Portfolio of Landscape Architecture

PATRICK F NELLIGAN

[ 2016 ]

portfolio of landscape architecture

Pa t r i c k F. N e l l i g a n1 5 9 C e n t e r S t , S h e l t o n C T8 6 0 3 0 7 6 6 5 7p a t r i c k . n e l l i g a n 9 2 @ g m a i l . c o m

E d u c a t i o n

P r o f e s s i o n a l E x p e r i e n c e

media

software

references

B.LArch., The Pennsylvania State University, 2015

Akademie für internationale Bildung, Bonn DE, 2014

SEU Joint Landscape Architecture Studio, Nanjing, PRC, 2014

Vision42 Design Competetion, NYC Dept. of Transportation, 2014

Collaborative BIM Studio, Arch / LArch / AE Depts., PSU 2015

Marcellus By Design, Sullivan County, PA 2013

Ink // Marker // Watercolor // Pastel // Pencil // Mixed Media

Adobe Creative Suite // AutoCAD // Rhinocerous // Revit // ArcGIS // SketchUp // Excel // Lumen RT

Hand Rendering

- Masterplan Rendering and Conceptual Process Sketching- Perspective and Axonometric Sketches- Schematic and Programmatic Diagrams - Renderings and Presentation Renderings

Digital Rendering

- Photomontage and Digital Renderings- Pland andExploded Schematic Diagrams- Combination of Sketches and Digital Renderings- 3D Modleing and Visualization

Technical

- Inventory and Surverying Site Analysis- Base prep, converting Concepts to AutoCAD- Production of Construction Documents, Details- Material Specification

Allan Broadbent, PLAGranoff ArchitectsTelephone: 203.948.6001Email: [email protected]

Ron Henderson, PLADirector of Landscape ArchitectureIllinois Institute of TechnologyFounder L + A Landscape Architecture Telephone: 401.345.6881Email: [email protected]

- Landscape Design, Masory & Horticultural Internship- Stormwater Restoration of Edith Wharton’s historic estate- Installation of planting designs and property maintenance- Dry laid masonry walls, patios and steps

- Ornamental Horticulture Internship- Road / Installation Crew: installation of plants, masonry- Planting of trees, shrubs and perennials- Basic plant health and care - On-site design of planting beds

Associate DesignerThe LaurelRock CompanyWilton CT2015-current

- Field Verification and Schematic Design- Conceptual Design, Conceptual Sketches, Sections and Diagrams- Presentation Materials: Masterplans and Renderings, Inspirations- Design Development: Construction Drawings- Preliminary Budgets and Cost Estimates, Specifications- Assist in Construction / Sub Coordianation and Scheduling- Perform site inspections and approvals- Permit and Code Research

InternWindy Hill Farm Inc.Stockbridge MA2012-2014

InternWebsters LandscapesSheffield MA2014

publications

Frans Padt, Scale-Sensitive Governance of the Environment John Wiley & Sons 2014

Frans Padt, Cultural Sustainability and Regional Development: Theories and Practices of TerritorialisationRoutledge 2016

S k i l l s

r e s u m e

contents

01 current works

02 academic works

03 paintings

fox hill rdboulder drbluewater aveharding laneold mill hillpatio sculpturemedia barn

5th yr thesisBIM StudioSEU Collab StudioVision42 StudioNeumarkt StudioConstr Dwg’s

current works

01 the laurelrock company, wilton ct

2015 - 2016

associate designer

fox hill rd

darien, ct

01

boulder dr

darien, ct

01

bluewater hill

westport, ct

01

bluewater hill

westport, ct

01

倀䰀䄀一䄀

倀䰀䄀

一䈀

conservatorybluewater hill

westport, ct

01

conservatorybluewater hill

westport, ct

01

+ TW 100.2 + TS 101.3+ POOL 101.2

+ TS 103.8

+ BS 101.3

BW 92.7 +

TW 97.7 +EXISTING GRADE

+ TW 100.2 + TS 101.3+ POOL 101.2

+ TS 103.8

+ BS 101.3

BW 92.7 +

TW 97.7 +EXISTING GRADE

EXISTING GRADE

harding lane

westport, ct

01

old mill hill

southport, ct

01

ROSS RESIDENCE739 MILL HILL ROADSOUTHPORT, CONNECTICUT

SHEET NO.:

