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RYAN BALLlandscape architecture | design portfolio
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CONTENTS+
STUDIO WORKS
chapin terrace stormwater park afghanistan medical complex mcgrath highway greenway north amherst woods
amherst residential
knoxville urban wilderness
boston area residential
east tennessee residential hand graphics
TECHNICAL WORKS
STUDIO WORKSrb
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page | 3 page | 4
0’ 20’ 40’ 60’
LEGEND
1 upper bioswale with weir
2 bioswale
3 curb cut retention basin
4 gathering space / underground storage
5 permeable paver pathway
6 runnel
7 sand filter with planted edge
8 turf
8
CHAPIN TERRACE
STORMWATER PARK Springfield, Massachusetts University of Massachusetts | Fall 2011
Boston ASLA Merit Award Adaptive retrofit infiltration systems along streets reduce the impact of runoff on ur-ban watersheds. Design interventions on a boulevard in Springfield, MA are presented as distinguishable aesthetic experiences to raise acceptance, increase the spatial use, and to make infiltration more desirable in urban environments. This interdisciplinary proposal was developed through collabora-tion with the Springfield Water and Sewer Commission with the intention of being im-plemented as a pilot project that could be replicated elsewhere in the city and region. This project is currently under construction.
page | 4
1
4
5
4
2
3
7
843
6
5
8
23
3
5
page | 6page | 5
upper terrace lower terrace
page | 8page | 7
INTERCEPT
DIVERT
RETAIN
FILTER
POPULATE
evaporation/transporation
throughfall
tree canopy
water movement
filtration levelhigh low
shallow deep
stormwater storage depth
spaces/seating
runoff diverted to catch basins
catch basins diverted to infiltration areas
stormwater bmp’s collect and filter runoffpollutant filtration increases as stormwa-ter flows through each system
a series of weirs retains additional volumes of water
areas beneath spaces provide additional stormwater storage during larger storm events
curbs recycled from the existing street create community gathering spaces
stormwater bmps retain various depths and volumes above and below ground
Geotextile Filter Fabric
3/4” Crushed Stone
Planting Mix
Existing Subgrade
6”x2’x10’ Granite Curb
4
5
3
1 2
45
3
1
2
Pea Gravel
Geotextile Filter Fabric
Planting Mix
Existing Subgrade
6”x2’x10’ Granite Curb
51
32
4
5
1
32
4
curb cut catch basin
bioretention
page | 9 page | 10
medical center drivebioswale with weirsfiltration edge
upper terracelower terrace
gathering spacegathering spacegathering spacegathering spacegathering spacepath path bioretentionbioretention bioretention bioretention marvin street
page | 9 page | 10
Section through center of terraces
The final design addressed both environmental and social issues utilizing eight different stormwater BMPs including: curb cut retention basins, runnel retention, sand filters, bioretention, grass swales, permeable pavers, subgrade storage, and permeable concrete. Social aspects are addressed through the establishment of spaces for interaction and serves as destination points for both local residents as well as visitors to surrounding businesses. Following the construction of these BMPs, the city will continue to monitor the effectiveness and ease of maintenance to determine how these solutions can be implemented throughout the city.
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page | 11 page | 12
TALOQAN MEDICAL COMPLEX Taloqan, AfghanistanUniversity of Massachusetts | Spring 2012
The goal of the project is to develop a master plan for a healthcare complex housing a tuberculosis clinic in Takhar, Afghanistan that incorporates the desired functions of the clinic within the framework of a culturally sensitive design utilizing principles of contemporary restorative garden theory. The site will provide the patients of the complex and their families with a safe location to gather and rest while they are recovering or dealing with a loved one’s recovery. A clear circulation system will provide for patient movement, service access, and parking areas that keeps patient areas private and serene separate from service areas.
Agriculture
SITE AERIAL VIEW
The aerial perspective displays the culmination of the development of all systems and their functions. The transition from desert to oasis exhibits the potential for small urban sites to become resilient landscape systems.
[01] country [02] province [03] city
[04] site
+Taloqan River
+1/2 KM
Taloqan River
Afghanistan
Takhar Taloqan
Taloqan River
Pakistan
Iran
Tajikistan
+
City
Core
Agriculture
deforestation
one day traveling distance
two day traveling distance
[02] province
Takhar
Taloqan
[01] country
Afghanistan
Pakistan
Iran
Tajikistan
[03] city
Taloqan River+
Agriculture
Agriculture
TUBERCULOSIS CLINICMALARIA CLINIC
aerial view
page | 14page | 13
irrigation canal
rainwater cistern
well access
*
*
*
pedstrian gateway
vehicular gateway
pedestrian
vehicular
family waiting areas
transitional latrine system
tuberculosis clinic
main restorative area
malaria clinic
main entrance
service entrance
office
utility area
latrines
irrigation water feature
water tower
main water feature
poplar grove
poplar grove
grape arbor
grape arbor main irrigation channel
gateway housepistachio orchard
seasonal shade tents
moveable seating
built in seating
water tower / storage
stairwell
meeting area
main rooftop gathering area
water well
parking court
utility
parking timber production
nut production
fruit production
grape arbor
tuberculosis clinic restorative garden
page | 15 page | 16
IRRIGATIO
N CANAL
pistachio grove roof garden
page | 18page | 17
irrigation canal
grove tent roof tent
1
2
34
2
1
4
5
6
3
[1] poplar grove[2] heavy duty cloth straps[3] bent poles tethered together[4] water resistant waxed cloth
[1] water resistant waxed cloth[2] small poplar poles tethered at corners[3] large poplar poles[4] heavy duty cloth straps[5] quick release clips[6] existing roof
2
1
43
1
2
4
1
3
[1] poplar grove[2] metal grommet[3] waxed cloth[4] heavy duty cloth strap
[1] large poplar posts[2] heavy duty cloth straps[3] poplar boards[4] tongue and groove construction
privacy screen moveable seating
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page | 19 page | 20
MCGRATH HIGHWAYSomerville, MassachusettsUniversity of Massachusetts | Fall 2011
McGrath Highway in its current state divides the city of Somerville geographically, socially, and physically. Three scenarios were developed to address various issues. The gray scenario shown here addresses these and additional concerns that provide more immediate simpler solutions as the city transitions into a green multi-modal corridor. This proposal creates multi-modal transportation connections across McGrath and to local destinations, commercial infill that creates a stronger commercial corridor with more jobs, and improves the community aesthetics with streetscape improvements including new art facades, sculpture installations, tree lined streets, and a significant decrease in impervious surfaces.
MC
GR
AT
H H
IGH
WA
Y
I-93
Reclaimed space becomes a network of pedestrian and bicycle corridors
Oversized McGrath Highway becomes a boulevard (4 lanes total)
BRICKBOTTOM
MYSTIC RIVER
CAMBRIDGE
UNION
SQUARE
FOCUS AREA
[A]
[B]
[C]
LEGEND
1 new pedestrian crossing
2 park edge tree buffer
3 overhead art installation
4 mixed-use infill
5 planted median
6 bike lanes
7 sidewalk bumpouts
8 parallel parking
9 tree lined medians
10 pedestrian bridge with new art installation
1
4
3
6
5
5
2
89
9
10
7
page | 22page | 21
[A]
[B]
[C]
expanded park edge
planted medians
bike lanes (both sides)
parking area
access road
expanded park edge
expanded park edge
greenway
bike lanes (both sides)
proposed commercial development (with outdoor space)
existing pedestrian overpass (with proposed art installation)
utilize old infrastructure as public art
FOSS PARK
FOSS PARK
OTIS STREETPLAYGROUND
GROCERY STORE
otis street
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page | 23 page | 24
NORTH AMHERST WOODSAmherst, MassachusettsUniversity of Massachusetts | Fall 2010
A sustainable housing development was designed to support a lower cost of development creating a more desirable place to live. A range of affordable housing options are used to shape and define great spaces for individuals, family, and community. The layout is sensitive to the topography of the site, implements quality stormwater management, and uses passive solar design. A grading plan was completed for the site. Finish floor elevations were established to provide a detailing of private spaces and circulation. The site was laid out in accordance with town of Amherst subdivision regulations and conservation requirements for a multi-family housing devlopment.
0’ 20’ 40’ 60’
LEGEND
1 main entrance
2 bus stop
3 conservation buffer
4 parking
5 interior community open space
6 community walking trails
7 dingle
8 meadow1
3
3
4
4
4
4
4
6
6
8
7
5
2
[A]
[B]
social justice
work economyenvironmental sensitivity
bearable equitable
viable
sustainable
page | 24
page | 26page | 25
Section A-A'
Section B-B'
open space dinglehousinghousinghousing green corridor
Section A-A'
Section B-B'
community open space main entranceplanted medianhousing
6+50
136.
2
135
7+00
134.
5
134
7+50
132.
8
134
135
136
134
133
132
2%
2%
5%
10%MAX
135.89
135.23
5% MAX
5% MAX
136.14
136.14
136 135.03
135.43
135.43
134.38
3.4%
1%
FFE150
FFE149.5
FFE149
FFE148.5
5 UNITS WITH GARAGE BELOW
134.18
133.51
134.65
134.65135.12
135.1133.31
132.65
133.4
133.4
132.45
134.27
5% MAX
5% MAX
133.87
133.43
135.81
135.9
134.38
133.73
129.71
129.71
130.11
130.11
124.61
125.21
125.21
124.61
129.5
129.5
131.15
129.5
128
127
FFE
132
FFE
130.
5
FFE
130
FFE132
FFE132.2
FFE131.2
FFE130.5
FFE129.5
FFE128.2
FFE127.5
FFE131.6
FFE150
FFE150
126.4
131.15
130.2
129.6
128.6
127.7
LP124.8
133
132
131
130
129
128
127
126
FFE
133.
8
129
128
127
130.2
129.7
128.7
127.7
126.6
125.5
129
125.6
126.6
127.6
128.7
129.7
129.6
128.6
127.6
2%MAX
2%MAX
2% MAX
131.2
130.8
Nor
th A
mhe
rst,
MA
Site
Pla
nnin
g S
tudi
o IV
PLANGRADING
L2
0'30
'20
'10
'5'
1Fo
cus
Are
a 1:
Gra
ding
Pla
n
Rya
n B
all
Site
Eng
inee
ring
Fina
l Pro
ject
12/1
5/10
Orig
inal
Tea
m:
Rya
n B
all
Fang
fang
Wan
g
7+00
134.
