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
I
J
Evere
Lawn
Residence C Lawn Pool Lawn
Driveway
D A H
E
G
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
F
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
W
F#
2 +
Dan K. Gordon Associates, Inc.
GREATER BOSTON
267 Washington St. #6 Wellesley, MA 02481 T: 781.237.5751 F: 781.235.6349
W
F#
dg@dangordonassociates.com
WET LAN D
3 +
17.00
CLIENT
ED GE
OF
Danielle Blanc & Alvaro Aguirre 18.72
6 Everett Avenue Winchester, MA 01890
+
18
PROJECT TEAM SURVEYOR 19
Applewood Survey LLC 21 Green Street Holliston, MA 01746 T: 508.429.7233
20 21
info@applewoodsurvey.com WETLAND SCIENTIST
22
24
Dan K. Gordon Associates, Inc.
ARCHITECT
26
25
LANDSCAPE ARCHITECT
W.E. Kuriger Associates 90 Atlantic Ave Fitchburg, MA 01420 T: 978.343.0921
MATCH LINE
23
267 Washington St. #6 Wellesley, MA 02481 T: 781.237.5751 F: 781.235.6349 dg@dangordonassociates.com
53
51
CLIENT 52
50
49
48
54
+
Danielle Blanc & Alvaro Aguirre
TC (MEET EX.) BC (MEET EX.) TC (FLUSH) BC = TC
+ +
55
47
46
45
44
43
42
41
39
40
36
37
38
33
34
35
32
31
30
29
28
27
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
4"
4
58.50 +
+DATE
6" PVC
PV
6"
C
PV
PV
info@applewoodsurvey.com
C
60
EX. PORCH
+ RIM 58.13
TC 58.26
ARCHITECT 60.65 60.74
+
PVC
+
4"
PVC
TS 61.41 BS 60.91
+ +
DRAIN INLET, TYP. (SEE SPEC)
+ RIM 58.13
TW 59.50 BW 59.00
++
+ +
+
4"
+
0'
+ 60.95
60.91
60
59
60.38
60.85
60.85
+ 4" PVC
C PV 4" TS 61.74 BS 61.24
+ + +
TC (MEET EX.) BC (MEET EX.)
59
TC (FLUSH) BC = TC
+
61
EX. GARAGE FF = 61.39
September 6, 2012
C
PV
+ +
4"
PV
58.50
TC 60.62 60.56
+
MEET EX. + 61.12
+
+ 60.56
4"
RIM 58.44
+
+
+ +
6" PVC
DRAWING INFORMATION
PROPOSED ADDITION
C
+
PV
+
60.85
C
4" PVC
+
60.62 60.56 + RIM 60.50
+
+ +
+
4" PVC
4" PVC
+ 60.65 60.62
60.53 60.62 +
C
+ +
+
PV
+
GS
EX. DOWNSPOUT, TYP.
TS 61.74 BS 60.74
+
+
4"
+
EW
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 +
PT
1/8"=1'-0"
PLAN SCALE
DRAWN BY
0412
61
184.42
DATE
Grading & Drainage Plan
60.65
4"
PVC 4"
+
6" PVC
+
4" PVC
RIM 60.50
+
+
RIM 58.12
C
+
60.56 60.62
+
58.50 59.00
+
PV
+ 60.47 + 60.56 60.62
DRAIN INLET, TYP. (SEE SPEC)
+ HP 58.46
5
DRAWING TITLE
60
RIM 60.51
6"
4" PVC
56
+
4
4" PVC
+ 60.47 +
+
16'
3
6" PVC
57
52
58.50
8'
1 2
+
+ RIM 58.13
+
4'
REVISIONS
58.50
+
58.26 +
58.26
60.91
+
++
C
58.50
RIM 58.40
+ 58.11
+
C
PV
PV
4" PVC
FF = 62.24
C
TC 58.26 +
L-3.1
TS 61.99 (EX.) BS 61.03
RESIDENCE
4" PVC
PV
+
PROVIDE CLEANOUT, TYP.