THEAUREL OCK

COMPANY

969 DANBURY ROADWILTON, CONNECTICUT

T 203 544 0062F 203 544 0707

www.laurelrock.com

DATE:DRAWN BY:REVIEWED BY:SCALE:

SEAL:

12/04/15PN

JT/AEB1"= 20'-0"

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ISSUE DATE DESCRIPTION

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L00

INVASIVE REMOVALSAND BUFFER PLANTINGPLAN

GENERAL NOTES:1. EXISTING SITE INFORMATION IS TAKEN FROM THETOWN OF FAIRFIELD FILE, SUPPLEMENTED WITHFIELD MEASUREMENTS DONE IN THE SUMMER OF2015. THE BASE PLAN WAS PREPARED BY THEHUNTINGTON COMPANY LLC ON 09/01/10.

2. THE CONTRACTOR SHALL CONTACT 'CALLBEFORE YOU DIG' AT 1-800-922-4455 TO VERIFY THEPRECISE LOCATION OF ALL UTILITIES ON-SITEBEFORE INITIATING DEMOLITION ACTIVITIES ANDPROTECT EXISTING UTILITIES THROUGHOUTCONSTRUCTION. ANY UTILITIES DAMAGED BYCONSTRUCTION ACTIVITIES WILL BE REPAIRED BYTHE CONTRACTOR AT NO COST TO THE OWNER.

3. EXACT LOCATION OF PROPOSED PLANTINGS,SPECIES TYPES AND QUANTITIES MAY VARY FROMTHIS PLAN BASED ON SITE PLAN REVISIONSAND/OR ACTUAL FIELD CONDITIONS.

5. THIS PLAN IS PREPARED FOR EROSION CONTROLAND LANDSCAPE PURPOSES ONLY. SEEACCOMPANYING PLANS FOR ADDITIONALINFORMATION.

6. PLANT SPECIES SUBSTITUTIONS MAY BE MADEWITH THE APPROVAL OF THE PROJECT LANDSCAPEARCHITECT PRIOR TO PLANTING. SUBSTITUTEDPLANTS SHALL BE AT AN EQUAL OR GREATER SIZEAS NOTED USING A SIMILAR TYPE PLANT.

CONSTRUCTION SEQUENCE (GENERAL):

PHASE 11. THE CONTRACTOR SHALL READ AND COMPLYWITH ALL REQUIRED PRE-CONSTRUCTION PERMITCONDITIONS PRIOR TO THE START OFCONSTRUCTION.

2. UNDERSTORY INVASIVE AND VINES TO BEREMOVED AS TAGGED BY LA.

3. VINE ENCRUSTED AND TREES IN POOR HEALTHTO BE REMOVED AS TAGGED BY LA. TREES WITHINWETLANDS TO BE CUT FLUSH TO GRADE, NOSTUMP GRINDING WILL BE PERFORMED TO AVOIDSOIL DISTURBANCE.

4. INSTALL PERIMETER DEER FENCING AS DRAWN.

5. INSTALL NEW WETLAND BUFFER PLANTING ASSHOWN ON PLAN.

PHASE 2:6. INSTALL STAKED HAYBALE SILTATION FENCE ANDCONSTRUCTION FENCE AT EDGE OF PROPOSEDGRADING AS SHOWN. MAINTAIN HAYBALE FENCE INGOOD CONDITION THROUGHOUT PROJECT.

7. REMOVE / TRANSPLANT ALL EXISTINGVEGETATION AS TAGGED AT RESIDENCEFOUNDATION.

8. REMOVE ANY SITE ELEMENTS AS SHOWN ON THEPLAN, AND HAUL MATERIAL OFF SITE FORDISPOSAL.

9. CONSTRUCT RETAINING WALLS AND UPPERTERRACE.

10. IMPORT CLEAN FILL AND BACKFILL GRADES.

11. REMOVE EROSION CONTROLS WHEN SITE SOILSARE STABLE.

12. FINAL SITE CLEANUP.

EROSION CONTROL NOTES:1. LAND DISTURBANCE SHALL BE KEPT TO AMINIMUM. RESTABILIZATION OF DISTURBED SOILSSHALL BE COMPLETED AS SOON AS POSSIBLE.