5
134
R20'
R20
'
R30'
R53
'
18'
9'
19'-2"
4'
4'
20'
10 E
QU
AL S
PAC
ES
9'
18'
10 E
QU
AL S
PAC
ES
R3'
R3'
1066
90'
5'
3' 10'-7
"3'
10'-5
"
3'
3'
5'
28'
18'
32'
18'
4'-10"
12'
12'
4'
4'
19'-2"
3'
3'
19'-2"
28'
54'-3
"
55'-4
"
5'-10"
19'-2"1001
10031004
1002
1005
1006
1008
1012
1016
1007
1011
1015
1017
1009
1013
1010
1014
10181019
1020
1021
1046
1047
1062
1063
1064
1065
1052
1053
1023
1024
1048 1049
1050
1051
10521053
10551056
10581059
1061
1054
1057
10601067
1068
1069
1070
1071
1072
1073
1074
1077
1075
1080
1078
1083
1081
1086
1084
1089
1087
1091
1090
1076
1079
1082
1085
1088
1096
1094
1099
1097
1103
1100
1104
1092
1093
1095
1098
16'
25'
40'-3
"
1022
Point of Origin
Nor
th A
mhe
rst,
MA
Site
Pla
nnin
g S
tudi
o IV
PLANLAYOUT
L3
Layout PointsPoint Number
100110021003100410051006100710081009101010111012101310141015101610171018101910201021
Northing Easting
42' - 3 12" 37'18' - 2" 30' - 2"
42' 24' - 6"24' - 12" 17' - 1 12"
16' - 10" 35' - 3"-7' - 3 12" 28' - 8 12"18' - 5 12" 15' - 4"
-3' - 12" 11' - 1"-8' - 7" 33' - 6"
-32' - 8 12" 26' - 11 12"-6' - 1 12" 10' - 3"-25' - 8" 10' - 3"
-34' 31' - 9 12"-58' - 1 12" 25' - 2 12"-31' - 9 12" 9' - 5"
-52 - 3" 11' - 10 12"-58' - 8" 13' - 3"
56' - 3 12" 7' - 1 12"38' - 10" -11"34' - 4" -2' - 7"
15' - 11" -2' - 7"-14' - 5 12" -12' - 12"1022
10231024
-14' - 5 12" -12' - 12"-90' - 7" -15' - 1 12"
10461047104810491050105110521053105410551056105710581059106010611062
64' - 5" 66' - 7 12"66' - 7 12" -36' - 10 12"94' - 7" -35' - 5 12"
71' - 2 12" -50' - 10"54' - 3 12" -70' - 10 12"50' - 8" -72' - 8"
104' - 5 12" -50' - 6"76' - 10 12" -68' - 7 12"
60' - 12" -88' - 5 12"110' - 2" -68' - 2 12"79' - 7" -88' - 2 12"
65' - 10" -106' - 2 12"112' - 10" -87' - 10"
82' - 4" -107' - 11"71' - 7" -123' - 11"
115' - 8" -107' - 7"38' - 7" -48' - 6"19' - 7" -54' - 8"1063
10641065106610671068
5" -60' - 11"-18' - 5" -67' - 1"66' - 6" -134' - 2"47' - 6" -134' - 2"28' - 6" -146' - 5"
9' - 5" -152' - 8"1069107010711072107310741075
51' - 2" -151' - 8"32' - 2" -157' - 10"56' - 3" -154' - 2"
29' - 8" -162' - 11"-28' - 9" -76' - 2"-68' - 2" -111' - 9"-18' - 9" -92' - 3"1076
10771078107910801081
-33' - 10" -98' - 9"-59' - 9" -129' - 10"-12' - 1" -112' - 5"-25' - 5" -116' - 9"-51' - 4" -147' - 11"-5' - 6" -132' - 7"1082
108310841085
-17' - 1" -134' - 10"-43' -165' - 11"
1' - 6" -152' - 4"-8' - 8" -152' - 10"1086
10871088108910901091
-34' - 7" -184'15' - 10" -163' - 3"
-3" -170' - 11"-26' - 2" -202'8' - 1" 189'
-111' - 1" -80' - 11"109210931094109510961097
-118' - 8" -96' - 4"-109' - 3" -106' - 7"-121' - 1" -117' - 5"-80' - 7" -114' - 3"-112' - 7" -126' - 7"
-122' - 3" -139' - 9"1098109911001101
-83' - 11" -134' - 3"-115' - 11" -146' - 9"-128' - 4" -156' - 10"-124' - 5" -161' - 2"1102
11031104110511061107
-87' - 3" -154' - 3"-95' - 8" -168' - 9"
-130' - 8" -183' - 10"
-95' - 8" -192' - 6"-100' - 4" -217' - 1"
0'30
'20
'10
'5'
1Fo
cus
Are
a 1:
Lay
out P
lan
Rya
n B
all
Site
Eng
inee
ring
Fina
l Pro
ject
12/1
5/10
Orig
inal
Tea
m:
Rya
n B
all
Fang
fang
Wan
g
0’ 20’ 40’ 60’0’ 20’ 40’ 60’layout plan grading plan
section a section b
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page | 27 page | 28
AMHERST RESIDENTIALAmherst, MassachusettsUniversity of Massachusetts | Summer 2011
A young family of 3 in north Amherst sought to create an private outdoor escape with open lawns for play. The primary objective was to provide edge to the site creating privacy and safety from the adjacent street. The master plan is adapted to better utilize existing features on site providing economical and functional updates to the site.
MASTER PLAN
Rear Lawn:-Added Privacy-Defined lawn area
Rolling Berm Edge:-Provides privacy screening from road-Rolling topography increases effectiveness of screening-Easy Maintenance
Rolling Berm Edge:-Provides privacy screening from neighbors-Easy Maintenance
Northern Edge:-Provides screening from neighbors-Evergreen buffer screens from northern winter winds-Wildflowers replace lawn for easier maintenance
Bosque:-Wooded play area-Cools home during summer
Patio:-Lattice and vines screen beneath the deck-New patio off lower entrance
Edible edge:-Blueberry hedge screens and provides fruit
Raised Garden:-New expanded beds added-Base material added for easier maintenance
Play Area:-Pergola provides shade and a useable defined space-Area adjacent to garden used as active play space then transitioned into additonal raised gardens
Front Lawn:-Added Privacy-Defined lawn area
: Site Programming
0’ 20’ 40’ 60’
LEGEND
1 raised vegetable gardens
2 blueberry hedge
3 pergola
4 upper deck
5 lower patio
6 mounded buffer
7 rear drive
8 front driveway
9 entry pathway
residence
lawn lawn
8
9
7
6
6
6
4
13
4
52
front side view
rear patio
page | 30page | 29
front view rear drive and lawn
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page | 31 page | 32
URBAN WILDERNESS & HISTORIC CORRIDORKnoxville, TennesseeEast Tenn. Community Design Center | Spring 2008 2010 Knoxville Metropolitan Planning Commission Award of Excellence in Environmental Sustainability
The Urban Wilderness is a 1,000-acre urban forest connecting an existing nature education center, three civil war forts, a state wildlife management area, and ten city parks that promotes the value of parks, recre-ation, and land conservation as an economic driver for the greater community. This project will keep signifi-cant open space and ridgetops of South Knoxville pre-served and protected in perpetuity for the benefits of current residents and those of generations to follow. After extensive landscape analysis and community design charettes, properties were identified based on connectivity potential, wildlife corridor potential, idyllic views, and ecological significance.
downtown knoxville
university of tennessee
SOUTH KNOXVILLE
southern loop
centralloop
page | 32
PROFESSIONALrb
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page | 35 page | 36
WINCHESTER RESIDENCEWinchester, MassachusettsDan Gordon Associates | Fall 2012
An estate sited on the Upper Mystic River is provided with numerous amenities for each family member. Construction documentation was developed in collaboration with the architect and client. My role on the project was in the design development phase working with a project manager to create a construction document package.
Dan K. Gordon Associates267 Washington Street Suite 6Wellesley, MA 02481P. 781.237.5751 F. 781.235.6349dangordonassociates.com
Schematic Plan - Alternative ThreeBlanc-Aguirre ResidenceBlanc-Aguirre ResidenceBlanc-Aguirre ResidenceBlanc-Aguirre ResidenceBlanc-Aguirre Residence6 Everett Avenue, Winchester MAApril 18, 2012
NORTH
Driveway
Property Line
Residence
Lawn
Property Line
Pool Enclosure Gate & Fence
LegendAuto Court w/ Accent Paving & HedgeA
BCDEFGH
40’
Scale: 1: 20
0’ 10’ 20’
New Central Stair On Axis w/ Pool
Pool House w/ Wet Bar & Bathroom
Terrace w/ Spa, Pergola & GrillFormal Garden w/ Water Feature
Terrace w/ Seating & Fire PitIChaise Lounge Seating & Dining
Pool
Lawn
CCCCC
J
FFFFF
EEEEE
IIIII
DDDDD
Ever
ett
Ave
.
Canoe & Kayak Storage
AAAAA
BBBBB
HHHHH
JJJJJ
Secondary Grass Walk to Lawn
UpperMysticLake
GGGGG
L-5.3
Details
DRAWING NUMBER
0412PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
For Pricing
September 6, 2012
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" PT
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921
WETLAND SCIENTIST
Applewood Survey LLC21 Green StreetHolliston, MA 01746T: 508.429.7233info@applewoodsurvey.com
PROJECT TEAM
SURVEYOR
Winchester, MA 018906 Everett Avenue
Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: 781.235.6349dg@dangordonassociates.com
Danielle Blanc &Alvaro Aguirre
CLIENT
LANDSCAPE ARCHITECT
ARCHITECT
1 Plus 1 Design30 North StreetHingham, MA 02043T: 617.807.0121info@1plus1-design.com
B POOL ENCLOSURE GATESCALE: 1" =1'-0"
GATELC
WALPOLE WESTPORT WOOD POST CAP, TYP.
34" BLACK POWDER COATED THREADED EYE & HOOKHINGE BY SNUG COTTAGE, TYP. (SEE SPEC.) SCREWEYE INTO FRAME & HOOK INTO POST.
TWISTED RING LATCH FOR POOL ENCLOSURE GATESBY SNUG COTTAGE (SEE SPEC.). MOUNT ON OUTSIDE
1" x 1" WOOD NAILER ONLY AT GATE POSTS.SPLIT DECORATIVE POST BASE TOACCOMMODATE NAILER. ATTACH NAILER &WIRE FENCE PRIOR TO INSTALLING BASE
114" x 12" (ACTUAL) WOOD LATH. (SPACE EVENLY)
2 x 6 WOOD RAIL (TYP. 2 PER DOOR)
134" X 4" (ACTUAL) WOOD STILE
1 x 4 WOOD SLAT, TYP. OF 5 PER DOOR.(SPACE EVENLY)
1 x 2 ANGLED WOOD SUPPORT BOARDON POOL SIDE. TWO PER GATE.
NOTE:1. SEE SPECIFICATIONS FOR WOODMATERIALS, FINISHES, ANDFASTENERS.
18" CANE BOLTS TYP. SNUG COTTAGE (#4096-18SS) MOUNTON POOL SIDE. PROVIDE 1" DIA. / 12" L BLACK POWDERCOATED GALV. STEEL PIPE SLEEVES, SET VERT TO F.G FOREACH CANE BOLT TO REST WHILE CLOSED.
"BOOMER" GATE SPRING TYP. SNUG COTTAGE (#4612-HSS)MOUNT ON OUTSIDE.
1/2" MAX.
1 3/4"
2'-314"
SPACE SLATS EVENLY, TYP.
POST ENLARGEMENT
ALIGNTYP.
1 3/4"
VIEW FROM POOL SIDE OF FENCE
9"TYP.
1X2 ANGLED WOOD SUPPORTBOARD ON POOL SIDE
"BOOMER" GATE SPRING TYP. SNUGCOTTAGE (#4612-HSS) MOUNT ONHINGE SIDE (OUTSIDE).
