

RESIDENTIAL PROJECT

MATCH LINE

LANDSCAPE ARCHITECT

2 +

Dan K. Gordon Associates, Inc.

GREATER BOSTON

267 Washington St. #6 Wellesley, MA 02481 T: 781.237.5751 F: 781.235.6349

dg@dangordonassociates.com

WET LAN D

3 +

17.00

CLIENT

ED GE

Danielle Blanc & Alvaro Aguirre 18.72

6 Everett Avenue Winchester, MA 01890

PROJECT TEAM SURVEYOR 19

Applewood Survey LLC 21 Green Street Holliston, MA 01746 T: 508.429.7233

20 21

info@applewoodsurvey.com WETLAND SCIENTIST

Dan K. Gordon Associates, Inc.

ARCHITECT

LANDSCAPE ARCHITECT

W.E. Kuriger Associates 90 Atlantic Ave Fitchburg, MA 01420 T: 978.343.0921

MATCH LINE

267 Washington St. #6 Wellesley, MA 02481 T: 781.237.5751 F: 781.235.6349 dg@dangordonassociates.com

CLIENT 52

Danielle Blanc & Alvaro Aguirre

TC (MEET EX.) BC (MEET EX.) TC (FLUSH) BC = TC

+ +

1 Plus 1 Design 30 North Street Hingham, MA 02043 T: 617.807.0121 info@1plus1-design.com

6 Everett Avenue Winchester, MA 01890

56 16'

REVISIONS 1 2

58.50 +

+DATE

6" PVC

info@applewoodsurvey.com

EX. PORCH

+ RIM 58.13

TC 58.26

ARCHITECT 60.65 60.74

PVC

TS 61.41 BS 60.91

+ +

DRAIN INLET, TYP. (SEE SPEC)

+ RIM 58.13

TW 59.50 BW 59.00

+ +

+ 60.95

60.91

60.38

60.85

+ 4" PVC

C PV 4" TS 61.74 BS 61.24

+ + +

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

TC (FLUSH) BC = TC

EX. GARAGE FF = 61.39

September 6, 2012

+ +

58.50

TC 60.62 60.56

MEET EX. + 61.12

+ 60.56

RIM 58.44

+ +

6" PVC

DRAWING INFORMATION

PROPOSED ADDITION

60.85

4" PVC

60.62 60.56 + RIM 60.50

+ +

4" PVC

+ 60.65 60.62

60.53 60.62 +

+ +

EX. DOWNSPOUT, TYP.

TS 61.74 BS 60.74

58.46 +

4" PVC + 60.85

RIM 60.54

MEET EX. +

SPA EQUP. LINES

DATE OF ISSUE

TC (FLUSH) BC = TC

For Pricing

DESCRIPTION

BB HOOP

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

60.85 +

1/8"=1'-0"

PLAN SCALE

DRAWN BY

0412

184.42

DATE

Grading & Drainage Plan

60.65

PVC 4"

6" PVC

4" PVC

RIM 60.50

RIM 58.12

60.56 60.62

58.50 59.00

+ 60.47 + 60.56 60.62

DRAIN INLET, TYP. (SEE SPEC)

+ HP 58.46

DRAWING TITLE

RIM 60.51

4" PVC

+ 60.47 +

16'

6" PVC

58.50

1 2

+ RIM 58.13

REVISIONS

58.50

58.26 +

58.26

60.91

58.50

RIM 58.40

+ 58.11

4" PVC

FF = 62.24

TC 58.26 +

L-3.1

TS 61.99 (EX.) BS 61.03

RESIDENCE

4" PVC

PROVIDE CLEANOUT, TYP.

TS 61.74 BS 60.74

60.65

DRAWING + NUMBER

+ 60.74 +

POOL EQUP. LINES

DRAWN BY

FILE NAME

4" PVC

0412 PROJECT #

TP 61.31 BP 60.65

DESCRIPTION

PLAN SCALE

+ +

SG W E

For Pricing

September 6, 2012 DATE OF ISSUE

TW 59.50 BW 59.00

TS 60.65 BS 59.00

6" PVC

LAWN

TC 58.26

6" PVC

+ RIM 58.13

POOL

1 Plus 1 Design 30 North Street Hingham, MA 02043 T: 617.807.0121 info@1plus1-design.com

PROP.DRY WELL

4" P

PROP.DRY WELL

DRAWING INFORMATION

W.E. Kuriger Associates 90 Atlantic Ave Fitchburg, MA 01420 T: 978.343.0921

6" PVC

PV 4" C PV C

1/8"=1'-0"

WETLAND SCIENTIST

FF = 61.91

Grading & Drainage Plan

SURVEYOR

Applewood Survey LLC 21 Green Street Holliston, MA 01746 T: 508.429.7233

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

DRAWING TITLE

OVERFLOW - 4" PVC

6" PVC

DRAIN OUTLET

6" PVC

59.00

TC (FLUSH) BC = TC

+ +

4" PVC

51.50 +

PROJECT TEAM

57 59

51.25

FILE NAME

PROJECT #

DRAWING NUMBER

L-3.2 LANDSCAPE ARCHITECT

BLACK POWDER COATED THREADED EYE & HOOK HINGE BY SNUG COTTAGE, TYP. (SEE SPEC.) SCREW EYE INTO FRAME & HOOK INTO POST.

C L GATE

Dan K. Gordon Associates, Inc.

CL POST

267 Washington St. #6 Wellesley, MA 02481 T: 781.237.5751 F: 781.235.6349

WALPOLE WESTPORT WOOD POST CAP, TYP.

CLIENT 3"

3'-2"

1'-8" 3" TYP.

10"

PROJECT TEAM 3" BLUESTONE MANTEL

2" SQ. SCHEDULE 40 STAINLESS STEEL POST FULL HEIGHT OF WOOD POST AND 3'-0" MIN. INTO CONC. FOOTING

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

ALIGN TYP.

Applewood Survey LLC 21 Green Street Holliston, MA 01746 T: 508.429.7233

FIRE CLAY FLUE LINER FLAT ASHLAR STONE CHIMNEY. (SEE SPEC. FOR MATERIAL & CRAFTSMANSHIP)

2" SQ. SCHEDULE 40 STAINLESS STEEL POST FULL HEIGHT OF WOOD POST & 3'-0" MIN. INTO CONC. FOOTING

info@applewoodsurvey.com

B 5.3

WETLAND SCIENTIST

W.E. Kuriger Associates 90 Atlantic Ave Fitchburg, MA 01420 T: 978.343.0921

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

NOTE: 1. SEE SPECIFICATIONS FOR WOOD MATERIALS, FINISHES, AND FASTENERS.

UNDISTURBED / COMPACTED SUBGRADE

2'-9"

SCALE: 1" =1'-0"

2 4

DATE

UNDISTURBED / COMPACTED SUBGRADE SECTION FLAT ASHLAR STONE FIREPLACE. (SEE SPEC. FOR MATERIAL & CRAFTSMANSHIP)

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

MIN.

ADJACENT PAVING (SEE PLAN FOR MATERIAL & LAYOUT)

2'-31 4" SPACE SLATS EVENLY, TYP.

2" TH. BLUESTONE KICKBOARD

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

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

ALIGN TYP.

REINFORCED CONCRETE FOOTING W/ #4 REBAR 12" OC BOTH WAYS. PITCH TOP OF FOOTING TO DRAIN TO WEEPS 7'-4"

PT DRAWN BY

0412 PROJECT #

1- 5/8" X 5" CURVED TOP RAIL 3/8" COLLAR 2-1/2" SQ. SCHEDULE 40 STAINLESS STEEL POST FULL HEIGHT OF WOOD POST AND 3'-0" MIN. INTO CONC. FOOTING ANTIQUE SKELETON KEY LOCK (BOTH SIDES)

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

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

Applewood Survey LLC 21 Green Street Holliston, MA 01746 T: 508.429.7233

info@applewoodsurvey.com WETLAND SCIENTIST

FILE NAME

L-5.5

2" SQ. GALVANIZED STEEL PIPE, TYP. SET PIPE INTO DADO GROOVE & ATTACH TO POST W/ TWO CARRIAGE BOLTS

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

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

CONCRETE FOOTING COMPACTED/ UNDISTURBED SUBGRADE

1/2"

UNDISTURBED / COMPACTED SUBGRADE CL 1'-6"

2'-0" DIA.

VIEW FROM POOL SIDE OF FENCE SECTION

POOL ENCLOSURE GATE SCALE: 1" =1'-0"

STILE ENLARGEMENT SCALE: 3"=1'-0"

3 5/8"

REVISIONS 1 2 3 4 5

DATE

DRAWING TITLE

Details

DRAWING INFORMATION

CANOE BAY

F.G. SEE PLAN

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

NOTE: 1. SEE SPECIFICATIONS FOR WOOD MATERIALS, FINISHES, AND FASTENERS.

DRAWING NUMBER

PLAN (SECTION CUT)

B 5.3 12" CONC. FOOTING (TYP. BOTH SIDES)

9" TYP.

12" CONC. FOOTING (TYP. BOTH SIDES)

SECTION

DECORATIVE POST CAP

WIRE MESH FENCE F.G. SEE PLAN

For Pricing 1/8"=1'-0"

PLAN SCALE

2'-0"

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

1 3/4"

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

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

September 6, 2012 DATE OF ISSUE

2X6 WOOD BEAM TYP. ATTACH TO POST W/ GALVANIZED CARRIAGE BOLT (TWO PER POST). COUNTER SINK WASHER & NUT

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

DESCRIPTION

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

3 4" BLACK POWDER COATED THREADED EYE & HOOK HINGE BY SNUG COTTAGE, TYP. (SEE SPEC.) SCREW EYE INTO FRAME & HOOK INTO POST.