2. ALL EROSION CONTROL MEASURES SHALL BE INACCORDANCE WITH THE STANDARDS ANDSPECIFICATIONS NOTED IN THE "CONNECTICUTGUIDELINES FOR SOIL EROSION AND SEDIMENTCONTROL", DEP BULLETIN 34, 2002.

3. ADDITIONAL EROSION CONTROL MEASURESSHALL BE INSTALLED DURING THECONSTRUCTION PERIOD AS NEEDED. THE TOWNENVIRONMENTAL PROTECTION DEPARTMENTSTAFF AND THE PROJECT LANDSCAPE ARCHITECTSHALL HAVE THE AUTHORITY IN DETERMINING THENEED FOR ADDITIONAL CONTROLS.

4. DISTURBED AREAS TO BE LEFT EXPOSED FORMORE THAN 21 DAYS SHALL BE SEEDED WITHRYEGRASS AT THE RATE OF 1 LBS. PER 1000SQUARE FEET WITHIN SEVEN DAYS OF THEOCCURRENCE OF THE DISTURBANCE. APPLY SOILAMENDMENTS AND MULCH AS NEEDED TOESTABLISH A DENSE, UNIFORM AND HEALTHYVEGETATION STAND OVER SEEDED AREAS.

5. THE CONTRACTOR SHALL UTILIZE METHODSAND MATERIALS FOR THE PREVENTION OF DUST(SOIL) BLOWING ONTO OFFSITE AREAS.

6. THE SITE CONTRACTOR SHALL MAINTAIN ANEXTRA SUPPLY OF SILT FENCE (50' MIN.) AND HAYBALES (25' MIN.) ON THE SITE FOR EMERGENCYREPAIRS.

7. EROSION CONTROLS SHALL BE MAINTAINED INPROPER WORKING ORDER DURING THECONSTRUCTION PERIOD AND UNTIL THE SITESOILS ARE STABILIZED. EROSION CONTROLSSHALL BE INSPECTED WEEKLY AND AFTER EACHRAINFALL AND REPAIRED WITHIN 24 HOURS.

PERMIT SETNOT FOR CONSTRUCTION

25'-0"

6'-0

"14

'-0"

XL0X.X

EXISTING STAIRS4 RISERS TO REMAIN

3'-0

"TY

P.

3'-0"TYP.

13'-0

"

EQ

.5'

-0"

ALI

GN

±24'-6"

EQ

.

EQ.EQ.

6'-6"

51'-0

"

1'-6

"

ALIGN

XL0X.X

BLUESTONE ON STONEDUSTPATTERN AS SHOWN

24x30" PAVERS W/ 6x36" BANDING

XL0X.X

6x36x12" BLUESTONE CURBINGON CONCRETE SLURRYROCK FACE FINISH

XL0X.X

DRYSTACKED FIELDSTONE RET. WALLSELF CAPPEDSEE GRADING PLAN

XL0X.X

48x16x6" GRANITE SLAB STEPSON STONEDUST WITH 14" TREAD

ALI

GN

ALI

GN

5'-0

"

8'-0"

XL0X.X

4'X2' BLUESTONE LANDINGON STONEDUST

XL0X.X

48x16x6" GRANITE SLAB STEPSON STONEDUST W/ 14" TREAD

6"

XL0X.X

48x16x6" GRANITE SLAB STEPS ONSTONEDUST WITH 14" TREAD

XL0X.X

DRYSTACKED FIELDSTONE RET. WALLSELF CAPPEDSEE GRADING PLAN

79'-0"

ALI

GN

L03

ROSS RESIDENCE739 MILL HILL ROADSOUTHPORT, CONNECTICUT

SHEET NO.:

THEAUREL OCK

COMPANY


T 203 544 0062F 203 544 0707

www.laurelrock.com


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All rights reserved. The drawings, designs and ideas embodied therein are property of TheLaurelRock Company and shall not be copied, reproduced, disclosed to others, or used inconnection with any work other than the specified project for which they were prepared, inwhole or in part, without prior written consent of The LaurelRock Company.

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1/4"=1'-0"

LAYOUT ANDMATERIALS

PRELIMINARY: NOT FOR CONSTRUCTIONTHIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND ISNOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTIONWITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS.