114" x 12" (ACTUAL) WOOD LATH.
(SPACE EVENLY)
2X6 WOOD RAIL (TYP. 2 PER DOOR)
STILE ENLARGEMENTSCALE: 3"=1'-0"
POSTLC
F.G.SEE PLAN
3/8"
3/8"
2 5/8"
7/8"
STILE ENLARGEMENT
SECTION
1/2"
3 5/8"
WIRE MESH FENCE
VERTICAL GATE BOARDS (TYP. OF 7 SPACED EQ.)
ANTIQUE WROUGHT IRON HINGE(GATE SHALL SWING AWAY FROM POOL)
ANTIQUE WROUGHT IRON RINGLATCH ON INSIDE OF GATE ONLY
DECORATIVE POST CAP8" 2'-0"
FINISHED GRADE
LC
8"1'-812"
F.G.SEE PLAN
TP.
GL-8
FL-8
ALN.
GATE FRAME AND JAM
1- 5/8" X 7" BOTTOM RAIL
TYP TYPTYP TYP TYP
1- 5/8" X 5" CURVED TOP RAIL
1- 5/8" X 5" STILES
ALN.ANTIQUE SKELETON KEY LOCK (BOTH SIDES)
114"
PROVIDE BLACK SPRING GATECLOSER ON INSIDE OF GATE
3/8" COLLAR
UNDISTURBED/COMPACTEDSUBGRADE
12" CONC. FOOTING(TYP. BOTH SIDES)
CL-8
2-1/2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST AND 3'-0" MIN. INTO CONC. FOOTING
GATE, & POSTS
ALN.
312"
8" SQ. WRAPPED WOOD POST (HOLDWOOD 1" MIN. FROM FINISHED GRADE
DECORATIVE POST BASE (3/4" AZEK TRIMBOARD WITH 3/4" MOULDING ABOVE)
12" CONC. FOOTING(TYP. BOTH SIDES)
2-1/2" SQ. SCHEDULE 40 STAINLESS STEEL POSTFULL HEIGHT OF WOOD POST AND 3'-0" MIN. INTOCONC. FOOTING
8" SQ. WRAPPED WOOD POST (HOLDWOOD 1" MIN. FROM FINISHED GRADE
DECORATIVE POST BASE (3/4" AZEK TRIM BOARD WITH3/4" MOULDING ABOVE)
UNDISTURBED / COMPACTEDSUBGRADE
1'-6"
12" CONC. FOOTING(TYP. BOTH SIDES)
WALPOLE WESTPORT WOOD POSTCAP, TYP.
2X6 WOOD CURVED TOP RAIL, TYP.
8" SQ. WRAPPED WOOD POST (HOLDWOOD 1" MIN. FROM FINISHED GRADE
DECORATIVE POST BASE (3/4" AZEK TRIMBOARD WITH 3/4" MOULDING ABOVE)
2-1/2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST & 3'-0" MIN. INTO CONC.FOOTING
2X6 WOOD CURVED TOP RAIL, TYP.
134" x 4" (ACTUAL) INNER WOOD STILE
LC
1X4 WOOD SLAT ON OUTSIDE OFGATE.
B5.3
34" BLACK POWDER COATEDTHREADED EYE & HOOK HINGE BYSNUG COTTAGE, TYP. (SEE SPEC.)SCREW EYE INTO FRAME & HOOKINTO POST.
TWISTED RING LATCH FOR POOLENCLOSURE GATES BY SNUGCOTTAGE (SEE SPEC.). MOUNT ONOUTSIDE
A WIRE MESH FENCESCALE: 1" =1'-0"
SPACE FOR TWOKAYAKS /CANOES PER BAY
EDGE OF CONCRETEFOOTING BELOW
D5.3
PLAN
SECTION
POSTPOST
6'-4"312"31
2"312"1'-31
2"
2'-0"DIA.
F.G.SEE PLAN
4X4 WOODSUPPORT W/BEVELED ENDKAYAK BAY
8X8 WOOD POSTW/ WALPOLEMARBLEHEADPOST TOP. DADOGROVE POST TOACCEPT 2" SQ.PIPE. HOLDWOOD MIN. 34"FROM FINISHEDGRADE34 X 5 WOODCOVER BOARD.PLACE TOCONCEAL PIPE &DADO GROOVE
CANOE BAY
2X6 WOOD BEAMTYP. ATTACH TOPOST W/GALVANIZEDCARRIAGE BOLT(TWO PER POST).COUNTER SINKWASHER & NUT
5X5 WOODSUPPORT, TYP.FASTEN TO BEAMABOVE.
2" SQ. GALVANIZEDSTEEL PIPE, TYP. SETPIPE INTO DADOGROOVE & ATTACH TOPOST W/ TWOCARRIAGE BOLTS
CONCRETE FOOTING
COMPACTED/UNDISTURBEDSUBGRADE
2X6 WOOD BEAMTYP. NOTCHPOST TO RECEIVEBEAM. ATTACHTO POST W/GALVANIZEDCARRIAGE BOLT(TWO PER POST).COUNTER SINKWASHER & NUT
2" SQ.GALVANIZEDSTEEL PIPE, TYP.SET PIPE INTODADO GROOVE &ATTACH TO POSTW/ TWOCARRIAGE BOLTS
5X5 WOODSUPPORT, TYP.FASTEN TO BEAMABOVE4X4 WOODSUPPORT W/BEVELED END
SECTION
8X8 WOOD POSTW/ WALPOLEMARBLEHEADPOST TOP. DADOGROVE POST TOACCEPT 2" SQ.PIPE
5'-012" 1'-0"9 14"
WOODSUPPORT
9 14"1'-0"
2X6 WOODBLOCKING.ATTACH TOBEAMS W/GALVANIZEDCARRIAGE BOLT(TWO PER POST).COUNTER SINKWASHER & NUT
34 X 5 WOOD COVERBOARD
8"TYP.
TYP. GALV. STEELPOST ANCHOR
3000 PSI/ 28DAYMONOLITHICCONC.FOOTING/ PIER
8" CONSTRUCTIONTUBECONCRETE FORM
UNDISTURBED/COMPACTEDSUBGRADE
D BOAT STORAGESCALE: 3/4" =1'-0"
C GARDEN GATESCALE: 1"=1'-0"
NOTE:1. SEE SPECIFICATIONS FOR WOODMATERIALS, FINISHES, ANDFASTENERS.
VIEW FROM OUTSIDE OF FENCE
114" x 12" (ACTUAL) WOOD LATH.
(SPACE EVENLY)
STILE ENLARGEMENTSCALE: 3"=1'-0"
3/8"
SECTION
1/2"
3 5/8"
12" CONC. FOOTING(TYP. BOTH SIDES)
UNDISTURBED /COMPACTED SUBGRADE
12" CONC. FOOTING(TYP. BOTH SIDES)
WALPOLE WESTPORT WOOD POSTCAP, TYP.
134" X 4" (ACTUAL) WOOD CURVED TOP RAIL
5" SQ. WRAPPED WOOD POST (HOLDWOOD 1" MIN. FROM FINISHED GRADE
DECORATIVE POST BASE (3/4" AZEK TRIMBOARD WITH 3/4" MOULDING ABOVE)
2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST & 3'-0" MIN. INTO CONC.FOOTING
134" x 4" WOOD STYLE, TYP. (ACTUAL)
1'-6"
9"TYP.
LC
POSTLC
3'-2"
B5.3
ALIGNTYP.
SPACE SLATS EVENLY, TYP.2'-4"
WALPOLE WESTPORT WOOD POSTCAP, TYP.
1" x 1" WOOD NAILER ONLY AT GATEPOSTS. SPLIT DECORATIVE POSTBASE TO ACCOMMODATE NAILER.ATTACH NAILER & WIRE FENCEPRIOR TO INSTALLING BASE
114" x 12" (ACTUAL) WOOD LATH.
(SPACE EVENLY)
WIRE MESH FENCE
2" SQ. SCHEDULE 40 STAINLESSSTEEL POST FULL HEIGHT OF WOODPOST AND 3'-0" MIN. INTO CONC.FOOTING
5" SQ. WRAPPED WOOD POST(HOLD WOOD 1" MIN. FROMFINISHED GRADE
134" X 4" (ACTUAL) WOOD CURVED TOP RAIL
134" x 4" (ACTUAL) WOOD STILE,TYP.
F.G.SEE PLAN
DECORATIVE POST BASE (3/4" AZEK TRIMBOARD WITH 3/4" MOULDING ABOVE)
STILEENLARGEMENT
GATELC
34" BLACK POWDER COATEDTHREADED EYE & HOOK HINGE BYSNUG COTTAGE, TYP. (SEE SPEC.)SCREW EYE INTO FRAME & HOOKINTO POST.
TWISTED RING LATCH FOR POOLENCLOSURE GATES BY SNUGCOTTAGE (SEE SPEC.). MOUNT ONOUTSIDE
TWISTED RING LATCH FOR POOLENCLOSURE GATES BY SNUG COTTAGE(SEE SPEC.). MOUNT ON OUTSIDE
134" X 4" (ACTUAL) WOOD BOTTOM RAIL
L-5.1
Details
DRAWING NUMBER
0412PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
For Pricing
September 6, 2012
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" PT
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921
WETLAND SCIENTIST
Applewood Survey LLC21 Green StreetHolliston, MA 01746T: 508.429.7233info@applewoodsurvey.com
PROJECT TEAM
SURVEYOR
Winchester, MA 018906 Everett Avenue
Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: 781.235.6349dg@dangordonassociates.com
Danielle Blanc &Alvaro Aguirre
CLIENT
LANDSCAPE ARCHITECT
ARCHITECT
1 Plus 1 Design30 North StreetHingham, MA 02043T: 617.807.0121info@1plus1-design.com
AD
H STAIR W/ BLUESTONE TREAD & STONE RISER - SECTION
SCALE: 1-1/2"=1'-0"
BITUMINOUS CONCRETE W/ CHIPSEAL PAVING - SECTION
STONE BAND & BRICK PAVING - SECTIONSCALE: 1-1/2"=1'-0"C
STONE STEPPER W/ GRASS JOINTS - SECTIONSCALE: 1-1/2"=1'-0"
2" BLUESTONE BAND (SEE PLANFOR MATERIAL, SIZE & LAYOUT)
UNDISTURBED/ COMPACTEDSUBGRADE
3/4" COMPACTED DENSE PACKGRAVEL BASE
F.G.(SEE PLAN)
1'' STONE DUST SETTING BED
2'-5"
E STONE BAND AT LAWN - SECTIONSCALE: 1-1/2"=1'-0"
I STONE RETAINING WALL - SECTIONSCALE: 3/4"=1'-0"
SCALE: 1 1/2"=1'-0"
DRY SET BRICK PAVING W/ METAL EDGING - SECTIONB
G SCALE: 1-1/2"=1'-0"
STONE LANDING & STAIR
2'' BLUESTONE PAVING BAND, (SEESPEC.)