STAINLESS STEEL PULL RING #R-09JW-5505, TYP. OF 2. BLACK POWDER COAT FINISH. WOOD CABINET DOOR PANEL & FRAME

UNDISTURBED / COMPACTED SUBGRADE

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

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

PROVIDE SPACERS TO HOLD WOOD CABINET OFF TOP OF CONCRETE FOOTING

PROVIDE NATURAL GAS & ELECTRIC SERVICE CONNECTIONS, (INSTALL PER MANUFACTURERS' RECOMMENDATIONS)

8X8 WOOD POST W/ WALPOLE MARBLEHEAD POST TOP. DADO GROVE POST TO ACCEPT 2" SQ. PIPE. HOLD WOOD MIN. 34" FROM FINISHED GRADE 3 4 X 5 WOOD COVER BOARD. PLACE TO CONCEAL PIPE & DADO GROOVE

134" X 4" (ACTUAL) WOOD STILE

1X4 WOOD SLAT ON OUTSIDE OF GATE. DRAWING INFORMATION

HOLLOW

SURVEYOR

4X4 WOOD SUPPORT W/ BEVELED END KAYAK BAY

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

1X2 ANGLED WOOD SUPPORT BOARD ON POOL SIDE

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

FIREBOX OPENING W/ RED REFRACTORY FIREBRICK (9" L X 4 21" W X 2 21" HT.) (RUNNING BOND PATTERN) WITH 83" JOINTS

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

2X6 WOOD RAIL (TYP. 2 PER DOOR)

1" TYP

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

6 Everett Avenue Winchester, MA 01890

PROJECT TEAM

6'-4"

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

Details

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

dg@dangordonassociates.com

Danielle Blanc & Alvaro Aguirre

POST

3 4" BLACK POWDER COATED THREADED EYE & HOOK HINGE BY SNUG COTTAGE, TYP. (SEE SPEC.) SCREW EYE INTO FRAME & HOOK INTO POST.

1/2" MAX.

DRAWING TITLE

2'' BLUESTONE COUNTERTOP SET ON 3/8'' MORTAR SETTING BED

2'-9"

1"31" 31" 32 2 2

POST WALPOLE WESTPORT WOOD POST CAP, TYP.

134" x 4" (ACTUAL) INNER WOOD STILE

1'-0"

36" LYNX GRILL (#l36PSR-2) W/ LYNX INSULATED JACKET(#L1J36). (INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

267 Washington St. #6 Wellesley, MA 02481 T: 781.237.5751 F: 781.235.6349 CLIENT

1 Plus 1 Design 30 North Street Hingham, MA 02043 T: 617.807.0121 info@1plus1-design.com

PLAN

1 3/4"

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

3'-10"

ELEVATION

11"

3/8"

2X6 WOOD CURVED TOP RAIL, TYP.

2'' BLUESTONE BACKSPLASH CAP SET ON 3/8'' MORTAR SETTING BED

3 5/8"

CL GATE

STILE ENLARGEMENT

2X6 WOOD CURVED TOP RAIL, TYP.

REVISIONS

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

Dan K. Gordon Associates, Inc.

W.E. Kuriger Associates 90 Atlantic Ave Fitchburg, MA 01420 T: 978.343.0921

1'-0"

SCALE: 1"=1'-0" 1" 1'-32

1" 5'-02

GARDEN GATE

CL POST

2'-0"

WIRE MESH FENCE

WALPOLE WESTPORT WOOD POST CAP, TYP.

PLAN SECTION

9 14"

WOOD SUPPORT

VIEW FROM OUTSIDE OF FENCE STILE ENLARGEMENT SCALE: 3"=1'-0"

37" H. CLAY SMOKE CHAMBER

A 5.5

9 14"

EDGE OF CONCRETE FOOTING BELOW 2X6 WOOD BEAM TYP. NOTCH POST TO RECEIVE BEAM. ATTACH TO POST W/ GALVANIZED CARRIAGE BOLT (TWO PER POST). COUNTER SINK WASHER & NUT

LANDSCAPE ARCHITECT

ARCHITECT

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

OUTDOOR KITCHEN

D 5.3

SECTION

CL 1'-6"

ARCHITECT

1 Plus 1 Design 30 North Street Hingham, MA 02043 T: 617.807.0121 info@1plus1-design.com

REINFORCED CONCRETE LINTEL (COORDINATE FABIRICATION) GRANITE LINTEL STONE. COLOR TO COMPLIMENT/MATCH STONE ON FIREPLACE 6" x 4" GALVANIZED STEEL LINTEL (NOTCH STONE AS NEEDED TO HIDE FROM VIEW) FIREBOX OPENING WITH REFRACTORY FIREBRICK (9" L. X 4 12" W. X 2 21" HT.) (RUNNING BOND PATTERN) WITH 83" JOINTS CMU BLOCKING AS NEEDED. GROUT CAVITIES SOLID.

1/2"

1'-0"

SECTION

3 4 X 5 WOOD COVER BOARD

134" X 4" (ACTUAL) WOOD BOTTOM RAIL

12" CONC. FOOTING (TYP. BOTH SIDES)

9" TYP.

12" CONC. FOOTING (TYP. BOTH SIDES)

5X5 WOOD SUPPORT, TYP. FASTEN TO BEAM ABOVE 4X4 WOOD SUPPORT W/ BEVELED END

1" x 1" WOOD NAILER ONLY AT GATE POSTS. SPLIT DECORATIVE POST BASE TO ACCOMMODATE NAILER. ATTACH NAILER & WIRE FENCE PRIOR TO INSTALLING BASE WIRE MESH FENCE F.G. SEE PLAN

2'-4" SPACE SLATS EVENLY, TYP.

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

SURVEYOR

2" SQ. GALVANIZED STEEL PIPE, TYP. SET PIPE INTO DADO GROOVE & ATTACH TO POST W/ TWO CARRIAGE BOLTS

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

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

CHIMNEY OPENING

10"

SPACE FOR TWO KAYAKS / CANOES PER BAY

TWISTED RING LATCH FOR POOL ENCLOSURE GATES BY SNUG COTTAGE (SEE SPEC.). MOUNT ON OUTSIDE 5" SQ. WRAPPED WOOD POST (HOLD WOOD 1" MIN. FROM FINISHED GRADE 134" x 4" (ACTUAL) WOOD STILE,TYP.

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

6 Everett Avenue Winchester, MA 01890

5" BLUESTONE CHIMNEY CAP 10"

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

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

Danielle Blanc & Alvaro Aguirre

WALPOLE WESTPORT WOOD POST CAP, TYP.

3'-2" STILE ENLARGEMENT

134" X 4" (ACTUAL) WOOD CURVED TOP RAIL TWISTED RING LATCH FOR POOL ENCLOSURE GATES BY SNUG COTTAGE (SEE SPEC.). MOUNT ON OUTSIDE

dg@dangordonassociates.com

1'-9"

8X8 WOOD POST W/ WALPOLE MARBLEHEAD POST TOP. DADO GROVE POST TO ACCEPT 2" SQ. PIPE

3 4"

3/8"

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

8" TYP.

2X6 WOOD BLOCKING. ATTACH TO BEAMS W/ GALVANIZED CARRIAGE BOLT (TWO PER POST). COUNTER SINK WASHER & NUT 5X5 WOOD SUPPORT, TYP. FASTEN TO BEAM ABOVE. TYP. GALV. STEEL POST ANCHOR 8" CONSTRUCTION TUBE CONCRETE FORM 3000 PSI/ 28 DAY MONOLITHIC CONC. FOOTING/ PIER UNDISTURBED/ COMPACTED SUBGRADE

September 6, 2012 DATE OF ISSUE

For Pricing

DESCRIPTION

1/8"=1'-0"

PLAN SCALE

PROJECT #

[4]

DRAWN BY

0412

FILE NAME

DRAWING NUMBER

L-5.3

Firm: Dan K. Gordon Associates Wellesley, MA

PROFESSIONAL WORK

PRIVATE RESIDENCE CAPE COD, MA

LANDSCAPE ARCH

Dan K. Gordon Assoc 267 Washington Stre Wellesley, MA 02481 Tel. 781.237.5751 Fax. 781.235.6349 dg@dangordonassoc www.dangordonasso PROJECT NAME

Whitaker Residence

BASELINE B F.O.W.

PRIMARY LIMIT OF WORK

G COBBLESTONE 5.2 CURB

4'-3" "

2'3" 5'-3 "

A 5.1

4 EQ.

2 EQ.

BASELINE E F.O.W. END OF RETAINING WALL

E 5.2

BASELINE B F.O.W.

4'-11"

BASELINE D F.O.W.

2 4

DRAWING TITLE

Layout & Mater

8'-6"

9'-6"

1 3

LAWN

PROPOSED BED LINE TYP.

10'-0" TYP.

REVISIONS

21'-5"

17'-7"

13'-11"

8'-10"

5'-7"

6'-11"

+/3'-1"

20'-0"

1'-6 " TYP.

CL K WAL

12'-5"

B 5.1

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

D WALL 5.1 #6

'-7

11'-0"

0° 14

12'-0"

R7'-0"

3 EQ. 2'-3" TYP.

BLUESTONE E 5.2 STEPPER

+/-15'-10"

GEN AC

CL JOINT,TYP. 2'-0" BAND TYP.