DD/MM/YYYY

+ TS [450.17] SUNSHELF

+ BS [447.0]

WATER LEVEL = 450.50

1.50 % 15 % 10 %

33'-0"

12'-0"

25'-0

"

15'-0

"

1'-6"

+ [451.0] COPING

3'-1

0" W

ATE

R D

EP

TH

5'-7

" WA

TER

DE

PTH

WATER DEPTH = 4"

3'-6

" WA

TER

DE

PTH

10"

MORTAR SETTING BED (BY POOL CONTRACTOR)

WATERLINE TILE BAND (BY POOL CONTRACTOR)

POOL WALL BOND BEAM (BY POOL CONTRACTOR)

POOL IPE DECKING

1"M

AX

.

2"x18" COPING W/ 1-1/2" OVERHANG (BY POOL CONTRACTOR)

1'-0" TYP.

6"

POOL WATER LINE

POOL SHELL (STEELREINFORCEMENT NOT SHOWN)

2'-8"

POOL WALL BEYOND

91 2" TY

P.

0'-6

"

POOL WATER LINE

POOL SHELL(STEEL REINFORCEMENT

NOT SHOWN)

3'-1

0"

5'-7

"

9'-2" 12'-0" 6'-0"

POOL WALL BEYOND

11"

TYP

.

1'-8

" 1'-3

"

1'-7"

L07

AS NOTED

NIMKOFF RESIDENCE65 PLATTS HILL ROADNEWTOWN, CONNECTICUT

SHEET NO.:

THEAUREL OCK

COMPANY


T 203 544 0062F 203 544 0707

www.laurelrock.com


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ARCHITECTDAN CONLON ARCHITECTS4 OLD MILL ROADGEORGETOWN, CT 06829T (203) 544 7988

SITE ENGINEERARTHUR H. HOWLAND ASSOCIATES, P.C.143 WEST STREET, SUITE ENEW MILFORD, CT 06776T (860) 354 9346F (860) 350 4419

GENERAL CONTRACTOROLSON DEVELOPMENT LLC159 BRUSHY HILL ROADNEWTOWN, CT 06470T (203) 972 7722F (203) 972 7780

1 09/26/2014


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ISSUED FOR DESIGN REVIEW

10/02/2014 REV. PER ARCH PLANS


12/10/2014 ISSUED FOR DRIVEWAY PERMITTING

09/08/2015 MASONRY PAVING PATTERNS

09/24/2015 LAYOUT AND MATERIALS PLAN

POOL DETAILS

SCHEMATIC POOL SECTION

POOL ENLARGEMENT AND LAYOUT PLANPOOL STEPS SCALE : 1/4"=1'-0"SCALE : 1"=1'-0"

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

NOTES:1. CONTRACTOR MUST SUBMIT SHOP DRAWINGS INCLUDING ALL CRITICAL DIMENSIONS AND EQUIPMENT SPECIFICATIONS FOR APPROVAL.

NOTES:1. POOL SHELL STRUCTURAL STEEL, GRAVEL BASE, MECHANICAL, AND PLUMBING SYSTEMS NOT SHOWN.

GENERAL NOTES:1. ALL WORK SHALL BE PROVIDED BY A QUALIFIED SWIMMING POOL INSTALLER OF DEMONSTRATED CAPABILITIES APPROVED BY A LANDSCAPE ARCHITECT.

2. PROVIDE COMPLETE SWIMMING POOL SYSTEM, INCLUDING SHELL,TILE, POOL FINISH. COPING; AND ALL RELATED PIPING AND WIRING TO UTILITIES, POOL CONTROLS, EQUIPMENT.

3. SUBMIT SHOP DRAWINGS OF ALL POOL RELATED WORK, SHOWING RELATIONSHIPS OF CONTIGUOUS WORK. SUBMIT CATALOG CUTS OF ALL EQUIPMENT TO BE PROVIDED, INCLUDING SERVICE REQUIREMENTS AND SIZES.

4. POOL CONTRACTOR AND INSTALLER SHALL CERTIFY THAT ALL STRUCTURAL COMPONENTS AND THEIR DESIGN, AS WELL AS MECHANICAL EQUIPMENT AND MATERIALS, COMPLY WITH REQUIREMENTS OF THE NATIONAL SWIMMING POOL INSTITUTE, THE CT STATE BUILDING CODE AND ALL OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION FOR THE PROJECT.