UNDISTURBED/ COMPACTEDSUBGRADE
COMPACTED DENSE PACK GRAVELBASE
1'' STONE DUST SETTING BED
F.G.(SEE PLAN)
BRICK PAVING ON EDGE, SOLDIERCOURSE (SEE SPEC.)BRICK PAVING ON EDGE, STRETCHERCOURSE (SEE SPEC.)BRICK PAVING ON EDGE, HERRINGBONECOURSE (SEE SPEC.) SEE PLAN FORDIRECTION OF COURSING
BUTT-TIGHT JOINTS SWEPT FULLW/ STONE DUST
2'' BLUESTONE PAVING BAND, (SEESPEC.) SEE PLAN FOR JOINT LOCATIONS
BRICK PAVING ON EDGE, SOLDIERCOURSE (SEE SPEC.)
BRICK PAVING ON EDGE, STRETCHERCOURSE (SEE SPEC.)
BRICK PAVING ON EDGE,HERRINGBONE FIELD (SEE SPEC.) SEEPLAN FOR DIRECTION OF COURSING
VARIES
PITCH
1" CRUSHEDSTONE
6"MIN. MIN. MIN.
8"6"
UNDISTURBED/ COMPACTEDSUBGRADE
FINISHEDGRADE
2" BLUESTONE ON 12" MORTARSETTING BED TYP. (SEE PLANFOR PAVING PATTERN)
REINFORCED CONCRETE WALL(TYP. 3 SIDES OF LANDING)
6" REINFORCED CONC.(#4 REBAR 12" O.C. BOTHDIRECTIONS) EXPANSIONDOWELED TO FOUNDATION
REINFORCED CONCRETE FOOTING(TYP. 3 SIDES OF LANDING)
FLAT FIELDSTONE RISER. SEESPEC. FOR MATERIAL &CRAFTSMANSHIP
TYPICAL DOORTHRESHOLD
FOAM EXPANSION JOINTFULL DEPTH OF LANDINGW/ BACKER ROD & SILICONESEALANT TO MATCHMORTAR COLOR
CMU BLOCKING ASNEEDED BENEATH STAIR(GROUT ALL CAVITIES SOLID)
#5 EXPANSION DOWEL24" O.C. TYP.FOOTING BEYOND
T.S.(SEE PLAN)
B.S(SEE PLAN)
6" REINFORCED CONCRETEPAD (6"X6"X10 GA. WELDEDWIRE MESH)
3'-0" MIN.
NOTE:1. FULLY FLASH & WATERPROOF BUILDING ATPROPOSED LANDINGS.
2. IF THE FOUNDATION FOR THE EX. LANDING ISSOUND, PROVIDES 4' DEPTH FOOTINGS AND CAN BEMODIFIED TO MEET PROPOSED DESIGN THEN THEEX. FOOTINGS MAY BE MODIFIED AND REUSED
SCALE: 3/4"=1'-0"
1" STONE DUSTSETTING BED
UNDISTURBED ORCOMPACTED SUBGRADE
316" BORDER GUARD STEELEDING (SEE SPEC.)
COMPACTED DENSEPACK BASE
BRICK PAVING PAVING ONEDGE. RUNNING BOND FIELD(SEE SPEC.). SEE PLAN FORDIRECTION OF COURSING
BRICK PAVING - DRY SET W/ METAL EDGING1 1/2" = 1'-0"
BUTT-TIGHT JOINTS SWEPTFULL W/ STONE DUST6"
MIN.BRICK PAVING ON EDGE,SOLDIER COURSE EDGE(SEE SPEC.)
F.G.(SEE PLAN)
BRICK PAVING ON EDGE,SOLDIER COURSE EDGE(SEE SPEC.)
BRICK PAVING ON EDGE,RUNNING BOND FIELD W/BUTT-TIGHT JOINTS SWEPTFULL W/ STONE DUST (SEESPEC.). SEE PLAN FORDIRECTION OF COURSING.
EDGE OF 16 GAUGEGALVANIZED STEEL PAVERRESTRAINT BELOW
15" STEEL STAKE 32" O.C.(SEE SPEC.)
2'-0" 1'-6"1'-6"
F.G.SEE PLAN
2"X2" (ACTUAL) WOOD POST.CUT INSIDE EDGE OF TOP ANDBOTTOM OF POST TO ALLOWPOSTS TO JOIN TOGETHER ATBASE OF CAP
112" X 34" (ACTUAL) WOOD LATH.
MITER END AT CORNERS.
NOTE:1.SEE SPEC. FOR WOOD & HARDWARE2.FOUR SIDED STRUCTURE
4" DIA. WOOD BALL FINIAL & BASE5" LAG BOLT. COUNTER SINKBOLT IN BOTTOM OF CAP5"X5" (ACTUAL) WOOD CAP,MITER EDGE
FINIAL ENLARGEMENTSCALE: 1-1/2"=1'-0"
CL
FINIAL ENLARGEMENT
CL
CL
1'-0"
J GARDEN PYRAMID TRELLIS - ELEVATIONSCALE: 1"=1'-0"
UNDISTURBED/COMPACTED SUBGRADE
COMPACTED DENSE PACK BASE
38" PEASTONE (SEE SPEC.)
F.G. (SEEGRADING PLAN)
15" STEEL STAKE 32" O.C. (SEE SPEC.)
1/4" X 5" STEEL EDGINGON EDGE OF ALLPEASTONE (SEE SPEC.)
F PEASTONE WALK - SECTIONSCALE: 1"=1'-0"
EX. MASONRY WALL
NOTES:1. FINISH ALL EXPOSEDSURFACES W/ BRUSHEDCOPPER CLAD FINISH.(PREPARE SURFACES ASNEEDED PRIOR TOCLADDING).2. SUBMIT SAMPLE PRIORTO INSTALLATION
K WIRE TRELLIS - SECTIONSCALE: 6"=1'-0"
L-5.5
Details
DRAWING NUMBER
0412PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
For Pricing
September 6, 2012
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" PT
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921
WETLAND SCIENTIST
Applewood Survey LLC21 Green StreetHolliston, MA 01746T: 508.429.7233info@applewoodsurvey.com
PROJECT TEAM
SURVEYOR
Winchester, MA 018906 Everett Avenue
Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: 781.235.6349dg@dangordonassociates.com
Danielle Blanc &Alvaro Aguirre
CLIENT
LANDSCAPE ARCHITECT
ARCHITECT
1 Plus 1 Design30 North StreetHingham, MA 02043T: 617.807.0121info@1plus1-design.com
SCALE: 3/4"=1'-0"
GRILL - SECTIONCA FIRE PLACESCALE: 3/4"=1'-0"
REINFORCED CONCRETEFOOTING W/ #4 REBAR 12"O.C. THREE WAYS
MIN.5"
ADJACENT PAVING(SEE PLAN FORMATERIAL & LAYOUT)
UNDISTURBED /COMPACTED SUBGRADE
KEYWAY LENGTH OF FOOTING
7'-4"
2'-9"
2'-0"9"
A 5.5
FIRE CLAY FLUE LINER
FIREBOX OPENING WITHREFRACTORY FIREBRICK(9" L. X 4 12" W. X 2 12" HT.)(RUNNING BOND PATTERN)WITH 38" JOINTS
37" H. CLAY SMOKE CHAMBER
6" x 4" GALVANIZED STEELLINTEL (NOTCH STONE ASNEEDED TO HIDE FROM VIEW)
1'-9" 1'-8"
FLAT ASHLAR STONEFIREPLACE. (SEE SPEC. FORMATERIAL & CRAFTSMANSHIP)
REINFORCED CONCRETE LINTEL(COORDINATE FABIRICATION)
3" BLUESTONE MANTEL
16''w. X 16''w. CLAY FLUE
CHIMNEY OPENING
5" BLUESTONE CHIMNEY CAP
3'-2"
6"10"3"TYP.
8"
1"
PLAN (SECTION CUT)
ELEVATION
SECTION
3"
10"10"
2" 2'-0"8"
2'-9"
FLAT ASHLAR STONE FIREPLACE. (SEESPEC. FOR MATERIAL & CRAFTSMANSHIP)
FIREBOX OPENING W/ RED REFRACTORYFIREBRICK (9" L X 4 12" W X 2 12" HT.)(RUNNING BOND PATTERN) WITH 3
8" JOINTS
PLAN SECTION
FLAT ASHLAR STONE CHIMNEY.(SEE SPEC. FOR MATERIAL &CRAFTSMANSHIP)
5"
GRANITE LINTEL STONE. COLORTO COMPLIMENT/MATCH STONEON FIREPLACE
CMU BLOCKING AS NEEDED.GROUT CAVITIES SOLID.
2"
11"
2"
SCALE: 3/4"=1'-0"
OUTDOOR KITCHENB
HOLLOW
TYP1"
1'-0"
3'-10"
HOLLOW
L
3'-3"
2'-11"CUT-OUT
PERGOLA, GRILL& ACCESS DOORS
C
4'-0"2'-0"
LRAFTER
& COLUMN
C LRAFTER, COLUMN
& WALL
C
2'-3"7'-6"
2'-3"
1'-6"6'-0"1'-6"
1"
LLIGHT
C
EQEQ
7"
2'-712"
CUT-OUT
FINISH GRADE (SEE PLAN)
2'' BLUESTONE COUNTERTOP SETON 3/8'' MORTAR SETTING BED
36" LYNX GRILL #L36PSR-2 PROVIDE VENTILATIONHOLES IN MASONRY BELOW TO PREVENT GAS BUILD UPPER MAN. REC. (INSTALL PER MANUFACTURERS'RECOMMENDATIONS)
FIELDSTONE TYP. SEE SPEC.FOR MATERIAL AND CRAFTSMANSHIP
36" DBL. ACCESS DOORS #LDR36T (INSTALLPER MANUFACTURER'S RECOMMENDATIONS)
1/4" X 2" X 5" STEEL ANGLE IRON TO SUPPORTSTONE LINTEL. FASTEN STONE TO STEEL W/ VENEERTIES BOLTED TO STEEL ANGEL & PLACED 10" O.C.
Plan
Elevation
Section
9/16"NOTCHTYP.
HOLLOW
PAVING
PAVING
3 EQ5 EQ1'-6" 1'-4"
2"X2" PTD WOOD LATH TYP. OF 3
2"X6" PTD WOOD RAFTER WITH DECORATIVEEND CUT TYP. OF 172"X9" (ACTUAL) PTD WOOD BEAM WITHDECORATIVE END CUT TYP. OF 2
10" (ACTUAL) SQUARE TAPERED PTD WOOD DORIC COLUMNTYP. OF 4 (FULLY FASTEN TO MASONRY BELOW& BEAMS ABOVE)
VISION3 WALL MOUNT(#WM1-A-WI-C1M03-02-L3-0-0) SCONCE DOWNTYP. OF 6. PROVIDE LOW VOLTAGE SERVICETO FIXTURES
HUNZA SQUARE STEP LITE(SLSQ/SQ-COP-Canss-LENSSTEPF)TYP. OF 2 IN GRILL AREA2'' BLUESTONE COUNTERTOP SETON 3/8'' MORTAR SETTING BED2" INTERIOR BLUESTONE SURROUND
3'-0"INTERIOR
2'-234"
2'-11"CUT-OUT
PROVIDE LOW VOLTAGE SERVICECONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)
UNDISTURBED / COMPACTED SUBGRADE
REINFORCED CONCRETE FOOTING W/#4 REBAR 12" OC BOTH WAYSEXTEND REBAR VERTICALLY INTOSONOTUBE AT COLUMNS TYP.