TS 61.74 BS 60.74
+
60.65
6"
++
DRAWING + NUMBER
+
+ 60.74 +
POOL EQUP. LINES
DRAWN BY
FILE NAME
4" PVC
6"
PT
0412 PROJECT #
+
TP 61.31 BP 60.65
DESCRIPTION
PLAN SCALE
+ +
+
SG W E
For Pricing
++
61
September 6, 2012 DATE OF ISSUE
TW 59.50 BW 59.00
TS 60.65 BS 59.00
60
6" PVC
LAWN
TC 58.26
6" PVC
+
61
+ RIM 58.13
POOL
1 Plus 1 Design 30 North Street Hingham, MA 02043 T: 617.807.0121 info@1plus1-design.com
59
6"
VC
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
+
59
+
+
PV 4" C PV C
60
4"
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.)
C
6"
DRAWING TITLE
OVERFLOW - 4" PVC
C
6" PVC
DRAIN OUTLET
4"
6" PVC
PV
59.00
54
53
5
TC (FLUSH) BC = TC
+ +
58
3
4" PVC
51.50 +
PROJECT TEAM
57 59
51.25
8'
60
+
4'
59
0'
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
8"
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"
2"
8"
SCALE: 1" =1'-0"
2 4
9"
1"
5
DATE
UNDISTURBED / COMPACTED SUBGRADE SECTION FLAT ASHLAR STONE FIREPLACE. (SEE SPEC. FOR MATERIAL & CRAFTSMANSHIP)
5"
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)
A
FIRE PLACE SCALE: 3/4"=1'-0"
C
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
B
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
9"
8" SQ. WRAPPED WOOD POST (HOLD WOOD 1" MIN. FROM FINISHED GRADE
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
3"
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
3'-10"
ELEVATION
11"
3/8"
2X6 WOOD CURVED TOP RAIL, TYP.
1
2'' BLUESTONE BACKSPLASH CAP SET ON 3/8'' MORTAR SETTING BED
2"
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
B
1" 5'-02
GARDEN GATE
CL POST
2'-0"
2"
C
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"
A
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
5"
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
6"
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"
D
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
PT
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
AC
4'-3" "
2'3" 5'-3 "
R2
R2
AC
A 5.1
4 EQ.
2 EQ.
BASELINE E F.O.W. END OF RETAINING WALL
E 5.2
0'
BASELINE B F.O.W.
4'-11"
BASELINE D F.O.W.
2 4
DRAWING TITLE
Layout & Mater
8'-6"
9'-6"
8'
1 3
LAWN
PROPOSED BED LINE TYP.
10'-0" TYP.
4'
REVISIONS
5
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
AC
'-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"
17
I
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
A
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
B
J
PO Box 439 S. Orleans, MA. 02662 Tel 508-255-8312
Environmental
PROPOSED BED LINE, TYP.
FIELDSTONE RISER VENEER (SEE SPEC.)
+
50
G BLUESTONE 5.2 MOSAIC PAVING LAWN
Deck
9'-
R1
+/- 3'-0" TYP. +/- 1'-4" TYP.
24
C
H
"
G BLUESTONE 5.2 MOSAIC PAVING
Ryder & Wilcox
ALIGN
G 5.3 -8"
R15' 14
D
11'-1"
C 5.1
G BLUESTONE 5.2 MOSAIC PAVING
J 5.3 G 5.3
G
F 5.3 A 5.2 0"
"
'-0
F
I
Civil Engineer
RESIDENCE
R6
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
I
BASELINE A CL GARAGE
E
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
R8
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
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"
K
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"
DD
PLAN SCALE
DRA
PROJECT #
FILE
DRAWING NUMBER
Lawn
L-2.1
K
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
K
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.
AC
AC
AC
AC
0V
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
0'
G
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
2
0V
4 CV
1 RC 2 EP 4 AC 1 PV 2 EP
3
12
4 5
DRAWING TITLE
Planting Plan
EX. DECK
19 CP
14 CV ELECTRICAL OUTLET
17 CV
10 RC L-H
E
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
A
KLV715NB, PL71, KLV400, AGS71NB
20
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
H
LTV761 HS60 (LOUVER)
50
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)
E
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
6"
TC 17.16 BC 16.91 TW 26.20 BW 17.25
+ +
++ +
Wilkinson Ecological
17
++
11 Rayber Rd. Orleans, MA. 02653 Tel 508-255-1113
21
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
+ +
+ +
26
+ +
TS 26.54 BS 26.04
AC
AC
AC
AC
19
20 +
+
+ +
21
TS 26.54 BS 26.04
26
0'
25.85
25.94 +
4"
25.85
RIM 25.65 + SEE SPEC.