5. THE POOL SHELL MANUFACTURER AND INSTALLER SHALL FURNISH HIS STANDARD 5 YEAR WARRANTY AGAINST SUBSTANTIAL DEFECTS, AND WARRANTING THAT ALL MATERIALS AND WORKMANSHIP ARE FREE FROM MINOR DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL COMPLETION OF THE PROJECT.

6. POOL CIRCULATION AND FILTRATION SYSTEM TO OPERATE ON A CLOSED LOOP SYSTEM.

7. SURVEYOR TO STAKE OUT POOL CENTERLINE PRIOR TO EXCAVATION AND/OR LAYOUT.

8. A TEMPORARY POOL ENCLOSURE COMPLYING WITH CT RESIDENTIAL BUILDING CODE SHALL REMAIN IN PLACE THROUGHOUT THE CONSTRUCTION OF THE SWIMMING POOL UNTIL THE PERMANENT POOL ENCLOSURE IS INSTALLED.

POOL TO INCLUDE, BUT NOT LIMITED TO:1. STEEL REINFORCED SHOTCRETE CONSTRUCTION OVER MINIMUM 6" TRAPROCK BASE, 12" MINIMUM OR AS NECESSARY OVER LEDGE ROCK AS DETERMINED IN FIELD BY ENGINEER.

2. 4" DIAMETER, NON-MECHANICAL HYDROSTATIC RELIEF VALVE INSTALLED AT THE LOW POINT.

3. TWO (2) MAIN DRAINS WITH ANTI-HAIR SNARE PLUS GRATES AS MANUFACTURED BY TRIODYNE SAFETY STRUCTURES OR APPROVED EQUAL.

4. CONCRETE STEPS AND UNDERWATER BENCHES AS SHOWN ON PLANS.

5. TWO (2) AUTOMATIC SURFACE SKIMMERS, WITH BUILT IN FLOATING WEIR. SKIMMER COVERS WILL BE STONE TO MATCH COPING. SKIMMER INLETS TO BE FACED WITH TILE. SET SKIMMERS BACK FROM POOL EDGE TO FIT WITH PAVING PATTERN.

6. SIX (6) EYEBALL RETURN INLET FITTINGS.

7. TILE: WATERLINE - CERAMIC, TBD

8. POOL COPING: 2" PENNSYLVANIA BLUESTONE, 70% SELECT BLUE, 30% FULL RANGE, BULLNOSE EDGE.

9. POOL FINISH: TBD

10. CARTRIDGE FILTER OR DE FILTER WITH SEPARATION TANK AS APPROVED BY OWNER.

11. 400,000 BTU GAS HEATER

12. SALT CHLORINE GENERATOR & COMMERCIAL GRADE UV STERILIZER( ALT. PRICE: CHLORINATOR / BROMINATOR)

13. POOL LIGHTING: TBD

14. PENTAIR INTELLITOUCH POOL AND SPA CONTROL SYSTEM WITH PC INTERFACE AND (2) INTERIOR WALL MOUNT CONTROL PANELS.

15. ALL ELECTRICAL CONNECTIONS AND GROUNDINGS AS REQUIRED FOR A COMPLETE SYSTEM.

16. AUTOMATIC FILL AND 3/4" PVC WATER SUPPLY FROM HOUSE, WITH BACK-FLOW CHECK VALVE. STONE COVER TO MATCH PAVING.

17. MANUAL VACUUM CLEANER COMPLETE WITH VACUUM HEAD, FLOATING HOSE , HANDLES AND CONNECTIONS. INCLUDE LINES FOR FUTURE SWEEP HOOK-UP.

18. ACCESSORIES TO INCLUDE: TEST KIT, WALL BRUSH, HAND SKIMMER, 15" I.D. RING BUOY AND 50 ft OF 1/4" LINE, 12 ft LIFE POLE.

19. MESH WINTER SAFETY COVER: LOOP-LOC MESH INCLUDING FLUSH FITTING BRASS ANCHORS. COLOR TBD.

20. EMERGENCY SHUT OFF SWITCH (PANIC BUTTON) FOR ALL POOL PUMPS. LOCATION TO BE APPROVED BY OWNER. SWITCH TO BE MOUNTED ON HOUSE IN VISIBLE LOCATION. SWITCH TO BE MOUNTED 36" HIGH. COORDINATE WITH GC.