NOTCH BLUESTONE COUNTERTOP OVERHANGIN PLACE TO FIT GRILL UNIT
EXTEND ANGLE IRON 4" INTO FIELDSTONE ONEITHER SIDE OF GRILL CUT-OUT & NOTCH ANGLEIRON TO FIT CUT-OUT DIMENSIONS AT GRILL
BLUESTONE COUNTERTOPGRILL CUT-OUT (ACCESS DOOR CUT-OUT BELOW)
GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050Z COVER
TYP.
4"
PURGOLA STRUCTURE ABOVE
PURGOLA COLUMN TYP.
PROVIDE ELECTRIC SERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)
PROVIDE NATURAL GASSERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)
3" BLUESTONE PAVING SET ON 3/8"MORTAR SETTING BED
LRAFTER, COLUMN
& STONE PIER
CL
RAFTER& COLUMN
C
1'-10"CUT-OUT
LLATH, COLUMN& STONE PIER
CL
LATHC
TRELLIS CABLE TYP. OF 4
6"X6" PT WOOD SUPPORT POST BOLTED TOSTAINLESS STEEL FLANGE FOOTING AT BASE. FULLYANCHOR WOOD STRUCTURE TO MASONRY FOOTINGBELOW TYP. OF 4
REINFORCED CONCRETE SONOTUBE FOOTINGTYP. OF 2
FOAM EXPANSION JOINT FULL DEPTHOF WALL/PIER W/ BACKER ROD & SILICONE
8"
8" 5"
5" 5"
CUT BLUESTONE TO FIT AROUNDSONOTUBE FOOTING TYP.
STAINLESS STEEL FLANGE BOLTEDTO 6"X6" POST & BEAMS ABOVE -BOTH SIDES OF POST (TYP. OF 4)
CUT BLUESTONE TO FIT AROUNDSONOTUBE FOOTING TYP.
MECHANICALLY COMPACTED TRAP ROCK
REINFORCED CONCRETE SONOTUBE FOOTINGEXTEND REBAR VERTICALLY INTO SONOTUBEFROM FOTTING BELLOW (TYP. OF 2)
NOTE: CONTRACTOR SHALL REVIEWPERGOLA DESIGN WITH STRUCTURALENGINEER & GET APPROVAL PRIOR TOINSTALLATION (SEE SPEC.)
1'-512" 1'-51
2"
3/4" X 2-3/4" WOOD CABINETFRAME MORTISE & TENONCONSTRUCTION
3/4" THICK TONGUE & GROOVESLATS 6 EQ/DOOR
STAINLESS STEEL PULL RING#R-09JW-550S (TYP. OF 2)BLACK POWEDER COAT FINISH
3/4" X 3-5/8" PT. INTERIORCABINET FRAME FASTENED TOSTONE ON FOUR SIDES
FOAM MOISTURE BARRIER TYP.WHERE WOOD COMES INTOCONTACT WITH STONE
STAINLESS STEEL CONCEALEDCABINET HINGE #23946(TYP. OF 4)
1 1/2" BLUESTONE SURROUND
FIELDSTONE BASE
CMU BLOCK FOUNDATION
F.G.(SEE PLAN)
1/4" X 2" X 5" STEEL ANGLEIRON TO SUPPORT STONE LINTEL.FASTEN STONE TO STEEL W/VENEER TIES BOLTED TO STEELANGEL & PLACED 10" O.C.
GRILL ABOVE
DOUBLE STAINLESS STEELMAGNETIC CATCH W/ STRIKESTO KEEP DOOR CLOSED
ELEVATION
SECTION
CLFRAME
&PULL, TYP.
L y n x 2'' GRANITE COUNTERTOP SETON 3/8'' MORTAR SETTING BED
36" LYNX GRILL #L36PSR-2 (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)
FLAT FIELDSTONE BASE SEE SPEC.FOR MATERIAL ANDCRAFTSMANSHIP
PROVIDE NATURAL GAS & ELECTRICSERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)
CMU BLOCKING AS NEEDED GROUT ALLCAVITIES SOLID
UNDISTURBED / COMPACTED SUBGRADE
CONCRETE SLAB W/ #4 REBAR 12" OC BOTH WAYS
EXTEND REBAR VERTICALLY INTO CMU BLOCKING
NOTCH GRANITE COUNTERTOP OVERHANGIN PLACE TO FIT GRILL UNIT
EXTEND ANGLE IRON 4" INTO FIELDSTONE ONEITHER SIDE OF GRILL CUT-OUT & NOTCH ANGLEIRON TO FIT CUT-OUT DIMENSIONS AT GRILL;HOLD BACK 12" FROM FACE OF STONE
GRANITE SURROUND
GRANITE COUNTERTOP
GRILL CUT-OUT (ACCESS DOOR CUT-OUT BELOW)
CGFI DOUPLEX OUTLET
GRILL CABINET DOORS
1/4" X 2" X 5" STEEL ANGLE IRON TO SUPPORTSTONE LINTEL. FASTEN STONE TO STEEL W/ VENEERTIES BOLTED TO STEEL ANGEL & PLACED 10" O.C.
Cross Section
PROVIDE VENTILATION HOLES TO PREVENTGAS BUILD UP IN THE EVENT OF A LEAK
GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050ZCOVER, TYP. OF 1 AT GRILL & 1 AT POOL
Plan
Elevation
TYP
1'-10"CUT-OUT
6"
1"
2'-4"
HOLLOW
C4.3
C4.3
###
UPPER TERRACE GATE11
2" GRANITE SURROUND BOTTOM & 3 SIDES
CMU BLOCKBELOW
CMUBLOCKBELOW
TCSEE PLAN
TWSEE PLAN
FGSEE PLAN
FGSEE PLAN
2'-11"
UPPER TERRACE PIERCUT-OUT
CLGRILL
&CABINET
EXISTING TERRACE WALL
412"
916"
NOTCH,TYP.
4"
EQ. EQ.
1'-612" 412"1'-318"1'-512"
LLIGHT
C LFAUCET, SINK, COUNTER
& ACCESS DOORS
C
PROVIDE GARBAGE DISPOSAL & PIPE CLEANOUT
2'' BLUESTONE COUNTERTOP SETON 3/8'' MORTAR SETTING BED
FIELDSTONE TYP. SEE SPEC.FOR MATERIAL AND CRAFTSMANSHIP
36" DBL. ACCESS DOORS #LDR36T (INSTALLPER MANUFACTURER'S RECOMMENDATIONS)
HUNZA SQUARE STEP LITE (SLSQ/SQ-COP-Canss-LENSSTEPF) TYP. OF 2 IN BAR AREA2'' BLUESTONE COUNTERTOP
2" INTERIOR BLUESTONE SURROUND
PROVIDE LOW VOLTAGE SERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050Z COVER
2" BLUESTONE SURROUND BELOW
FIELDSTONE BASE
PROVIDE ELECTRIC SERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)
PROVIDE COLD WATER SERVICE CONNECTION TO SINK
3" BLUESTONE PAVING SET ON 3/8"MORTAR SETTING BED (UNDER SINK ONLY)
EQEQ
4'-9"
LLIGHT
C
LOUTLET
C
1'-412"1"TYP.
10"
412"
1'-8"
CUT-OUT
2'-712"
1'-4"CUT-OUT
1'-7"CUT-OUT
2'-3"
GFCI DOUPLEX OUTLET W/ TAYMAC #MX1050Z COVERMICO SIMONE #7767-SN FAUCET
EXTEND ANGLE IRON 4" INTO FIELDSTONE ONEITHER SIDE OF GRILL CUT-OUT & NOTCH ANGLEIRON TO FIT CUT-OUT DIMENSIONS AT GRILL
BLANCO MAGNUM #501-115 SINKAND COLANDER #215-651
FAUCET
BAR COUNTERLEG SPACE BELOW BAR
HUNZA SQUARE STEP LITE(SLSQ/SQ-COP-Canss-LENSSTEPF)TYP. OF 2 IN BAR AREA
HOLLOWBEHIND
HOLLOW
HOLLOWBELOW
COUNTER
PROVIDE SEWER SERVICE CONNECTION TO SINKAND DISPOSAL(PER CODE AND PER MAN. SPEC.)
CMU BLOCKING AS NEEDED GROUT ALLCAVITIES SOLID
UNDISTURBED / COMPACTED SUBGRADE
CONCRETE SLAB W/ #4 REBAR 12" OC BOTH WAYS
EXTEND REBAR VERTICALLY INTO CMU BLOCKINGFOUNDATION FOR BAR SUPPORT BEYOND
BLANCO MAGNUM #501-115 SINK & COLANDER #215-651
1/4" X 2" X 5" STEEL ANGLE IRON TO SUPPORTSTONE LINTEL. FASTEN STONE TO STEEL W/ VENEERTIES BOLTED TO STEEL ANGEL & PLACED 10" O.C.
FINISH GRADE (SEE PLAN)
PROVIDE NECESSARY ELEMENTSFOR WINTERIZATION
Plan Cross Section
Elevation
HOLLOWBEHIND
REFRIGERATOR BELOW
HOLLOWBELOW
812"
812"2'-0"CUT-OUT
24" LYNX REFRIGERATOR #L24REF PROVIDE ELECTRICSERVICE TO REAR PANEL (INSTALL PER MANUFACTURER'SRECOMMENDATIONS)
PROVIDE 2" BLUESTONEPAVING UNDERREFRIGERATOR
2'' BLUESTONE COUNTERTOP SETON 3/8'' MORTAR SETTING BED
FLAT ASHLAR STONE COUNTER / BACKSPLASH.(SEE SPEC. FOR MATERIALS & CRAFTSMANSHIP)1-1/2" PVC WEEP 4'-0" O.C. (PITCH TO DRAIN)
36" LYNX GRILL (#l36PSR-2) W/ LYNXINSULATED JACKET(#L1J36). (INSTALL PERMANUFACTURER'S RECOMMENDATIONS.
PROVIDE NATURAL GAS & ELECTRICSERVICE CONNECTIONS, (INSTALL PERMANUFACTURERS' RECOMMENDATIONS)
WOOD CABINET DOORPANEL & FRAME
UNDISTURBED / COMPACTED SUBGRADE
REINFORCED CONCRETE FOOTING W/#4 REBAR 12" OC BOTH WAYS. PITCH TOP OFFOOTING TO DRAIN TO WEEPS
2'' BLUESTONE BACKSPLASH CAP SETON 3/8'' MORTAR SETTING BED
STAINLESS STEEL PULLRING #R-09JW-5505, TYP.OF 2. BLACK POWDERCOAT FINISH.
2" TH. BLUESTONEKICKBOARD
3"
PT INTERIOR CABINET & GRILL WOOD FRAMINGSUPPORT. PROVIDE SHELVING W/ IN CABINETS.