B FOOT 5.4 SHOWER STONE SHOWER D 5.4 GRATE

40'-6"

14"

16"

EX. DECK

TRANSITION LAST SECTION OF FENCE TO ALIGN WITH GUARD RAIL POST AS SHOWN

DRAWING INFORM

A 5.1

CENTER OF DECK

BOCCE COURT

Wilkinson Ecological

CL COLUMN & BAND

18'-5"

CL COLUMN & BAND

2'-0" BAND TYP.

3 EQ.

FLAGPOLE, SEE SPEC.

H IRRIGATION 5.2 SPIGOT

CL DOOR & WALK

CL COLUMN & BAND

FIELDSTONE RISER VENEER (SEE SPEC.) WET-SET MOSAIC BLUESTONE PAVING BETWEEN BANDS EXPANSION JOINT, TYP.

BLUESTONE G MOSAIC PAVING 5.2

Garage FG +/-16.00

FG +/- 26.00

CL DOOR & STEPPER

22'-0" H I 5.3 5.3

A WOOD DECK 5.3 PROPOSED BED LINE, TYP.

Driveway

Residence

WET-SET MOSAIC BLUESTONE PAVING BETWEEN BANDS

GUARD RAIL (BUILDER CONTRACT)

ALIGN

+/3"

/3"

B 5.1

10'-4"

BASELINE C

PO Box 439 S. Orleans, MA. 02662 Tel 508-255-8312

Environmental

PROPOSED BED LINE, TYP.

FIELDSTONE RISER VENEER (SEE SPEC.)

G BLUESTONE 5.2 MOSAIC PAVING LAWN

Deck

9'-

+/- 3'-0" TYP. +/- 1'-4" TYP.

G BLUESTONE 5.2 MOSAIC PAVING

Ryder & Wilcox

ALIGN

G 5.3 -8"

R15' 14

11'-1"

C 5.1

G BLUESTONE 5.2 MOSAIC PAVING

J 5.3 G 5.3

F 5.3 A 5.2 0"

'-0

Civil Engineer

RESIDENCE

48'-0"

Lawn

R= 1'-9"

Architectural Design In

62 Route 6A Orleans, MA 02653 Tel 508-255-0606

DRIP STRIP SPIGOT FROM H 5.2 BUILDING

BASELINE A CL GARAGE

Max Makowsky Tel: 508-241-4197 Email: mmakowsky1@

Architect

3'-6" ALIGN

3'-6"

ALIGN

F BLUESTONE 5.3 MONO. PAVING

E 5.1

MASONRY LANDING

CL PIER

PROJECT TEAM

Project Manager

10'-0"

3'-6"

21'-3"

Ex. Deck

G 5.3

ALIGN

3'-7"

CL WALL IS CL PIER

D 5.1

ALIGN

3'-6"

NDAR

SECO

D 5.1

17'-7"

Y LIMIT

+/-6" F.O.W. I R= 6'-0 "

G DRIP STRIP 5.1

D 5.4

+/3'-5"

OF WOR

12'-0"

Top of Bank

CL WALL IS CL PIER

C 5.4

4'-0"

26'-5"

BASELINE D F.O.W.

41'-0"

F 5.1

2'-6" PIER ALIGN

4'-0"

Deck

Kathie Whitaker 176 Quanset Road Orleans, Ma 02653

July 26, 2012

Auto Court

DATE OF ISSUE

For Construction DESCRIPTION

1/8"=1'-0"

PLAN SCALE

DRA

PROJECT #

FILE

DRAWING NUMBER

Lawn

L-2.1

LANDSCAPE ARCH

Dan K. Gordon Assoc 267 Washington Stre Wellesley, MA 02481 Tel. 781.237.5751 Fax. 781.235.6349 dg@dangordonassoc www.dangordonasso PROJECT NAME

Whitaker Residence

PRIMARY LIMIT OF WORK

Kathie Whitaker 176 Quanset Road Orleans, Ma 02653

3 JV PROJECT TEAM

Project Manager

5 IG 2 IVL

Max Makowsky Tel: 508-241-4197 Email: mmakowsky1@

Architect

21 DP

3 MV

4 MP

Architectural Design In

62 Route 6A Orleans, MA 02653 Tel 508-255-0606

70 DP

Y LIMIT

12 JH

OF WOR

180 AU 5 IG

NDAR

SECO

Civil Engineer

5 IVL

Ryder & Wilcox

PO Box 439 S. Orleans, MA. 02662 Tel 508-255-8312

3 IVL

RESIDENCE 1 MV 13 JH 8 CV

NORTH

0’

8’

16’

32’

2 CL 2 IVL

5 IG

1 WF 1 WF

2 RC

+/- 4"

B 5.3

RADIAL GRANITE CURB, SEE SPEC.

Schematic Plan - Design Development

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

E 5.3

Whitaker Residence

RADIAL GRANITE CURB, SEE SPEC.

1X12 CURVED FASCIA, SEE SPEC.

176 Quanset Road Orleans, MA April, 23 2012

JUMBO ANTIQUE COBBLE SET ON EDGE (4" X 7" X 10"). SET COBBLE BUTT TIGHT TO ADJACENT COBBLE W/ NO MORTAR JOINT BETWEEN STONES.

A 5.2

4 EC

LAWN

5 CA

5 AC

1 RC 7 AS 52 CP 5 CV

(4) 5-E 34 CP

4 EP 3 EC 24 CP

4 SL

3 VT 6 GS 7 PP 6 PD

7 PP 6 AC

LAWN

C.P.

COBBLESTONE CURB - SECTION

5 PD

5 AS

1 RC 3 CV 2 PV 6 AC

5 PP 10 GS 3 PD

2 RC 7 CV

21 CP

4 CV

1 RC 2 EP 4 AC 1 PV 2 EP

4 5

DRAWING TITLE

Planting Plan

EX. DECK

19 CP

14 CV ELECTRICAL OUTLET

17 CV

10 RC L-H

LOW VOLTAGE LIGHTING & ELECTRICAL LEGEND / SCHEDULE TRANSFORMER

12 EP 6 CA

T-#

T-6 (2) 6-G

FIXTURE SYMBOLS (#) #-X

TRANSFORMER (T) OR LINE VOLTAGE (L)/ SCENE NUMBER

FIXTURE KEY TRANSFORMER/ SCENE QUANTITY

KEY

LANDSCAPE ARCHITECT

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

KLV715NB, PL71, KLV400, AGS71NB

B C D E F G

SLLUSQ-COP-CANSS 1130/#30/XE10C-20 POND/W-SS LTV766-L12-HL73 MESA-DL-126-EXT-B-704-3-261 FL1B-AGE-C4-K2-04-L3-0-H1

20 20 20 20 35 35

LTV761 HS60 (LOUVER)

QTY.

NOTES

WATTAGE

MODEL #

DRAWING INFORM

NOTE: ELECTRICIAN SHALL COORDINATE SWITCH, PHOTOCELL AND TIMER LOCATIONS W/ HOMEOWNER

EXTERIOR GFCI DOUPLEX OUTLET (PROVIDE SAMPLE FOR APPROVAL)

FIXTURE SCHEDULE (OR APPROVED EQUAL)

KIM LTG. SCARAB W/ SPEAR MOUNT 1 & PRISMATIC LENS 1 HUNZA: STEP LITE LOUVRE SQ. TEKA: PATH LIGHT 9 3 HUNZA POND/W 4 KIM: MINI VAULT 19 DREAMSCAPE DOWN LIGHT VISION 3: FLOOD 2 TREE MOUNT M08-C36000- AGE 1 KIM: MINI VAULT

July 26, 2012 DATE OF ISSUE

For Construction DESCRIPTION

TRANSFORMER SCHEDULE / SCENE (OR APPROVED EQUAL)

WATTAGE

SCENE MODEL # T-1 T-2 T-3 T-4 T-5 T-6 T-7

TBC303-15 KLV605 ML100THB ML100THB KLV600 TBC303-15 TBC603-12

(DIRECT BURIAL)

300 300 100 100 200 300 600

1 1 1 1 1 1 1

LANDSCAPE ARCH

PROJECT NAME

UNDISTURBED/ COMPACTED SUBGRADE

1 X 4 DECKING, SEE SPEC.

Environmental

TC 17.00 BC 16.75

+ + +

19.60

TS 20.61 BS 19.60

+ +

TS 17.41 ++ BS 16.91 + TP 20.04 FG 17.75 BS 17.50

RIM 16.67 SEE SPEC. FG 17.50 TS 17.41 BS 16.91 TC 17.41

++ +

TC 17.16 BC 16.91 ++

Civil Engineer Ryder & Wilcox

LP SLAB 17.00 FG 17.00

PO Box 439 S. Orleans, MA. 02662 Tel 508-255-8312

FBF +/- 18.00 BS 17.48

Environmental

RESIDENCE

+ 16.91

TC 17.25

TC 17.16 BC 16.91 TW 26.20 BW 17.25

+ +

++ +

Wilkinson Ecological

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

TW +/- 25.00 (EX.) BW +/- 25.00 + + + + + FFF +/- 27.12 BS 26.62

FFF +/- 27.12 BS 26.62

TS 26.54 BS 26.04

+ +

TS 26.54 BS 26.04

20 +

+ +

TS 26.54 BS 26.04

25.85

25.94 +

25.85

RIM 25.65 + SEE SPEC.