+
RIM 25.65 + SEE SPEC.
25.85
+
C.B. SEE SPEC.
4'
8'
REVISIONS 1 2 3
C.B. SEE SPEC.
24
18
BW 16.90
+ +
TS 26.54 BS 26.04
+
+
4 5
20
+
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
+
19
SWALE
DRY WELL (SEE SPEC.)
TS 19.54 BS 17.50 TP 21.11
+
+
TS 22.86 BS 20.83
21
25
22
+
24 +
PROPOSED BED LINE TYP.
Grading Plan EX. DECK
25
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
4"
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
4"
DRY WELL (SEE SPEC.)
17
BLOCKING/ PLYWOOD ALONG CURVE AS NEEDED
+
+
FBF +/-18.00 BS 17.50
+ +
++
++ +
E
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@
15
+ +
+
++ +
Project Manager
14
TW 16.90 BW 12.00
+ +
+
AL
+ +
+ + +
+ ++ ++
26
DRAWING INFORM
REVISIONS 1
24
[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
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.
24
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
+
23
2X10 JOIST FASTENED TO BEAM W/ JOIST HANGER (16" O.C. TYP)
H
+ +
K
16
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
16
SCALE: 3/8"=1'-0"
PROJECT TEAM
PROVIDE OVERFLOW COBBLESTONE RUNNEL & WALL SCUPPER
BW +/- 7.00 (EX.)
Architect
15
WOOD DECK - PLANS
Kathie Whitaker 176 Quanset Road Orleans, Ma 02653
Max Makowsky Tel: 508-241-4197 Email: mmakowsky1@comcast.net
SW
3/4" COMPACTED DENSE PACK GRAVEL BASE
Whitaker Residence
PRIMARY LIMIT OF WORK
Project Manager
17
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
DD
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.
A
8'
1
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
4'
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
12
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
2
TYP. GALVANIZED STEEL POST ANCHOR
3
TYP. CONC. PIER
5
+ 16.25
4 DATE
July 26, 2012 DATE OF ISSUE
TYP. GALVANIZED STEEL POST ANCHOR
TYP. GALVANIZED STEEL POST ANCHOR
TYP. CONC. PIER
TYP. CONC. PIER
For Construction DESCRIPTION
DRAWING TITLE
Site Details
B
WOOD DECK THROUGH JOIST - SECTION SCALE: 1-1/2"=1'-0"
D
WOOD DECK THROUGH BEAM - SECTION SCALE: 1-1/2"=1'-0"
E
WOOD DECK AT GRANITE CURB - SECTION SCALE: 1 1/2"=1'-0"
I
COBBLESTONE PAVING - PLAN
1/8"=1'-0"
DD
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
ALIGN
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
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
W
S
W
S
W
W
S
W
S
W
S
August 31, 2012
W
W
S
W
S
S
LANDSCAPE ARCHITECT DRAWN BY PLAN SCALE FILE NAME
PROJECT #
S
S
S
6"
+155.60
1811
S
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
W
W
S
+158.85
DESCRIPTION
BIT.CONC. A 5.1 PAVING
BIT.CONC. CURB SEE SPEC. W 33'-6" AT GUTTER
W
8"SEWER MAIN S
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)
3"
6"WATER MAIN
W
S
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)
AL
4%
E
+158.4
6"
15
7
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
+
4"
160.5 +
160.69 ++160.7 S
+
S +163.6 163.76 ++163.8 +
+ +
+ 157.2 + 157.17
+
160.61
S
+
G.F.E.=157.34'
TW 161.05
+
+160.5 S +160.4
+ +
0'
4'
8'
B
16'
DRY SET BLUESTONE - SECTION
2
+/- 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.
W
W
W
157
+
S
W
+
TC/BC 155.83
S
S
MEET EX.
TC MEET EX. FG
155.7 +
156.1 + + + +155.9
TC MEET EX. TC BC MEET EX. FG
++156.5
W
W
W
S
S
155.9+
S
S
S
DESCRIPTION
20
KIM LIGHTING: MINIVAULT
4
SLS - COP - SLCAN - DFL
20
HUNZA: STEP LITE
1
DD / AH
1/8"=1'-0"
LANDSCAPE ARCHITECT DRAWN BY PLAN SCALE
1811
S
0’
FILE NAME
PROJECT #
+156.6
RIM=155.22' QTY. INV.OUT=152.82'
PATCH
NOTES
LTV766 - HS60 - HL73
B
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
F
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)
4"
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
H
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"
I
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
E
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
I
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)
B
2" MIN.