9"
PROVIDE SPACERS TO HOLD WOODCABINET OFF TOP OF CONCRETE FOOTING
WRAP TOP, BACK & SIDES OF CABINET W/WATERPROOF MEMBRANE (DASHED)
stone retaining wall
boat storageoutdoor kitchen
page | 38page | 37
184.42
EX. PORCH
PROPOSEDADDITION
EX. GARAGE
BB HOOP
RESIDENCEFF = 62.24
FF = 61.39
FF = 61.91
LAWN
W
POOL
SGE W
GS
E
+ + + + +
+
+
+
+++
+ +++
+ +
+ + +
++
+
+
+ +
++
+
+
+
+++
++
++
+ +
TC (FLUSH)BC = TC
MEET EX.
MEET EX.
60.91TS 61.99 (EX.)BS 61.03
TS 61.41BS 60.91
60.65
TW 59.50BW 59.00
TS 60.65BS 59.00
TW 59.50BW 59.00
TP 61.31BP 60.65
TS 61.74BS 60.74
TS 61.74BS 60.74
RIM60.54
58.50
58.26
58.11
59.00
60.62
+ TC 58.26
+58.26
53 54
52
56
57
57
58
56
55
54
53
525
1
59 60
61
60
59
+
+
+TC (FLUSH)BC = TC
+ +
+
+
59
59
60
60
61
61
61
59
59
60
60
58.50
TC 58.26
+
++
59.00
+58.50
+ RIM 58.13
RIM 58.13+
+ RIM 58.13
+ RIM 58.13
+
58.50
+
+58.50
+
60.62
+
+
OUTLET
DRAIN INLET, TYP.(SEE SPEC)
OVERFLOW - 4" PVC
4" PVC
6" P
VC
6" PVC4" P
VC
4" P
VC
RIM58.12
4" P
VC
4" PVC
+ +
+ +
+
RIM 58.40
HP 58.46
RIM 58.44
58.46
+
+
60.53
+ 60.62+60.62
+ 60.56
+
+
+
+60.85
+60.56
60.47
60.91
TC 60.62
+ 60.65
+ 60.65
+60.5660.56+
+
60.65
+
+60.85
+
60.74
+60.74
60.47+ +
60.38
60.95
4" P
VC
4" PV
C6" PV
C
RIM 60.51
60.5660.62
+60.85
RIM60.50
RIM60.50
DRAIN INLET, TYP.(SEE SPEC)
60.85
PROP.DRYWELL
PROP.DRYWELL
+
POOL EQUP. LINES
SPA EQUP. LINES
+60.85
6" P
VC
6" P
VC
6" P
VC
6" P
VC
4" P
VC
4" P
VC
4" P
VC
4" P
VC
4" PVC
6" PVC
6" PVC4" PVC6" PVC4" PVC
6" PVC
4" PVC4" PVC
4" PVC
4" PVC
4" PVC
4" PVC
4" PVC
4" PVC6" PVC
6" PV
C
6" PVC
6" PVC
4" PVC
+ +TS 61.74BS 61.24
+
+ TC (MEET EX.)BC (MEET EX.)
++
61.12
TC (MEET EX.)BC (MEET EX.)
+
TC (FLUSH)BC = TC
TC (MEET EX.)BC (MEET EX.)
TC (MEET EX.)BC (MEET EX.)
+
+51.50
+
4" P
VC
PROVIDE CLEANOUT, TYP.
EX. DOWNSPOUT, TYP.
TC (FLUSH)BC = TC
+
+
TC 58.26
4" PVC
+
+
58.50
++
L-3.2
Grading & Drainage Plan
16'
DRAWING NUMBER
8'
0412PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
For Pricing
September 6, 2012
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" PT
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
0' 4'
W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921
WETLAND SCIENTIST
Applewood Survey LLC21 Green StreetHolliston, MA 01746T: 508.429.7233info@applewoodsurvey.com
PROJECT TEAM
SURVEYOR
Winchester, MA 018906 Everett Avenue
Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: 781.235.6349dg@dangordonassociates.com
Danielle Blanc &Alvaro Aguirre
CLIENT
LANDSCAPE ARCHITECT
ARCHITECT
1 Plus 1 Design30 North StreetHingham, MA 02043T: 617.807.0121info@1plus1-design.com
MA
TCH
LIN
E
+
EDGE
OF
WET
LAND
WF#3
WF#2
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40 41 42 43 44 4
5 46 47
53 54
52
18
21
20
19
525
1
50
49
48
DRAINOUTLET
OVERFLOW - 4" PVC
+ 17.00
+18.72
+ 51.25 +51.50
L-3.1
Grading & Drainage Plan
16'
DRAWING NUMBER
8'
0412PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
For Pricing
September 6, 2012
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" PT
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
0' 4'
W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921
WETLAND SCIENTIST
Applewood Survey LLC21 Green StreetHolliston, MA 01746T: 508.429.7233info@applewoodsurvey.com
PROJECT TEAM
SURVEYOR
Winchester, MA 018906 Everett Avenue
Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: 781.235.6349dg@dangordonassociates.com
Danielle Blanc &Alvaro Aguirre
CLIENT
LANDSCAPE ARCHITECT
ARCHITECT
1 Plus 1 Design30 North StreetHingham, MA 02043T: 617.807.0121info@1plus1-design.com
MA
TCH
LIN
E
184.42
EX. PORCH
PROPOSEDADDITION
EX. GARAGE
BB HOOP
RESIDENCEFF = 62.24
FF = 61.39
FF = 61.91
LAWN
W
POOL
SGE W
GS
E
BIT. CONCRETEW/ CHIPSEAL
A5.1
H5.1
BEDLINE, TYP.
POOL BLOWUP A5.6
STONESTEPPER
D5.1
WIRE FENCE A5.3
GATE B5.3
E5.1
FOUNTAIN (SEE SPEC.)
E5.1
C LRES
IDEN
CE,
LAND
ING
,STA
IR, &
POO
L
PO
OL
&RES
IDEN
CE
C L
BASEL
INE
'B'
F.O
.W.
R40'-0"
4'-6"
C LD
OO
R &
WALK
C LD
OO
R &
WALK
2'-3
"
4'-2"30"
29'-9
"
31'-4
"32
'-4"
32'-5
"
31'-3
"
12'-0"
TYP.
TYP.
12'-0"TYP.
5'-5
"
R46'-
6"
5'-11"
BASEL
INE
'A'
F.O
.W.
BASEL
INE
'A'
F.O
.W.
13'-11" 52'-0"
C L
CONNECT RADII W/
ONE CONTINUOUS ARCR113'-0"
3'-5"
GAS LANTERN,TYP.
R5'-0
"
R5'-0"
5'-7"
2'-2
"
11"
12'-7"
R14'-0
"
19'-0" 5'-9"
19'-6
"
R5'-0
"
R5'-0"
10"
13'-4
"
2'-3
"2'-3
"
34'-1
1"
1'-2
"
19'-0
"
CL
29"
16'-1
"
12'-9
"
C L
R2'-6
"
TYP.
3'-5"
BASEL
INE
'B'
F.O
.W.
TYP.
4'-4
"
SQ.
22'-4
"
3'-3"8" TYP.
4'-6"3'-10"29"
5'-9
"21"
TYP.
ALI
GN
25'-1"
C5.1
25'-1
1"
29"
TYP.
29"TYP.
7'-2"5'-0"
ALIGN
4'-6"
± 5
'-0"
11 EQ. STONES
6 E
Q. STO
NES
7 E
Q. STO
NES
4 EQ. STONES
B5.1
TERRACEBLOWUP
A5.4
POOL EQUIP. LINES
SPA EQUIP. LINES
3"x3" GRANITE MARKERS TOSHOW MOW LINE LOCATION,TYP. (SEE SPEC.)
B5.1
GFCI OUTLET, TYP.
WIRE TRELLISTYP. OF 4
K5.1
REINSTALLBASKETBALL HOOP
UTILITY SLEEVE, TYP.
PEASTONEWALK
F5.1
WIN
DO
W &
STO
NE
LATTICE PANEL (SEE SPEC)
G5.1
STONELANDING
LAW
NLA
WN
ALI
GN
EX. DOWNSPOUT LOCATION, TYP.
FOUNTAIN, PATH,TERRACE & SPA
PROPOSED UTILITYCORRIDOR
C LD
OO
R,
LAND
ING
,WALK
,&
TERRACE
WIRE TRELLISK5.1
7"
4'-0
"
3'-0"
7'-3
"
5 STONES(SPACE EVENLY)
4'-6"TYP.
R3'-2"
C LDO
CK&
LAW
N
25'-1"
CLLAWN & POOL
HOUSE
3 EQ. STONES
STONELANDING
G5.1
2 E
Q. STO
NES
EQ. O
PP. TY
P.
12"
TYP.
23"
TYP.
42"
3 EQ. STONES
R4'-0"
3'-7
"41'-6
"
R38'-0
"
18'-0
"
NEW COBBLESTONECURB, TYP. (SEE SPEC.)BIT. CONCRETEW/ CHIPSEAL
A5.1
BIT. CONCRETEW/ CHIPSEAL
A5.1
C LD
OO
R,
LAND
ING
& W
ALK
1'-1
1"
3'-0"
ELECTRICAL OUTLET
POOLHOUSEBLOWUP
B5.4
2'-0"
BRICK PAVING INTERLACERUNNING BOND AT CORNER
SOLDIER COURSE AT ENDOF WALK AS SHOWN
BRICK PAVING, PROVIDESOLDIER COURSE AT ENDOF WALK AS SHOWN
STONELANDING
G5.1
R3'-2
"
BIRD BATH(SEE SPEC)
IRRIGATION SPIGOT,TYP. (SEE SPEC.)
FOUNTAIN (SEE SPEC.)CENTER ON LANDING
1'-8"
ALIGN
3'-2"
(EXISTING TO BE UPGRADED)
2'-6
"
20'-10"
3'-1
"
17'-0"
C L
TYP.
TYP.
TYP.
24"
TYP.
29"TYP.
TYP.
L-2.2
Layout & Materials Plan
16'
DRAWING NUMBER
8'
0412PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
For Pricing
September 6, 2012
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" PT
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
0' 4'
W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921
WETLAND SCIENTIST
Applewood Survey LLC21 Green StreetHolliston, MA 01746T: 508.429.7233info@applewoodsurvey.com
PROJECT TEAM
SURVEYOR
Winchester, MA 018906 Everett Avenue
Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: 781.235.6349dg@dangordonassociates.com
Danielle Blanc &Alvaro Aguirre
CLIENT
LANDSCAPE ARCHITECT
ARCHITECT
1 Plus 1 Design30 North StreetHingham, MA 02043T: 617.807.0121info@1plus1-design.com
MA
TCH
LIN
E
+
EDGE
OF
WET
LAND
WF#3
WF#2
DOCKA5.2
MOW LINE
WIRE FENCETYP.
A5.3
5'-0
"TY
P.
BASELINE 'D'PL CORNER TO
PL CORNER
CLDO
CK&
LAW
N
BASE
LINE
'D'
PL C
ORN
ER T
O
PL C
ORN
ER CLBOAT& LAWN
22'-4
"
22'-4
"
MOW LINE. LAWNSYMMETRICAL ABOUTCENTER LINES
6'-4"
90°
6'-4"
CL
5'-0"TYP.
11'-8
"
13'-1
1"15
'-10"
17'-3
"
18'-3
"
19'-0
"
19'-3
"
19'-3
"
18'-1
0"
18'-0
"
16'-1
1"
15'-4
"
13'-4
"
10'-1
1"
8'-0
"
4'-5
"
4'-1
1"
9'-1
1"
15'-0
"
20'-0
"
24'-3
"
29'-9
"
31'-4
"32
'-4"
6"TY
P.