25.85

C.B. SEE SPEC.

REVISIONS 1 2 3

C.B. SEE SPEC.

BW 16.90

+ +

TS 26.54 BS 26.04

4 5

GEN

LP SLAB 17.00 FG 17.00 FFF +/- 27.12 BS 26.62 + + +

TP 21.11 TW 20.61

PROVIDE 22 SMOOTH WALL 23 TRANSITION

SWALE

DRY WELL (SEE SPEC.)

TS 19.54 BS 17.50 TP 21.11

TS 22.86 BS 20.83

24 +

PROPOSED BED LINE TYP.

Grading Plan EX. DECK

TD 24.50 + BS 24.50

DRAWING TITLE

TS 25.11 BS 23.08 23

ANITIQUE GRANITE COBBLESTONE PAVING IN RANDOM PATTERN. SWEEP JOINTS FULL WITH STONE DUST. (SEE SPEC.) BUTT TIGHT JOINT WITH STONE DUST SWEPT FULL (SEE SPEC.)

Architectural Design In

62 Route 6A Orleans, MA 02653 Tel 508-255-0606

+ + +

+ ++

Architect

CONNECT DRIP-STRIP DRAINS & DAY LIGHT THROUGH WALL

TS 17.42 BS 16.90

TC 17.41

TW 16.25

Wilkinson Ecological

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

ANTIQUE GRANITE COBBLESTONE BAND SWEEP JOINTS FULL WITH STONE DUST. (4 COURSE WIDTH TYP.) (SEE SPEC.)

F.G. SEE PLAN

DRY WELL (SEE SPEC.)

BLOCKING/ PLYWOOD ALONG CURVE AS NEEDED

FBF +/-18.00 BS 17.50

+ +

++ +

TC 17.41 BC 16.91

TW 16.90 BW 15.00 FBF +/- 18.00 BS 17.48

Max Makowsky Tel: 508-241-4197 Email: mmakowsky1@

+ +

++ +

Project Manager

TW 16.90 BW 12.00

+ +

+ + +

+ ++ ++

DRAWING INFORM

REVISIONS 1

[5]

TC 17.16 BC 16.91

++ +

2X10 JOIST FASTENED TO BEAM W/ JOIST HANGER

F.G./ VARIES SEE PLAN FOR ELEV.

+ +

TC 17.00 BC 16.75

TC 20.61

DECK ELEV./ SEE PLAN

6X6 POST (SEE PLAN FOR LOC.)

4" +

+ +

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

6X6 POST (SEE PLAN FOR LOC.) 6X6 POST (SEE PLAN FOR LOC.)

PO Box 439 S. Orleans, MA. 02662 Tel 508-255-8312

COBBLESTONE PAVING - SECTION

(2) 2X10 BEAM SECURED TO POST AS NECESSARY WITH ANCHOR PLATES

(2) 2X10 BEAM SECURED TO POST AS NECESSARY WITH ANCHOR PLATES 2X10 JOIST FASTENED TO BEAM W/ JOIST HANGER

F.G./ VARIES SEE PLAN FOR ELEV.

Ryder & Wilcox

TW 19.25 BW 17.25

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

SECO

TP 19.75

TC 17.41 BS 16.91 TS 17.41 4" BS 16.91 TC 17.41 BC 16.91 TC 17.16 BC 16.91 TC 17.25 RIM 16.67 SEE SPEC.

ALIGN

OF WOR Y LIMIT TW 17.25 TP 19.75

NDAR

Civil Engineer

OVERFLOW TO DAYLIGHT

TC 17.16 BS 16.91

+++

1X12 CURVED FASCIA, SEE SPEC.

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

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

+ +

RADIAL GRANITE CURB, SEE SPEC. 12"

TW 19.25 BW 17.25

Architectural Design Incorporated

62 Route 6A Orleans, MA 02653 Tel 508-255-0606

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

PROJECT TEAM

PROVIDE OVERFLOW COBBLESTONE RUNNEL & WALL SCUPPER

BW +/- 7.00 (EX.)

Architect

WOOD DECK - PLANS

Kathie Whitaker 176 Quanset Road Orleans, Ma 02653

Max Makowsky Tel: 508-241-4197 Email: mmakowsky1@comcast.net

3/4" COMPACTED DENSE PACK GRAVEL BASE

Whitaker Residence

PRIMARY LIMIT OF WORK

Project Manager

ANITIQUE GRANITE COBBLESTONE PAVING SWEEP JOINTS FULL WITH STONE DUST. (SEE SPEC.) 1" MIN. STONE DUST SETTING BED

C 5.3

DECK ELEV./ SEE PLAN

FILE

Dan K. Gordon Assoc 267 Washington Stre Wellesley, MA 02481 Tel. 781.237.5751 Fax. 781.235.6349 dg@dangordonassoc www.dangordonasso

PROJECT TEAM

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

C L POST +/6"

DRA

PROJECT #

L-4.1

176 Quanset Road Orleans, Ma 02653

F.G. (SEE PLAN)

CONCRETE PIER (TYP.)

DECK ELEV./ SEE PLAN

PLAN SCALE

DRAWING NUMBER

Kathie Whitaker

BUTT TIGHT JOINTS

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

1 X 4 DECKING

1/8"=1'-0"

QTY.

NOTES

HADCO TRANSFORMER KIM TRANSFORMER INTERMATIC TRANSFORMER INTERMATIC TRANSFORMER KIM TRANSFORMER (DIRECT BURIAL) HADCO TRANSFORMER (DIRECT BURIAL) HADCO TRANSFORMER NOTE: SWITCH / SET TIMER FOR T-1 & T-7 TO POWER ON / OFF TOGETHER.

Dan K. Gordon Associates 267 Washington Street Suite 6 ZEROWellesley, SLUMP CONCRETE MA 02481 CRADLE Whitaker P. 781.237.5751 F. 781.235.6349 UNDISTRUBED/COMPACTED SUBGRADE Residence dangordonassociates.com

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

1x12 FASCIA SEE SPEC.

2 SL

7 SL

2X10 JOIST (16" O.C. TYP.) SEE SPEC. BUILD OUT RADIUS W/ WOOD BLOCKING/PLYWOOD SECURED TO BEAM AS NEEDED (TYP.)

D 5.3

REVISIONS

LAWN

PROJECT NAME

2X10 BLOCKING (TYP.) SEE SPEC.

1X4 DECKING, SEE SPEC. DECKING SHALL RUN PARALLEL WITH SOUTH FACADE OF RESIDENCE

PAVING, SEE PLAN FOR MATERIALS FINISHED GRADE SEE PLAN FOR MATERIALS

5 PQ

6 HA

150 AU 4 IU

3 IVL

(9) 2-C 8 IVL

NG*

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

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

GEN

4 CV 5 CV

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

TO DRIVEWAY & ADDRESS BOULDER LIGHTING

6 MP

CL POST

Wilkinson Ecological

LAWN ELECTRICAL PANEL

T-5 T-2

6 MP

A Cobble Stone Threshold / Landing B Creeping Juniper C Monolithic Stair w/ cheek wall D Carolina Rose E Natural Stone Steppers w/ Grass Joints F Annabelle Hydrangea G Fieldstone Retaining Wall H Virginia Sweetspire & Verginia Creeper I Inkberry Holly J Sweetbay Magnolia J Oakleaf Hydrangea

Scale: 1” = 16’-0”

Environmental

4 HA

11 IVL

42 IG

6 CAS 3 IVL

Legend

7 IG

08/07/12

TYP. GALVANIZED STEEL POST ANCHOR

TYP. CONC. PIER

+ 16.25

4 DATE

July 26, 2012 DATE OF ISSUE

TYP. GALVANIZED STEEL POST ANCHOR

TYP. CONC. PIER

For Construction DESCRIPTION

DRAWING TITLE

Site Details

WOOD DECK THROUGH JOIST - SECTION SCALE: 1-1/2"=1'-0"

WOOD DECK THROUGH BEAM - SECTION SCALE: 1-1/2"=1'-0"

WOOD DECK AT GRANITE CURB - SECTION SCALE: 1 1/2"=1'-0"

COBBLESTONE PAVING - PLAN

1/8"=1'-0"

PLAN SCALE

DRA

PROJECT #

FILE

DRAWING NUMBER

L-3.1

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

Fax. 781.235.6349 dg@dangordonassociates.com www.dangordonassociates.com PROJECT NAME

Linden Crest Condominium CLIENT

Linden Crest Condominium

56-68 Linden Street Wellesley, MA 02481

MAP 136, LOT 93 37,814 SQ.FT. 0.87 ACRES

PROJECT TEAM

Surveyor

OF SLOPE LIMIT OF WORK -TOE

Metrowest Engineering, Inc. 75 Franklin Street Framingham, MA 01702 Tel: 508.626.0063 Fax: 508.875.6440

STONE SURFACING TYP. SEE SPEC. CL CHIMNEY & RIM

LAWN (TYP.) CL CHIMNEY & RIM

EXISTING #60 UNIT FF 160.91

EXISTING #62 UNIT FF 160.83

EXISTING #64 UNIT FF 157.26

BLUESTONE PAVING

BRICK PAVING

LAWN

RELOCATED SHED, SEE SPEC.

4'-0"

Tie in w/ ex. drainage

SHED (96 SF)

ALIGN

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

CL RIM EQ.

ALIGN

EQ.