5 IG
T
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
8'
5
2/310HEIGHT LS (2'-0" MIN.)
1'-0"10 LS MIN.5 HR
3/4" COMPACTED GRAVEL BASE
800 PT
4'
G
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
0'
SCALE: 1 1/2"=1'-0"
1'-0" MIN.
F.G. (SEE PLAN)
D
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
4"
10"
4 NF 23 LS 1 IM
4"
PROVIDE HEADER STONES FULL WIDTH OF WALL EVERY 4 STONES
LAWN
F.G. (SEE PLAN)
2'' BLUESTONE PAVING, SEE SPEC.
6"
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
CL
7"
4"
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
A
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
CL
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.)
AC
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.
AC
1'-3" N.T.S.
PROPERTY LINE
3"
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
6"
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 #
A
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 + +
+ +
D
KEY
Monolithic Granite Tread
156.7 +
+
+ +
W
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"
+ 4" ++
TC 156.21 BC 155.88
LIGHTING & ELECTRICAL LEGEND / SCHEDULE W
W
9 15
W 156
+
+
TC MEET EX. TC BC MEET EX. FG
S +157.4
S
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
W
DRY WELL SEE SPEC.
+
D
S
+
156.50 + 156.5 EMITTER
155.6 +
+ 157.2
TC MEET EX. TC BC MEET EX. FG
W
S
159.6
++
+ 157.2
W
RIM 156.80
157
TS 156.5
D
W
+
+
4"
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
W
+
INV. 154.30 TC 156.00 BC 156.00 TC 156.28 BC 155.95
DRAWING INFORMATION
BACKFLOW PREVENTER
8"
4"
+ + +
UGE
156.83 156.77
W
UGE
+
W
+
UGE+ +
+
156.83 + +156.9 156.80 +
+
+156.8
W
+
+
+
S
+
DRY WELL SEE SPEC. INV. 154.30
+
INV. 154.30
INV. 154.30 INV. 154.30 +156.6 BACKFLOW PREVENTER TS 155.30
S
+ +
+ + 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
16
PATCH
162
TS 161.50 BS 160.00
B.C./F.G. (SEE PLAN)
+158.3
NORTH
S
162.4 + TC 161.93 BC 161.60 TC 161.88 BC 161.55 +161.6 + 164.3
W
4"
Grading & Drainage Plan
W
+
+160.7
W
TW 161.05
+160.3
+
6"PVC
TW 164.25
163
4" + 157.3
+
SCALE: 3/4"=1'-0"
PAVING, SEE PLAN FOR MATERIALS
4
INV. 155.30
INV. 155.04
F
Tie in w/ ex. storm drain
3
8"
+
UNDISTURBED/ COMPACTED SUBGRADE
STONE GRAVITY WALL - SECTION
Linden Street
September 18, 2012 September 28, 2012
1
5
157.12 +
S
157
UNDISTURBED/ COMPACTED SUBGRADE
SCALE: 1 1/2"=1'-0"
REVISIONS
157
6"PVC S
+
4"
PL
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
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
4"
+ 159.8
RIM ± 156.30 INV. 154.90 H.P.
W
+
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 +
S
+ 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 +
+
PL
+
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
6"
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
15
SW
±
4" ±4%
4"
Surveyor
S 04°53'50" E
4" +
PROPERTY LINE
AC SWALE
M.H. / C.B. SEE SPEC.
M.H. / C.B. SEE SPEC.
8
±4%
4"
DECK
AC
RIM ± MEET EX. H.P. 4" +
+
±4%
±4%
MEET EX.
±4%
4"
RIM ± MEET EX. H.P. + 4" ±4%
+ H.P.
+
±4%
4" MEET EX.
4"
±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.
A
PROJECT TEAM
OF SLOPE LIMIT OF WORK -TOE
6"
* 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.
W
Unit 62
DATE OF ISSUE
For Construction
S
W
Unit 60
W
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
S
A 5.1
COBBLESTONE CURB
Unit 58
Unit 56
S ALIGN F.O.W & RIM
2'-8"
W
DATE
DRAWING TITLE
11'-0" TYP.