9'-5
"
15'-6"
2'-2
"
TYP.9'-0
"
4'-1
1"
BOAT STORAGE
PATH &
GATE
TYP.
SEE SPEC. FORLAYOUT OFELLIPTICAL LAWN
TYP.
TYP.
POIN
T A
27'-1
0"
4'-0
"7'-3
"
3"x3" GRANITE MARKERS TOSHOW MOW LINE LOCATION,TYP. (SEE SPEC.)
CLDO
CK&
LAW
N
R6'-0
"
4'-3"
7'-0"
IRRAGATION SPIGOT,TYP. (SEE SPEC.)
27'-5
"
L-2.1
Layout & Materials Plan
16'
DRAWING NUMBER
8'
0412PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
For Pricing
September 6, 2012
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" PT
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
0' 4'
W.E. Kuriger Associates90 Atlantic AveFitchburg, MA 01420T: 978.343.0921
WETLAND SCIENTIST
Applewood Survey LLC21 Green StreetHolliston, MA 01746T: 508.429.7233info@applewoodsurvey.com
PROJECT TEAM
SURVEYOR
Winchester, MA 018906 Everett Avenue
Dan K. GordonAssociates, Inc.267 Washington St. #6Wellesley, MA 02481T: 781.237.5751F: 781.235.6349dg@dangordonassociates.com
Danielle Blanc &Alvaro Aguirre
CLIENT
LANDSCAPE ARCHITECT
ARCHITECT
1 Plus 1 Design30 North StreetHingham, MA 02043T: 617.807.0121info@1plus1-design.com
MA
TCH
LIN
E
grading plan layout & materials plan
rb
page | 39 page | 40
CAPE COD RESIDENCEOrleans, MassachusettsDan Gordon Associates | Winter 2012
Permitting and site planning for a coastal estate locating in the heart of Cape Cod provides the homeowners with better use of their site. Construction documentation was developed in collaboration with the architect and client. My role on the project was in the design development phase working with a project manager to create a construction document package.
L-5.3
Site Details
176 Quanset RoadOrleans, Ma 02653
Kathie Whitaker
EnvironmentalWilkinson Ecological11 Rayber Rd.Orleans, MA. 02653Tel 508-255-1113
Architectural Design Incorporated62 Route 6AOrleans, MA 02653Tel 508-255-0606
Civil Engineer
Architect
Ryder & WilcoxPO Box 439S. Orleans, MA. 02662Tel 508-255-8312
DRAWING NUMBER
PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
DESCRIPTION
DATE OF ISSUE
As Shown DD
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
PROJECT TEAM
Dan K. Gordon Associates, Inc.267 Washington Street Suite 6Wellesley, MA 02481Tel. 781.237.5751Fax. 781.235.6349dg@dangordonassociates.comwww.dangordonassociates.com
LANDSCAPE ARCHITECT
WhitakerResidence
PROJECT NAME
For Construction
July 26, 2012
Max MakowskyTel: 508-241-4197Email: mmakowsky1@comcast.net
Project Manager
SCALE: 3/8"=1'-0"
WOOD DECK - PLANSA
SCALE: 1-1/2"=1'-0"
WOOD DECK THROUGH JOIST - SECTIONB
TYP. 6X6 POST
TYP. GALV. STEELPOST ANCHOR
3000 PSI/ 28 DAYMONOLITHIC CONC.FOOTING/ PIER
FINISHEDGRADE
BIGFOOT SYSTEMS BF20PREFABRICATED CONCRETEFOOTING FORM
UNDISTURBED/COMPACTED SUBGRADE
8"TYP.
8" CONSTRUCTION TUBECONCRETE FORM
45° CHAMFER, TYP.
SCALE: 1-1/2"=1'-0"
WOOD DECK TYP. PIER / FOOTING - SECTIONC
SCALE: 1-1/2"=1'-0"
WOOD DECK THROUGH BEAM - SECTIOND
B5.3
E5.3
DECKING SHALL RUNPARALLEL WITH SOUTHFACADE OF RESIDENCE
1X4 DECKING, SEE SPEC.
1X12 CURVED FASCIA, SEE SPEC.
RADIAL GRANITE CURB, SEE SPEC.
C.P.
D5.3
C5.3
6 X 6 POST (TYP. OF 11)SEE SPEC.
RADIAL GRANITE CURB,SEE SPEC.
BUILD OUT RADIUS W/ WOODBLOCKING/PLYWOOD SECUREDTO BEAM AS NEEDED (TYP.)
2X10 JOIST (16" O.C. TYP.)SEE SPEC.
(2) 2X10 BEAM (TYP.)SEE SPEC.
2X10 BLOCKING (TYP.)SEE SPEC.
CONCRETE PIER (TYP.)
1x12 FASCIA SEE SPEC.
CLPOST
F.G. (SEE PLAN)
ANITIQUE GRANITECOBBLESTONE PAVING SWEEPJOINTS FULL WITH STONEDUST. (SEE SPEC.)
3/4" COMPACTED DENSEPACK GRAVEL BASE
UNDISTURBED/COMPACTEDSUBGRADE
1" MIN. STONE DUSTSETTING BED
BUTT TIGHT JOINTS
FINISHED GRADE SEE PLANFOR MATERIALS
+/- 4"
PAVING, SEE PLAN FORMATERIALS
ZERO SLUMP CONCRETECRADLE
JUMBO ANTIQUE COBBLE SET ONEDGE (4" X 7" X 10"). SET COBBLEBUTT TIGHT TO ADJACENTCOBBLE W/ NO MORTAR JOINTBETWEEN STONES.
UNDISTRUBED/COMPACTEDSUBGRADE
B.C./F.G.(SEE PLAN)
T.C./F.G.(SEE PLAN)
SCALE: 1-1/2"=1'-0"
COBBLESTONE CURB - SECTIONG
SCALE: 1-1/2"=1'-0"
COBBLESTONE PAVING - SECTIONH
SCALE: 1-1/2"=1'-0"
COBBLESTONE PAVING - PLANI
BUTT TIGHT JOINT WITHSTONE DUST SWEPT FULL (SEE SPEC.)
ANITIQUE GRANITE COBBLESTONEPAVING IN RANDOM PATTERN.SWEEP JOINTS FULL WITH STONEDUST. (SEE SPEC.)
ANTIQUE GRANITECOBBLESTONE BAND SWEEPJOINTS FULL WITH STONEDUST. (4 COURSE WIDTH TYP.)(SEE SPEC.)
SCALE: 1/2"=1'-0"
MONOLITHIC MOSAIC BLUESTONE STAIR - SECTIONF SCALE: 1-1/2"=1'-0"
PEASTONE PAVING - SECTIONJ
F.G. (SEE PLAN)
UNDISTURBED/COMPACTEDSUBGRADE
STONE DUSTSETTING BED
38" PEASTONE
(SEE SPEC.)
COMPACTEDDENSE PACKGRAVEL BASE
SCALE: 1 1/2"=1'-0"
WOOD DECK AT GRANITE CURB - SECTIONE
12"
RADIAL GRANITE CURB,SEE SPEC.
(2) 2X10 BEAM SECUREDTO POST AS NECESSARYWITH ANCHOR PLATES
TYP. GALVANIZEDSTEEL POST ANCHOR
TYP. CONC. PIER
2X10 JOIST FASTENED TOBEAM W/ JOIST HANGER
6X6 POST(SEE PLAN FOR LOC.)
DECK ELEV./ SEE PLANALIGN
1X12 CURVED FASCIA,SEE SPEC.
BLOCKING/ PLYWOODALONG CURVE AS NEEDED
F.G.SEE PLAN
F.G./ VARIES SEE PLAN FOR ELEV.
TYP. GALVANIZED STEEL POST ANCHOR
TYP. CONC. PIER
1 X 4 DECKING
DECK ELEV./ SEE PLAN
6X6 POST(SEE PLAN FOR LOC.)
2X10 JOIST FASTENED TOBEAM W/ JOIST HANGER(16" O.C. TYP)
(2) 2X10 BEAM (TYP.) SECUREDTO POST AS NECESSARY W/ANCHOR PLATES
1 X 4 DECKING,SEE SPEC.
1X12 CURVED FASCIA, SEE SPEC.BLOCKING/PLYWOOD ALONGCURVE AS NEEDED
(2) 2X10 BEAM SECURED TO POST ASNECESSARY WITH ANCHOR PLATES
F.G./ VARIES SEE PLAN FOR ELEV.
TYP. GALVANIZED STEEL POST ANCHOR
TYP. CONC. PIER
CL
2X10 JOIST FASTENED TOBEAM W/ JOIST HANGER
6X6 POST(SEE PLAN FOR LOC.)
DECK ELEV./ SEE PLAN
6"POST +/-
08/07/12
Dan K. Gordon Associates267 Washington Street Suite 6Wellesley, MA 02481P. 781.237.5751 F. 781.235.6349dangordonassociates.com
Schematic Plan - Design DevelopmentWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker Residence176 Quanset Road Orleans, MAApril, 23 2012
NO
RTH
Driveway
Auto Court
Top of BankDeck
GarageFG +/-16.00
Lawn
32’
Scale: 1” = 16’-0”
0’ 8’ 16’
Ex. Deck
Lawn
Monolithic Stair w/ cheek wall
Legend
J
BCDEFGH
Annabelle Hydrangea
Creeping Juniper
Fieldstone Retaining Wall
Carolina Rose
Sweetbay MagnoliaIJ
Oakleaf Hydrangea
A
A
DC
FI
HG
E
B
K
Cobble Stone Threshold / Landing
Natural Stone Steppers w/ Grass Joints
Virginia Sweetspire & Verginia CreeperInkberry Holly
J
ResidenceFG +/- 26.00
Deck
Dan K. Gordon Associates267 Washington Street Suite 6Wellesley, MA 02481P. 781.237.5751 F. 781.235.6349dangordonassociates.com
Schematic Plan - Design DevelopmentWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker Residence176 Quanset Road Orleans, MAApril, 23 2012
NO
RTH
ResidenceFG +/- 26.00
Driveway
Auto Court
Top of BankDeck
GarageFG +/-16.00
Lawn
Deck
32’
Scale: 1” = 16’-0”
0’ 8’ 16’
Ex. Deck
Lawn
Monolithic Stair w/ cheek wall
Legend
J
BCDEFGH
Annabelle Hydrangea
Creeping Juniper
Fieldstone Retaining Wall
Carolina Rose
Sweetbay MagnoliaIJ
Oakleaf Hydrangea
A
A
DC
FI
HG
E
B
K
Cobble Stone Threshold / Landing
Natural Stone Steppers w/ Grass Joints
Virginia Sweetspire & Verginia CreeperInkberry Holly
J
Dan K. Gordon Associates267 Washington Street Suite 6Wellesley, MA 02481P. 781.237.5751 F. 781.235.6349dangordonassociates.com
Schematic Plan - Design DevelopmentWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker ResidenceWhitaker Residence176 Quanset Road Orleans, MAApril, 23 2012
NO
RTH
ResidenceFG +/- 26.00
Driveway
Auto Court
Top of BankDeck
GarageFG +/-16.00
Lawn
Deck
32’
Scale: 1” = 16’-0”
0’ 8’ 16’
Ex. Deck
Lawn
Monolithic Stair w/ cheek wall
Legend
J
BCDEFGH
Annabelle Hydrangea
Creeping Juniper
Fieldstone Retaining Wall
Carolina Rose
Sweetbay MagnoliaIJ
Oakleaf Hydrangea
A
A
DC
FI
HG
E
B
K
Cobble Stone Threshold / Landing
Natural Stone Steppers w/ Grass Joints
Virginia Sweetspire & Verginia CreeperInkberry Holly
J
page | 42page | 41
RESIDENCE
EX. DECK
PRIMARY LIMIT OF WORK
SECONDARY LIMIT OF WORK
AC AC AC AC
GEN
PROPOSED BED LINE, TYP.