ALIGN

±5'-0"

3'-0" ±5'-0"

W R= '-4" 5 ±

5'-6"

±5" B/W EDGE OF DOOR TRIM & EDGE OF POST J 5.1

Layout & Materials Plan

9'-0"

W C 5.1

COBBLESTONE CURB

D 5.1

COBBLESTONE PAVING

28'-0" AT P.L.

5'-6"

BIT.CONC. PAVING

D 5.1

COBBLESTONE PAVING

5'-6"

CL PIER

H 5.1

MASONRY PIER

August 31, 2012

LANDSCAPE ARCHITECT DRAWN BY PLAN SCALE FILE NAME

PROJECT #

+155.60

1811

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

L-2.1

DCB RIM=155.22' INV.OUT=152.82'

PATCH

DD / AH

1/8"=1'-0"

BIT.CONC. CURB SEE SPEC. 17'-0" SMH W MAX. RIM=156.16' PAVED OVER

+158.85

DESCRIPTION

BIT.CONC. A 5.1 PAVING

BIT.CONC. CURB SEE SPEC. W 33'-6" AT GUTTER

8"SEWER MAIN S

A 5.1

Unit 64

Unit 66

PROJECT NAME

1-1/2'' BITUMINOUS CONCRETE TOP COURSE 1-1/2'' BITUMINOUS CONCRETE BINDER COURSE

Residence

+152.10

F.G. (SEE PLAN)

6"WATER MAIN

BIT.CONC. PAVING

Linden Crest Condominium

UNDISTURBED/ COMPACTED SUBGRADE

CLIENT

Linden Crest Condominium

DECK

+ H.P. RIM ± MEET EX. ±4%

SWALE

F.G. (SEE PLAN)

+158.4

INV. 154.90

DECK

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

ALE

Drive

PROVIDE HEADER STONES FULL WIDTH OF WALL EVERY 4 STONES

F.G. (SEE PLAN)

2'' BLUESTONE PAVING, SEE SPEC. 1/2" STONE DUST JOINTS SWEPT FULL, SEE SPEC.

3/4" FREE DRAINING CRUSHED STONE WRAPPED IN PERMIABLE FILTER FABRIC

Entry1'-0"& Exit

1'' STONE DUST SETTING BED

+160.3

MIN.

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

1'-0" MIN.

G.F.E.=164.08'

163.8

+ 164.1

+ +

TW 164.25 + 160.8

160.5 +

160.69 ++160.7 S

S +163.6 163.76 ++163.8 +

+ +

+ 157.2 + 157.17

160.61

G.F.E.=157.34'

TW 161.05

+160.5 S +160.4

+ +

16'

DRY SET BLUESTONE - SECTION

+/- 4"

DATE

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

DRAWING TITLE

F.F.E. 158.83

+156.8

TW 162.50 BW 160.00 ±159.95 MEET EX.

MEET EX.

157

TC/BC 155.83

MEET EX.

TC MEET EX. FG

155.7 +

156.1 + + + +155.9

TC MEET EX. TC BC MEET EX. FG

++156.5

155.9+

DESCRIPTION

KIM LIGHTING: MINIVAULT

SLS - COP - SLCAN - DFL

HUNZA: STEP LITE

DD / AH

1/8"=1'-0"

LANDSCAPE ARCHITECT DRAWN BY PLAN SCALE

1811

0’

FILE NAME

PROJECT #

+156.6

RIM=155.22' QTY. INV.OUT=152.82'

PATCH

NOTES

LTV766 - HS60 - HL73

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

8’

16’

32’

Scale: 1” = 16’-0”

L-3.1

1'-0" MIN.

Linden Crest Condominium

56-68 Linden Street Wellesley, MA 02481

1 CA

4 NF 18 LS 1 IM

1 CA 7 LS 3 NF

1/2" STONE DUST 1 CA NF JOINTS SWEPT 2FULL, 5 LS SEE SPEC. 1'' STONE DUST SETTING BED

15 LS

1'-0" MIN.

15 LS

3 HA

3 IG 140 PT 1 CF 5 HR

15 LS 3 HA

2 IM 4 NF 23 LS 1 IM

1 CA 7 LS 2 NF

15 LS

50 LS

3 IG 140 PT 1 CF 5 HR

3 HA 200 PT

3 CS

1'-0" MIN.

UNDISTURBED/ COMPACTEDDRAWING SUBGRADE

LAWN (TYP.)

2 HA

DRY SET BLUESTONE - SECTION

UNDISTURBED/ COMPACTED SUBGRADE

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

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

1 GT 11 TM

+/- 4"

+/- 7"

1 GT 5 TM 740 PT

8 TM 1 GT

4 NF

17 LS

20 LS

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

(SEE PLAN)

10"

ADJACENT PAVING (SEE PLAN FOR MATERIALS) FINISHED GRADE (SEE PLAN) JUMBO (4"X7"X10") GRANITE COBBLESTONE PAVING (SEE PLAN FOR PATTERN)

4'-0" MIN.

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

For Construction DESCRIPTION

1/8"=1'-0"

PROJECT #

1'-1"

DD / AH DRAWN BY

FILE NAME

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

11"

1" X 5 12" TREX DECKING TYP. (SEE SPEC. & MANUFACTURER'S INSTALLATION RECOMMENDATIONS)

LINDEN CREST

CRAFTMANSHIP.)

ELEVATION

1" STONE DUST SETTING BED PROJECT TEAM 3'-0" SQUARE

Surveyor COMPACTED DENSE PACK BASE Metrowest Engineering, Inc. 75 Franklin Street

4 X 4 P.T. POST BOXED OUT TO 5 12" SQ.

SOLID MASONRY CORE

MIN.

B.P. ELEV. (SEE PLAN)

3 STEEL Linden Crest 16" BORDER GUARD EDING (SEE SPEC.) Condominium 15" STEEL STAKE 32" O.C. 56-68 Linden Street (SEE SPEC.)

Dan K. Gordon 267 Washingto Wellesley, MA P. 781.237.5751 FIELDSTONE PIER (SEE SPEC. dangordonasso FOR MATERIAL &

4" BLUESTONE CAP SET ON 1/2" MORTAR SETTING BED, SEE SPEC.

2" TYP.

1'-0"

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

MA 01702 UNDISTURBED Framingham, OR Tel: 508.626.0063 COMPACTED SUBGRADE Fax: 508.875.6440

SECTION

1-1/2" FILLER AS NEEDED 2X10 DBL. P.T. BEAM

2X10 P.T. STAIR LEDGER BRICK PAVING - SECTION 3

1'-0" 4" TYP. SCALE: 1 1/2"=1'-0" TYP.

T.P. ELEV. (SEE PLAN)

BLUESTONE PLAQUE W/ 3" HEIGHT CARVED TEXT IN 'CENTURY' FONT. ALL TEXT SHALL BE PAINTED WITH BLACK LITHOCHROME PAINT. SET PLAQUE WITHIN FIELDSTONE FLUSH W/ FRONT FACE OF PIER. PROVIDE SHOP DRAWING FOR APPROVAL BY L.A. SEE PLAN FOR LOCATION OF SINGLE ADDRESS PLAQUE.

2X12 P.T. STAIR STRINGERS TYP. +/-12" O.C. 3/4" X 5-1/4" RISER TYP.

FULLY COMPACTED TRAP ROCK TO FROST DEPTH (4'-0" MIN.) UNDISTURBED/ COMPACTED SUBGRADE

STONE ENTRY PIER - SECTION & ELEVATION SCALE: 3/4"=1'-0"

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

CONC. PAD FULL LENGTH OF STAIR UNDISTURBED / COMPACTED SUBGRADE

REINFORCED CONCRETE FOOTING (#4 REBAR 12" O.C. THREE DIR. TYP.)

1'-6"

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

REVISIONS 1

September 28, 2012

2 3 4 5

UNDISTURBED/ COMPACTED SUBGRADE

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

1" X 5 TREX DECKING TREADS TYP. (SEE SPEC.) 3/4" X 4-3/4" RISER AT BOTTOM STEP

TYP. STAIR HANGER 2X10 P.T. LEDGER SECURED TO BLDG. FRAMING (PROVIDE (2) 1/2" X 6" GALV. LAG BOLTS STAGERED16" O.C.)

8" TYP.

L-4.1

Firm: Dan K. Gordon Associates Wellesley, MA

LANDING - SECTION

1 2"

DRAWING NUMBER

3" TYP.

MONOLITHIC GRANITE STAIR, MORTAR TO FOOTING (SEE SPEC.)

COBBLESTONE CURB - SECTION

WELLESLEY, MA

August 31, 2012 DATE OF ISSUE

T.S. (SEE PLAN)

PLAN SCALE

MULTI-FAMILY RESIDENTIAL C UNDISTRUBED/COMPACTED SUBGRADE

220 PT 15 TM

1811

JUMBO COBBLE SET ON EDGE (4" X 7" X 10"). SET COBBLE BUTT TIGHT TO ADJACENT COBBLE W/ NO VISIBLE MORTAR JOINT BETWEEN STONES.

TYP. JOIST HANGER

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

BED LINE 400 PT 1 GT

FINISHED GRADE SEE PLAN FOR MATERIALS

ZERO SLUMP CONCRETE CRADLE

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

1 HP

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

PAVING, SEE PLAN FOR MATERIALS 1 GT

DECK ELEV. SEE PLAN FOR ELEV.

2X12 FLOOR JOIST (ASSUMED)

INFORMATION

CL PIER & PLAQUE 10"

Linden Crest Condominium

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

F.F.E SEE PLAN FOR ELEV.