ADDRESS PLAQUE
W
September 28, 2012
LANDING
LAWN (TYP.) BIT.CONC. PAVING
ALIGN (BOTH PIERS)
UGE
4'-9"
BIT.CONC. PAVING
16'
September 18, 2012
2
W
1'-9"
BLUESTONE PAVING
±36" (EX.)
B 5.1
ALIGN
B 5.1
GUARDRAIL SEE SPEC.
BASELINE A F.O.W.
S
ALIGN
BLUESTONE PAVING
ALIGN A 5.1
8'
1
4
CL DOOR & LANDING
2"
6"PVC S
F 5.1
R= 42 "
4'
REVISIONS
5
W
5'-0"
3'-0"
5'-0"
±5'-0" 30" 3'-0"
±5'-0" 3'-0"
5'-0" 5'-0"
S
ALIGN
B 5.1
GUARDRAIL SEE SPEC.
1'-6"
R= " 3'-5
UGE
S
ALIGN
BLUESTONE PAVING
0'
EXISTING #68 UNIT FF 158.83
3
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
S
9'-7"
VC
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
ALIGN
PROPERTY LINE
UTILITY SLEEVES TYP. SEE SPEC.
G 5.1
EX. STOCKADE FENCE TO REMAIN,
W
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
8"
AC
3'-6"
AC
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 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.
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
7
6
13
5
4
13
11
Main Water Feature at Tuberculosis clinic
metal grommet, typ.
9
cloth strap waxed cloth
8
1
10
Privacy screen
2x4 poplar beam
2
12
3
poplar tree grove
poplar posts
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
7
8
heavy duty cloth straps
quick release clips existing roof
6
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
[A
]
FOSS PARK
[A]
GROCERY STORE bike lanes (both sides) greenway expanded park edge
]
[B
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
]
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
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
L2
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
20'
R3'
2" 19'-
" 19'-2 3'
5'-1
5'
0"
1%
1104
LAYOUT PLAN
L3
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
5%
3'
10% X MA
1093
1097
FFE 150 126.6
125.5
1094
1099
1103
FFE 150
130.2
1092
3'
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
5'
124.61
1024
3
105
32'
133.43
131.2
2% MAX
23
52
10
1075
1078
1081
1084
1087
16'
133.4
132.45
130.11
2%
125.21
4'
FFE .5 148
132.65
129.5
127
126
2 LP 124.8
13
18'
133.4
134.27
18'
W E LO
134.65
133.87
133.31
129
128
125.21
10
4'
B GE
FFE 149
133.51
2
1
13
2%
7 101
4'
RA GA
134.65
135.1
134.18
133.73
3
13
13
0 13
4
129.71
6
101
101
4'
H WIT
135.12
135.43
134.38
129.5
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
3
2
0
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
9
6
100 100
8 100 igin of Or
1074
1080
1083
1086
1089
1090
North Amherst, MA
North Amherst, MA
50
[22] Section A-A'
main entrance planted median
community open space
Site Planning Studio IV
Site Planning Studio IV
7+
30' 20' 5' 10' 0'
Focus Area 1: Grading Plan
1 30' 20' 5' 10'
131.15
127
7 Point
1065
9
1085
1077
1082
106
1088
3'
"
136
129.5
128
5
2
100 100
100
1021
1064
1079
3
'
3
2.8 13 4 13
13
Ryan Ball Site Engineering Final Project 12/15/10 Original Team: Ryan Ball Fangfang Wang
Ryan Ball Site Engineering Final Project 12/15/10 Original Team: Ryan Ball Fangfang Wang
housing
4 100
1020
1063
8
1076
106
107
R53
1091
25' 18'
3
1019
1051
1062
00
1050
7
1
"
100
1018
1047
1046
1049
1054
1057
106
107
10'-7
FFE 130 4.5 13 4 13 7+
131.15
1
1048
1053
1056
1060
S 6
0 107
"
3" 1059
ACE 106
2
S 107
3'
54'-3
9'
ACE L SP QUA 10 E
9'
00
4.5 13 4 13
7+
5% X MA
40'-
136
1052
1055
'
R3
5% X MA
1058
1061
12'
0'
Focus Area 1: Layout Plan
1
12'
Q 10 E '
0'
FFE 133.8
6.2 13 5 13 0 5 6+
5% X MA
135
R3
FFE 130.5
3'
FFE 132
10'-5"
134
"
SP UAL R20
90'
55'-4
100
18'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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