LAWN
WOOD DECKA5.3
LAWN
J5.3
G5.3
PROPOSED BED LINE, TYP.
BLUESTONEMONO. PAVING
F5.3
G5.3
PROPOSEDBED LINE TYP.
H5.3
FOOTSHOWER
B5.4
CL DOOR &STEPPER
CL DOOR & WALK
2'-3" TYP.
17
'-7"
BLUESTONEMOSAIC PAVING
G5.2
11
'-0"
R19'-0"
R22'-3
"R2
5'-3
"
TRANSITION LAST SECTION OFFENCE TO ALIGN WITH GUARDRAIL POST AS SHOWN
GUARD RAIL(BUILDERCONTRACT)
ALIGN
ALIGN
BASEL
INE
B
F.O
.W.
BLUESTONEMOSAIC PAVING
G5.2
22'-0"
R6'-0
"
12
'-0"
12
'-0"
+/- 1'-4"
+/- 3'-0"
ALIGN
ALI
GN
ALI
GN
BASEL
INE
B
F.O
.W.
TYP.
COBBLESTONECURB
G5.2
F5.1
3'-5
"
A5.1
F5.3A
5.2
B5.1
B5.1
C5.1
R=1'-9"
R=6'-0"
BASELINE A GARAGECL
E5.1
3'-6
"
3'-6"
CLCOLUMN & BAND
CLCOLUMN & BAND
CLCOLUMN & BAND EXPANSION
JOINT, TYP.
4 EQ.2 EQ.3 EQ.3 EQ.
TYP.
JOINT,TYP.CL
2'-0" 2'-0"TYP.
+/-3"
+/-3"
41'-0"4'-0"
D5.1
CL WALL ISPIERCL
BAND
3'-6"
WET-SET MOSAICBLUESTONE PAVINGBETWEEN BANDS
BAND
TYP.
CL WALL ISPIERCL
3'-7
"
BLUESTONEMOSAIC PAVING
G5.2
BLUESTONEMOSAIC PAVING
G5.2
D5.1
BASELINE C
48
'-0"
21
'-5"
21
'-3"
20
'-0"
17
'-7"
13
'-11
"
8'-6"10'-0"TYP.
+/-1
5'-1
0"
12
'-5"
+/-3'-1"
40'-6"
R15'-8"
9'-6
"ALIGN
2'-6
"PI
ER
+/-
4'-0"
+/-6"F.O.W.
CLPIER
11
'-1"
G5.3
CENTEROF DECK
10'-4"
FIELDSTONE RISERVENEER (SEE SPEC.)
WET-SET MOSAICBLUESTONE PAVINGBETWEEN BANDS
FIELDSTONE RISERVENEER (SEE SPEC.)
CL WAL
K
DRIP STRIPG5.1
8'-1
0"
5'-7
"
4'-1
1"
6'-1
1"
24"
D5.1
D5.1
R8'-7
"
WALL#6
END OF RETAININGWALL
BASELINE EF.O.W.
18'-5"
BASEL
INE
DF.
O.W
.
E5.2
10'-0"BASEL
INE
DF.
O.W
.
IRRIGATIONSPIGOT
H5.2 I
SPIGOT FROMBUILDING
H5.2I
26'-5"
1'-6
"TY
P.
I5.3
R7
'-0"
50°
140°
14"
17"
14"
16"
4'-3
"
I
3'-6
"
FLAGPOLE, SEE SPEC.
BOCCE COURT
D5.4
C5.4
BLUESTONESTEPPER
E5.2
STONE SHOWERGRATE
D5.4
A5.1
DRIP STRIP
MASONRYLANDING
ALI
GN
L-2.1
Layout & Materials Plan
16'
DRAWING NUMBER
8'
PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" DD
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
Dan K. Gordon Associates, Inc.267 Washington Street Suite 6Wellesley, MA 02481Tel. 781.237.5751Fax. 781.235.6349dg@dangordonassociates.comwww.dangordonassociates.com
LANDSCAPE ARCHITECT
WhitakerResidence
PROJECT NAME
0' 4'
For Construction
July 26, 2012
176 Quanset RoadOrleans, Ma 02653
Kathie Whitaker
EnvironmentalWilkinson Ecological11 Rayber Rd.Orleans, MA. 02653Tel 508-255-1113
Architectural Design Incorporated62 Route 6AOrleans, MA 02653Tel 508-255-0606
Civil Engineer
Architect
Ryder & WilcoxPO Box 439S. Orleans, MA. 02662Tel 508-255-8312
PROJECT TEAM
Max MakowskyTel: 508-241-4197Email: mmakowsky1@comcast.net
Project Manager
08/07/12
RESIDENCE
EX. DECK
PRIMARY LIMIT OF WORK
SECONDARY LIMIT OF WORK
AC AC AC AC
GEN
25
24
23
21
18
19
20
++
++
+
+
+
++
TS 19.54BS 17.50
TC 17.41BC 16.91
TC 17.25TS 17.41BS 16.91
TC 17.41
++
++
FFF +/- 27.12BS 26.62
TS 26.54BS 26.04
++
++
FFF +/- 27.12BS 26.62
TS 26.54BS 26.04
++
+
++
+
+++
++
+ +
+ +
++
FBF +/- 18.00BS 17.48
TS 26.54BS 26.04
TW +/- 25.00 (EX.)BW +/- 25.00
LP SLAB 17.00FG 17.00
FBF +/-18.00BS 17.50TS 17.41
BS 16.91
TS 26.54BS 26.04
+
++
+ +FBF +/- 18.00BS 17.48
++
TW 16.90BW 15.00
++TW 19.25
BW 17.25
BW +/- 7.00 (EX.)
+
+
+
++
TP 20.04FG 17.75
+
+
TS 20.61BS 19.60
+
TP 21.11
+
+TS 22.86BS 20.83
++
TS 25.11BS 23.08
+TP 21.11TW 20.61
+
FG 17.50
++
TS 17.41BS 16.91
+
TC 17.41
+TC 17.16BC 16.91
+
LP SLAB 17.00FG 17.00
TW 26.20BW 17.25
+
+
++
++
+
++ +
TC 17.16BS 16.91
TC 17.41BC 16.91
TW 19.25BW 17.25
++
+
BW 16.90
+ FFF +/- 27.12BS 26.62
++ BS 17.50
+19.60
24
23
22
21
20
19
17
2526
+25.85
+TC 17.00BC 16.75 +
+
TW 16.25
+
TC 17.00BC 16.75
+
+ +
TW 17.25TP 19.75
++ TC 17.16BC 16.91
+
+TC 17.41BS 16.91
TC 17.16BC 16.91TC 17.25
++
TC 17.16BC 16.91
++25.85
+25.85
17
14
15
26 26
+TD 24.50BS 24.50
TP 19.75
+
+ 16.91
+
RIM 16.67SEE SPEC.
+RIM 16.67SEE SPEC.
16
15
16
17
+TC 20.61
24
23
22
21
DRY WELL(SEE SPEC.)
4"
6"
25.94
PROVIDE OVERFLOWCOBBLESTONE RUNNEL &WALL SCUPPER
+
OVERFLOW TODAYLIGHT
+
+
+TS 17.42BS 16.90
+
TW 16.90BW 12.00
+
+RIM 25.65SEE SPEC.
+
+
DRY WELL(SEE SPEC.)
SWAL
E
+
PROVIDESMOOTH WALLTRANSITION
+
24
+
C.B.SEE SPEC.
C.B.SEE SPEC.
RIM 25.65SEE SPEC.
25
CONNECT DRIP-STRIPDRAINS & DAY LIGHTTHROUGH WALL
PROPOSEDBED LINE TYP.
4"4"
4"
4"
+
16.25
SW
ALE
L-3.1
Grading Plan
16'
DRAWING NUMBER
8'
PROJECT #
PLAN SCALE
FILE NAME
DRAWN BY
DESCRIPTION
DATE OF ISSUE
1/8"=1'-0" DD
DRAWING INFORMATION
DRAWING TITLE
5
43
REVISIONS
21
DATE
Dan K. Gordon Associates, Inc.267 Washington Street Suite 6Wellesley, MA 02481Tel. 781.237.5751Fax. 781.235.6349dg@dangordonassociates.comwww.dangordonassociates.com
LANDSCAPE ARCHITECT
WhitakerResidence
PROJECT NAME
0' 4'
For Construction
July 26, 2012
176 Quanset RoadOrleans, Ma 02653
Kathie Whitaker
EnvironmentalWilkinson Ecological11 Rayber Rd.Orleans, MA. 02653Tel 508-255-1113
Architectural Design Incorporated62 Route 6AOrleans, MA 02653Tel 508-255-0606
Civil Engineer
Architect
Ryder & WilcoxPO Box 439S. Orleans, MA. 02662Tel 508-255-8312
PROJECT TEAM
Max MakowskyTel: 508-241-4197Email: mmakowsky1@comcast.net
Project Manager
08/07/12
grading plan layout & materials plan
rb
page | 43 page | 44
EAST TENNESSEE RESIDENCESevierville, TennesseeHedstrom Design | Summer 2008
An estate sited on the Upper Mystic River is provided with numerous amenities for each family member. Construction documentation was developed in collaboration with the architect and client. My role on the project was in the design development phase working with a project manager to create a construction document package focused particularly on the expnasion of existing plantings Photographs courtesy of Hedstrom Design
rb
page | 45 page | 46
HAND GRAPHICSSpring 2008-Spring 2013
private
semi-private
public
REFERENCES+Dan Gordon, ASLA, RLAPrincipalDan Gordon Associates267 Washington StreetSuite 6Wellesley, MA781.237.5751dg@dangordonassociates.com
Michael DavidsohnSenior LecturerDepartment of Landscape Architecture and Regional Planning 106 Hills North University of Massachusetts 111 Thatcher Road, Office 1 Amherst, MA 01003-9357413.545.0969davidsohn@larp.umass.edu
Sara Hedstrom Pinnell, ASLA, RLA, LEED APPrincipalHedstrom Design Landscape Architecture, LLC130 West Jackson AvenueSuite 10 4Knoxville, Tennessee 37902865.329.0012sara@hedstromdesign.com
rb RYAN BALLlandscape architecture | design
1605 Pinebark Drive Knoxville, TN 37931
865.661.5733 | ryan.p.ball@gmail.com
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