STONE GRAVITY WALL - SECTION (12V)

(4) 1-A T-1

1 GT

1 HP 3 CA 5 NF

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

Wellesley, MA 02481

FLASHING ALONG FULL LENGTH OF LEDGER (SET ON BEAD OF SILICONE ALONG LEDGER)

11 TM 135 PT 1 GT

(12V)

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

EQ. RISERS (SEE PLAN)

2" MIN.

5 IG

DATE

COMPACTED 1-1/2" CRUSHED STONE DRAWING TITLE BASE TO FULL FROST DEPTH (4'-0" Planting MIN.) Plan

16'

580 PT

7 CS

(1) 1-B T-1

2/310HEIGHT LS (2'-0" MIN.)

1'-0"10 LS MIN.5 HR

3/4" COMPACTED GRAVEL BASE

800 PT

BUTT-TIGHT JOINTS SWEPT FULL W/ STONE DUST

6" MIN. F.G. (SEE PLAN)

3/4" FREE DRAINING REVISIONS CRUSHED STONE September 18, 2012 1 September 28, 2012 WRAPPED IN 2PERMIABLE 3 FILTER FABRIC 4

Proposed Canopy Tree, Typ.

UNDISTURBED/ COMPACTED SUBGRADE

BRICK PAVING ON EDGE. RUNNING BOND FIELD (SEE PROJECT NAME SPEC.). SEE PLAN FOR DIRECTION OF COURSING

3'-0"

2" TYP. 1 CA 2 NF 6 LS

2 NF 9 LS

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

1'-0" MIN.

F.G. (SEE PLAN)

1-1/2" PVC WEEP 6'-0" O.C. (HOLD PIPE 3" BACK FROM F.O.W. PITCH TO DRAIN) EXISTING #68 UNIT FF 158.83

REINFORCED CONCRETE FOOTING (#4 REBAR 12" O.C. THREE DIR. TYP.)

Flowering Tree, Typ.

GRANITE MONOLITHIC STAIRS - SECTION

267 Washington Street Suite 6 Wellesley, MA 02481 Tel. 781.237.5751 Fax. 781.235.6349 dg@dangordonassociates.com www.dangordonassociates.com

COBBLESTONE PAVING - SECTION

10"

4 NF 23 LS 1 IM

PROVIDE HEADER STONES FULL WIDTH OF WALL EVERY 4 STONES

LAWN

F.G. (SEE PLAN)

2'' BLUESTONE PAVING, SEE SPEC.

64 Linden Crest Wellesley, MA August 31, 2011

EXISTING #66 UNIT FF 157.34

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

18 LS 2 HA

Linden Crest Condominiums

2'-5"

1" 12 TYP.

UNDISTURBED/ COMPACTED SUBGRADE

EXISTING #64 UNIT FF 157.26

6 LS

EXISTING #62 UNIT FF 160.83

1'-0" MIN.

1 CA 2 NF

EXISTING #60 UNIT FF 160.91

BITUMINOUS CONCRETE PAVING - SECTION

+/- 3" MIN.

PROPERTY LINE

1 AC 6 IG

3/4" COMPACTED GRAVEL BASE DECK

DECK

EXISTING #58 UNIT FF 164.08

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

MONOLITHIC GRANITE STAIR, MORTAR TO FOOTING (SEE SPEC.)

3/4" COMPACTED GRAVEL BASE

Tel: 508.626.0063 Fax: 508.875.6440

F.G. (VARIES SEE PLAN) ZERO BATTER AT EXPOSED BACKSIDE OF PARAPET WALL STONE WALL WITH FULL WIDTH MORTAR JOINTS. (SEE SPEC. FOR MATERIAL AND CRAFTMANSHIP)

3 4"

EXISTING #56 UNIT FF 164.49

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

Field Stone Entry Pier

UNDISTURBED/ COMPACTED SUBGRADE Dan K. Gordon Associates, Inc.

NORTH

DECK

LAWN (TYP.)

T.S. (SEE PLAN)

Decorative Accent Paving

(SEE PLAN)

UNDISTRUBED/COMPACTED SUBGRADE

1" MIN. STONE DUST SETTING BED

3'-6"

Schematic Plan - Alternative Two

T.W. ELEV. (SEE PLAN)

HEIGHT (VARIES SEE PLAN)

1'-0" MIN.

1'-3" N.T.S.

PROPERTY LINE

F.G. (SEE PLAN)

2X12 FLOOR JOIST (ASSUMED)

LANDSCAPE ARCHITECT

SELECT LARGE NATURALY TEAM FLAT STONESPROJECT AS NEEDED TO MINIMIZESurveyor JOINTS ALONG TOP FACE MetrowestOF Engineering, Inc. 75 Franklin Street WALL Framingham, MA 01702

OF SLOPE LIMIT OF WORK -TOE

ZERO SLUMP CONCRETE CRADLE

JUMBO (4"X7"X10") GRANITE COBBLESTONE PAVING (SEE PLAN FOR PATTERN) SWEEP JOINTS FULL WITH STONE DUST.

PROJECT NAME

Linden Crest Condominium

1-1/2'' BITUMINOUS CONCRETE TOP COURSE 1-1/2'' BITUMINOUS CONCRETE BINDER COURSE

3" TYP.

ADJACENT PAVING (SEE PLAN FOR MATERIALS) FINISHED GRADE (SEE PLAN)

10"

CLIENT

JUMBO COBBLE SET ON EDGE (4" X 7" X 10"). SET COBBLE BUTT TIGHT TO ADJACENT COBBLE W/ NO VISIBLE MORTAR JOINT BETWEEN STONES.

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

For Construction

+156.5

SMH RIM=156.16' PAVED OVER

DCB

WATTAGE

MODEL #

1'-1"

COBBLESTONE CURB - SECTION

DATE OF ISSUE

+ 156.7

156.2++ TC MEET EX. TC BC MEET EX. FG W

FINISHED GRADE SEE PLAN FOR MATERIALS

C Evergreen Hedge

August 31, 2012

TC MEET EX. FG + +

+ +

KEY

Monolithic Granite Tread

156.7 +

+ +

FIXTURE SCHEDULE

157.8

+156.6

155.90 EMITTER

TC MEET EX. FG TC MEET EX. TC BC MEET EX. FG

NOTE: W W ELECTRICIAN SHALL COORDINATE SWITCH, PHOTOCELL AND TRANSFORMER / TIMER 8"SEWER MAINLOCATIONS W/ PROPERTY MANAGER / OWNERS. FIXTURE KEY 155.8 S S TRANSFORMERS/ SCENE S + QUANTITY

FIXTURESW SYMBOL (#) # - X

Proposed Fieldstone Wall

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

+157.1

BSMT. SUMP OVERFLOW EMITTER

INV. 154.30 TP 159.60 BP 155.85

++ +

MEET EX. ±155.75

+ 155.6 + 155.5

+ 4" ++

TC 156.21 BC 155.88

LIGHTING & ELECTRICAL LEGEND / SCHEDULE W

9 15

W 156

TC MEET EX. TC BC MEET EX. FG

S +157.4

8 15

+ INV. 154.30 TP 160.25 + BP 156.50 ++ 4" ++ TC 156.58 + BC 156.25

TC/BC 156.13 MEET EX. ±156.00

TW 158.50 BW 157.50

6"WATER MAIN

DRY WELL SEE SPEC.

156.50 + 156.5 EMITTER

155.6 +

+ 157.2

TC MEET EX. TC BC MEET EX. FG

159.6

+ 157.2

RIM 156.80

157

TS 156.5

200.00' 161.00 N 85°33'41" E

TW 162.00 BW 157.75

MEET EX.

+ + +158.2 TC MEET EX. TC BC MEET EX. FG

+159.1

INV. 154.30 TC 156.00 BC 156.00 TC 156.28 BC 155.95

DRAWING INFORMATION

BACKFLOW PREVENTER

+ + +

UGE

156.83 156.77

UGE

UGE+ +

156.83 + +156.9 156.80 +

+156.8

DRY WELL SEE SPEC. INV. 154.30

INV. 154.30

INV. 154.30 INV. 154.30 +156.6 BACKFLOW PREVENTER TS 155.30

+ +

+ + T +

+ 160.3 ±161.50

RIM 160.67 M.H. / C.B. SEE SPEC. INV. 157.67

+156.3

1 16

+ +

+163.2

TC 161.83 BC 161.50

156.7 + 156.83 156.73

4" 4" 0

PATCH

162

TS 161.50 BS 160.00

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

+158.3

NORTH

162.4 + TC 161.93 BC 161.60 TC 161.88 BC 161.55 +161.6 + 164.3

Grading & Drainage Plan

+160.7

TW 161.05

+160.3

6"PVC

TW 164.25

163

4" + 157.3

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

PAVING, SEE PLAN FOR MATERIALS

INV. 155.30

INV. 155.04

Tie in w/ ex. storm drain

UNDISTURBED/ COMPACTED SUBGRADE

STONE GRAVITY WALL - SECTION

Linden Street

September 18, 2012 September 28, 2012

157.12 +

157

UNDISTURBED/ COMPACTED SUBGRADE

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

REVISIONS

157

6"PVC S

FLASHING ALONG FULL LENGTH OF LEDGER (SET ON BEAD OF SILICONE ALONG LEDGER)

+159.6

EXISTING #68 UNIT FF 158.83

INV. 157.30 157.32

157.10

+157.2 +

+ +157.1 +157.4

+ 8"

3/4" COMPACTED GRAVEL BASE

COMPACTED 1-1/2" CRUSHED STONE BASE TO FULL FROST DEPTH (4'-0" MIN.)

1'-0" MIN.

+163.8 + 163.80

+ 163.8

+ 159.8

RIM ± 156.30 INV. 154.90 H.P.

F.F.E. 157.82 BS 157.32

INV. 155.22 G.F.E.=157.26'

+ +

G.F.E.=160.83'

E.B.

+ +

STEPS 163.87

LANDING 157.75 BS 157.37

F.F.E. 161.27 BS 160.81

G.F.E.=160.91' INV. 158.58

+ +

E.B.

165.4 + 4 16 +

LANDING 161.22 BS 160.89

LANDING 164.46 BS 163.96

E.B.

PROPERTY LINE

+166.0 5 16

+ 165.8 +

+ 165.5

MEET EX. ±157.10 MEET EX. (DECK) INV. 155.1

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

SMH RIM=163.47' INV.IN=160.82' INV.OUT=160.62'

F.F.E. 164.49 BS 164.00 INV. 161.99 G.F.E.=164.09' + + 163.9 + + 4"P 164.0 VC 164.0 TW 165.90

166 TS 165.90 BS 163.90

+ 157.10 157.6 INV. 155.60 F.F.E. 158.92 +

EQ. RISERS (SEE PLAN)

MEET EX. ±157.10 (UNDER DECK) +167.4

+ + +157.5

+158.0 156.99 +

2" MIN.

EXISTING #66 UNIT FF 157.34

4'-0" MIN.

EXISTING #64 UNIT FF 157.26

EXISTING #62 UNIT FF 160.83

+/- 7"

EXISTING #60 UNIT FF 160.91

NORTH

EXISTING #58 UNIT FF 164.08

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

157.05

EXISTING #56 UNIT FF 164.49

1'-0" MIN.

SW +165.3

7" 4"

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

2" TYP.

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

Guest Parking

Metrowest Engineering, Inc. 75 Franklin Street Framingham, MA 01702 Tel: 508.626.0063 Fax: 508.875.6440

4" ±4%

Surveyor

S 04°53'50" E

4" +

PROPERTY LINE

AC SWALE

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

±4%

DECK

RIM ± MEET EX. H.P. 4" +

±4%

MEET EX.

±4%

RIM ± MEET EX. H.P. + 4" ±4%

+ H.P.

±4%

4" MEET EX.

±4%

188.68' S 04°49'23" E

6" MEET EX. MEET EX.

MEET EX.

SELECT LARGE NATURALY FLAT STONES AS NEEDED TO MINIMIZE JOINTS ALONG TOP FACE OF WALL F.G. (VARIES SEE PLAN) ZERO BATTER AT EXPOSED BACKSIDE OF PARAPET WALL STONE WALL WITH FULL WIDTH MORTAR JOINTS. (SEE SPEC. FOR MATERIAL AND CRAFTMANSHIP)

1'-0" MIN.

PROJECT TEAM

OF SLOPE LIMIT OF WORK -TOE

* UNITS HAVE OIL FILL

BITUMINOUS CONCRETE PAVING - SECTION

+/- 3" MIN.

56-68 Linden Street Wellesley, MA 02481

+158.5

189.70'

MAP 136, LOT 93 37,814 SQ.FT. 0.87 ACRES

1'-3" N.T.S.

T.W. ELEV. (SEE PLAN)

3/4" COMPACTED GRAVEL BASE

1'-0" MIN.

Unit 62

DATE OF ISSUE

For Construction

Unit 60

W S

H MASORY 5.1 PIER

EQ.

± 35"

EQ.

BLUESTONE PAVING

A 5.1

ALIGN

BED LINE

R= 3'-9"

UGE

F 5.1 EQ.

B 5.1

HEIGHT (VARIES SEE PLAN)

CL PIER & RIM

PATCH

C 5.1

DRAWING INFORMATION

A 5.1

COBBLESTONE CURB

Unit 58

Unit 56

S ALIGN F.O.W & RIM

2'-8"

DATE

DRAWING TITLE

11'-0" TYP.

ADDRESS PLAQUE

September 28, 2012

LANDING

LAWN (TYP.) BIT.CONC. PAVING

ALIGN (BOTH PIERS)

UGE

4'-9"

BIT.CONC. PAVING

16'

September 18, 2012

1'-9"

BLUESTONE PAVING

±36" (EX.)

B 5.1

ALIGN

B 5.1

GUARDRAIL SEE SPEC.

BASELINE A F.O.W.

ALIGN

BLUESTONE PAVING

ALIGN A 5.1

CL DOOR & LANDING

6"PVC S

F 5.1

R= 42 "

REVISIONS

5'-0"

3'-0"

5'-0"

±5'-0" 30" 3'-0"

±5'-0" 3'-0"

5'-0" 5'-0"

ALIGN

B 5.1

GUARDRAIL SEE SPEC.

1'-6"

R= " 3'-5

UGE

ALIGN

BLUESTONE PAVING

EXISTING #68 UNIT FF 158.83

6"PVC

BASELINE C EDGE OF TRIM / PAVING

27'-3" ±3'-3"

ALIGN T

BLUESTONE PAVING

R= '-1" 6 ±

5'-0" G 5.1

S F 5.1

R= 42 " R= '-1" ±6

20'-0"

30" 3'-0" ±5'-0"

3'-0"

9'-6"

S ALIGN

B 5.1

BLUESTONE PAVING

B 5.1

UTILITY SLEEVES TYP. SEE SPEC.

ALIGN EDGE OF PAVING W/ EDGE OF TRIM TYP. AT GARAGE DOORS

R= " ±32

F 5.1

BLUESTONE PAVING

R= 8" ±2

9'-7"

R= " ±31

PROP. STOCKADE FENCE, SEE SPEC.

B 5.1

4"P

±5'-0"

R= 48"

7'-0"

BASELINE B F.O.W.

ALIGN EDGE OF PAVING W/ EDGE OF TRIM TYP. AT GARAGE DOORS

ALIGN

ALIGN EDGE OF PAVING W/ EDGE OF TRIM TYP. AT GARAGE DOORS

11"

24"

ALIGN

PROPERTY LINE

UTILITY SLEEVES TYP. SEE SPEC.

G 5.1

EX. STOCKADE FENCE TO REMAIN,

PROPERTY LINE

(SIMILAR TO J-5.1)

NEW / MODIFIED DECK, SEE SPEC.

E 5.1

EXISTING #66 UNIT FF 157.34

NORTH

EXISTING #58 UNIT FF 164.08

B 5.1

4'-0" TYP.

EXISTING #56 UNIT FF 164.49

DECK

2'-2"

DECK

3'-0"

3'-8"

DECK

3'-6"

8'-7"

CL CHIMNEY & RIM

DRAWING TITLE

DATE

[6]

FRAMING P

PROFESSIONAL WORK UNION AVENUE KNOXVILLE, TN

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.

Firm: Hedstrom Design LLC Client: City of Knoxville

[7]

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.

PRIVATE RESIDENCE SEVIERVILLE, TN

Firm: Hedstrom Design LLC

[8]

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]

MASTER PLAN

UPPER TERRACE

LOWER TERRACE

UPPER TERRACE

CATCH BASIN AT CURB CUT

ADAPTIVE TYPOLOGIES

BIORETENTION

**all graphics created through team collaboration

[10]

TALOQAN MEDICAL COMPLEX

Private

TALOQAN, AFGHANISTAN 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 oneâ&#x20AC;&#x2122;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.

Semi-private Evergreen - Afghan Pine Shade Tree - Oriental Plane Tree

Evergreen - Afghan Pine

Fruit Tree - Pistachio Flowering Tree - Apricot Shade Tree - Poplar

Public

Timber

Pistachios

Pine Nuts

Timber Production Nut Production Timber Production

Fruit Production

Transitional Latrine System

Delivery Access/ Parking

storage/utility

Family Waiting Area

Pistachio Orchard Overflow/Seasonal Gathering Spaces

Grapes

Apricots

[11]

storage /utility

Family Waiting Area

Clinic Parking

Family Waiting Area

Main Water Feature at Tuberculosis clinic

metal grommet, typ.

cloth strap waxed cloth

Privacy screen

2x4 poplar beam

poplar tree grove

poplar posts

Master Plan

1. Tuberculosis clinic 6. Pistachio Orchard

11. Clinic waiting area

2. Main waiting area 7. Latrines

12. Main drive

3. Parking area

8. Utilitiy drive

13. Poplar Grove

4. Malaria clinic

9. Jiui water feature

5. Office

10. Main water feature

heavy duty cloth straps

Moveable Seating

[12]

small poplar posts tethered at corners water resistant waxed cloth large poplar posts

heavy duty cloth straps

quick release clips existing roof

3 2

5 4 9 1 Roof shade tents

Roof Plan

1. Permanent grape arbor

8. Built-in seating

2. Temporary/seasonal shade tents 9. Main gathering area 3. Moveable seating

View of rooftop looking north

[13]

4. Building exhaust/benches 5. Water tower/storage 6. Stairwell 7. Meeting area

textured concrete water bowl soil concrete retaining wall crushed stone

main water channel textured water chute textured water bowl irrigation origin

View of west side of malaria clinic looking south

Tiered seating around water feature

View of east side of malaria clinic looking north tree grove heavy duty cloth straps water resistant waxed cloth bent poplar poles tethered together

View of north side of malaria clinic looking east

Grove tents

[14]

OLD HILL AND SIX CORNERS NEIGHBORHOOD

[1] PROPOSED URBAN GRAIN

URBAN GRAIN

SPRINGFIELD, MA

LAND USE

[2] PEDESTRIAN CIRCULATION

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

CONNECTICUT RIVER 45 MINUTES

WATERSHOPS POND 13 MINUTES

WALKING DISTANCES

[3] SIDEWALKS/CROSSWALKS

TREE COVER

* [4] VEHICULAR CIRCULATION

FOCUS AREA

SPRINGFIELD COLLEGE

ALDEN STREET SIX CORNERS

[5] PARKING AREAS

OLD HILL PARK [6] HYDROLOGY

[15]

SIX CORNERS MASTER PLAN [7] GREEN NETWORK

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.

SECTION [A]

SECTION [B]

Rowhouses (Infill) Privacy walls with built-in seating Bioretention Parallel Parking

[A]

[B]

Bioretention Modular paving/permeable strips Seating Bioretention

ALDEN STREETSCAPE

[16]

MYSTIC RIVER

MCGRATH HIGHWAY

I-9 3

SOMERVILLE, MA

Oversized McGrath Highway becomes a boulevard (4 lanes total)

FOCUS AREA

GHWA Y

Reclaimed space becomes a network of pedestrian and bicycle corridors

MCGR ATH H I

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.

[17]

UNION SQUARE

BRICKBOTTOM

CAMBRIDGE

MCGRATH HIGHWAY: MASTER PLAN

utilize old infrastructure as public art

]

FOSS PARK

[A]

GROCERY STORE bike lanes (both sides) greenway expanded park edge

]

proposed commercial development (with outdoor space)

[C] FOSS PARK planted medians

[B]

parking area

[C]

expanded park edge

existing pedestrian overpass (with proposed art installation)

PLAYGROUND

OTIS STREET bike lanes (both sides)

[C]

access road

CENTRAL MCGRATH [FOCUS AREA]

expanded park edge

Otis Street

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.

[18]

AMHERST RESIDENTIAL : vides fruit geens and pro le ed ibrry scre Edebe hedge -Blu

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

Rear Lawn:

-Added Privacy -Defined lawn area

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

Raised Garden:

-New expanded beds added -Base material added for easier maintenance

Play Area:

Patio:

Bosque:

-Wooded play area -Cools home during summer

Front Lawn:

-Added Privacy -Defined lawn area

MASTER PLAN

[19]

: Site Programming

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

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

Northern Edge:

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

[20]

NORTH AMHERST HOUSING STUDIO

bus stop main entrance conservation buffer parking area

AMHERST, MA interior community open space

]

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 multifamily housing devlopment.

trail

[B] conservation buffer pathway

social justice

bearable

equitable

dingle meadow

sustainable

environmental sensitivity

viable

work economy

Section A-A'

[21]

open space

housing

green corridor

Section B-B'

housing

dingle

129.6

FFE 131.6

FFE 132.2 129.6

128.6

FFE 132

FFE 131.2

128.6

1095

127.6

127.7

FFE 130.5 FFE 129.5

1100

FFE 128.2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

FFE 127.5

1098

Point Number

1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105 1106 1107

Layout Points Northing

42' - 3 12" 18' - 2" 42' 24' - 1 2" 16' - 10" -7' - 3 12" 18' - 5 12" -3' - 12" -8' - 7" -32' - 8 12"

56' - 3 1 2"

-6' - 1 12" -25' - 8" -34' -58' - 1 12" -31' - 9 12" -52 - 3" -58' - 8"

66' - 7 1 2" 94' - 7"

38' - 10" 34' - 4" 15' - 11" -14' - 5 12" -14' - 5 12" -90' - 7" 64' - 5"

110' - 2" 79' - 7" 65' - 10"

71' - 2 12" 54' - 3 12" 50' - 8" 104' - 5 1 2" 76' - 10 1 2" 60' - 12"

Easting

37' 30' - 2" 24' - 6" 17' - 1 12" 35' - 3" 28' - 8 12"

9' - 5" 11' - 10 12"

31' - 9 12" 25' - 2 12"

10' - 3" 10' - 3"

15' - 4" 11' - 1" 33' - 6" 26' - 11 12"

-50' - 10" -70' - 10 12"

13' - 3" 7' - 1 12" -11" -2' - 7" -2' - 7" -12' - 12" -12' - 12" -15' - 1 12" 66' - 7 12" -36' - 10 1 2" -35' - 5 12"

-72' - 8" -50' - 6" -68' - 7 12" -88' - 5 1 2" -68' - 2 1 2" -88' - 2 12" -106' - 2 1 2" -87' - 10"

-107' - 7" -48' - 6" -54' - 8" -60' - 11" -67' - 1"

-107' - 11" -123' - 11"

-134' - 2" -134' - 2" -146' - 5"

-162' - 11" -76' - 2" -111' - 9" -92' - 3"

-152' - 8" -151' - 8" -157' - 10" -154' - 2"

112' - 10" 82' - 4" 71' - 7" 115' - 8" 38' - 7" 19' - 7" 5" -18' - 5" 66' - 6" 47' - 6" 28' - 6" 9' - 5" 51' - 2" 32' - 2" 56' - 3"

-192' - 6" -217' - 1"

-134' - 3" -146' - 9" -156' - 10" -161' - 2" -154' - 3" -168' - 9" -183' - 10"

-117' - 5" -114' - 3" -126' - 7" -139' - 9"

-96' - 4" -106' - 7"

189' -80' - 11"

-184' -163' - 3" -170' - 11" -202'

-134' - 10" -165' - 11" -152' - 4" -152' - 10"

-147' - 11" -132' - 7"

-112' - 5" -116' - 9"

-98' - 9" -129' - 10"

29' - 8" -28' - 9" -68' - 2" -18' - 9" -33' - 10" -59' - 9" -12' - 1" -25' - 5" -51' - 4" -5' - 6" -17' - 1" -43' 1' - 6" -8' - 8" -34' - 7" 15' - 10" -3" -26' - 2" 8' - 1" -111' - 1" -118' - 8" -109' - 3" -121' - 1" -80' - 7" -112' - 7" -122' - 3" -83' - 11" -115' - 11"

-130' - 8" -95' - 8" -100' - 4"

-87' - 3" -95' - 8"

-128' - 4" -124' - 5"

GRADING PLAN

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

20'

R3'

2" 19'-

" 19'-2 3'

5'-1

1104

LAYOUT PLAN

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

10% X MA

1093

1097

FFE 150 126.6

125.5

1094

1099

1103

FFE 150

130.2

1092

130.8

130.2

129.7

128.7

127.7

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

129.7

128.7

127.6

126.6

125.6

129

1096

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

124.61

1024

105

32'

133.43

131.2

2% MAX

1075

1078

1081

1084

1087

16'

133.4

132.45

130.11

125.21

FFE .5 148

132.65

129.5

127

126

2 LP 124.8

18'

133.4

134.27

18'

W E LO

134.65

133.87

133.31

129

128

125.21

B GE

FFE 149

133.51

7 101

RA GA

134.65

135.1

134.18

133.73

0 13

129.71

101

H WIT

135.12

135.43

134.38

129.5

124.61

5% X MA 129.71

101

R2 0'

S NIT 5U

FFE .5 149 135.43

135.81

135.03

134.38

130.11

101 101

101

28'

135.9

136.14

135.23

2% MAX

128

126.4

127

1 101

1022

2% MAX

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4'-10" 28'

19'-2

2" 19'-

FFE 150 136.14

135.89

3.4%

129

100 100

8 100 igin of Or

1074

1080

1083

1086

1089

1090

North Amherst, MA

[22] Section A-A'

main entrance planted median

community open space

Site Planning Studio IV

30' 20' 5' 10' 0'

Focus Area 1: Grading Plan

1 30' 20' 5' 10'

131.15

127

7 Point

1065

1085

1077

1082

106

1088

136

129.5

128

100 100

100

1021

1064

1079

2.8 13 4 13

Ryan Ball Site Engineering Final Project 12/15/10 Original Team: Ryan Ball Fangfang Wang

housing

4 100

1020

1063

1076

106

107

R53

1091

25' 18'

1019

1051

1062

1050

100

1018

1047

1046

1049

1054

1057

106

107

10'-7

FFE 130 4.5 13 4 13 7+

131.15

1048

1053

1056

1060

S 6

0 107

3" 1059

ACE 106

S 107

54'-3

ACE L SP QUA 10 E

4.5 13 4 13

5% X MA

40'-

136

1052

1055

5% X MA

1058

1061

12'

Focus Area 1: Layout Plan

12'

Q 10 E '

FFE 133.8

6.2 13 5 13 0 5 6+

5% X MA

135

FFE 130.5

FFE 132

10'-5"

134

SP UAL R20

90'

55'-4

100

18'

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

KNOXVILLE URBAN WILDERNESS & HISTORIC CORRIDOR KNOXVILLE, TN 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.

2010 Knoxville Metropolitan Planning Commission Award of Excellence in Environmental Sustainability

Firm: East Tennessee Community Design Center Client: Legacy Parks Foundation

[23]

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

CENTRAL LOOP

UNIVERSITY OF TENNESSEE

SOUTHERN LOOP

SOUTH KNOXVILLE

[24]

HAND GRAPHICS

[25]

[26]

original photo by michael davidsohn