21. POOL ALARMS: SONAR GUARD POOL SECURITY SYSTEM. PROVIDE ALTERNATE PRICE (2) POOLGUARD SAFETY BUOY PGRM-SB OR APPROVED EQUAL. COORDINATE TETHER ATTACHMENT WITH OWNER PRIOR TO INSTALLATION.

MISCELLANEOUS NOTES:1. ALL SLOPES OF FINISHED POOL SHALL BE UNIFORM.

2. IF THE PUMP IS INSTALLED BELOW THE OVERFLOW RIM OF THE POOL, CHECK VALVES SHALL BEINSTALLED ON SUCTION AND DISCHARGE LINES IN AN ACCESSIBLE LOCATION OUTSIDE THE POOL SHELL.

3. ALL VALVES AND MECHANICAL EQUIPMENT SHALL BE LOCATED WHERE READILY AND EASILYACCESSIBLE FOR MAINTENANCE AND REMOVAL.

4. GROUNDING AND ALL CONNECTIONS TO PUMPS, LIGHTS AND POOL AS PER BUILDING CODE.

5. POOL WATER TO BE SUPPLIED BY CONTRACTOR.

6. ALL GRADES, INLETS, FITTINGS, ETC TO BE VGBA COMPLIANT.


2'-0" 2'-0"

15'-0

"

3'-0

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'-0"

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2'-6" 2'-0" 2'-0" 28'-0

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GRANITE CURB LAWN STEPON CONCRETE SLURRY

XL0X.X

ECOARBOR 24"x48" IPE DECK TILESSET ON CRUSHED STONE

XL0X.X

18" BLUESTONE COPINGON CONCRETE

XL0X.X

FIELDSTONE RETAINING WALLON CRUSHED STONE FOOTINGSELF CAP

XL0X.X

BLUESTONE ON STONEDUST36X72"

XL0X.X

BLUESTONE ON STONEDUST30X60" PAVERS

XL0X.X

POST AND RAIL CEDAR FENCEWITH WIRE MESH

39'-0"

XL0X.X

GRAVEL WITH 1/8" STEEL EDGING

9'-1

0"1'

-6"

XL0X.X

IN GROUND SWIMMING POOLWITH SUN SHELF

15'-6

"

14'-8"

10'-0"

CL

CL

12'-0"

2'-0

"5'

-0"

28'-0

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XL0X.X

BLUESTONE ON STONEDUSTPATTERN AS SHOWN

XL0X.X

3/16" STEEL EDGING

L03.3

1/4"=1'-0"


SHEET NO.:

THEAUREL OCK

COMPANY


T 203 544 0062F 203 544 0707

www.laurelrock.com


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LAYOUT ANDMATERIALS PLAN

patio

01

+ TS [450.17] SUNSHELF

+ BS [447.0]

WATER LEVEL = 450.50

1.50 % 15 % 10 %

33'-0"

12'-0"

25'-0

"

15'-0

"

1'-6"

+ [451.0] COPING

3'-1

0" W

ATE

R D

EP

TH

5'-7

" WA

TER

DE

PTH

WATER DEPTH = 4"

3'-6

" WA

TER

DE

PTH

10"

MORTAR SETTING BED (BY POOL CONTRACTOR)

WATERLINE TILE BAND (BY POOL CONTRACTOR)

POOL WALL BOND BEAM (BY POOL CONTRACTOR)

POOL IPE DECKING

1"M

AX

.

2"x18" COPING W/ 1-1/2" OVERHANG (BY POOL CONTRACTOR)

1'-0" TYP.

6"

POOL WATER LINE

POOL SHELL (STEELREINFORCEMENT NOT SHOWN)

2'-8"

POOL WALL BEYOND

91 2" TY

P.

0'-6

"

POOL WATER LINE

POOL SHELL(STEEL REINFORCEMENT

NOT SHOWN)

3'-1

0"

5'-7

"

9'-2" 12'-0" 6'-0"

POOL WALL BEYOND

11"

TYP

.

1'-8

" 1'-3

"

1'-7"

L07

AS NOTED


SHEET NO.:

THEAUREL OCK

COMPANY


T 203 544 0062F 203 544 0707

www.laurelrock.com


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POOL DETAILS

SCHEMATIC POOL SECTION

POOL ENLARGEMENT AND LAYOUT PLANPOOL STEPS SCALE : 1/4"=1'-0"SCALE : 1"=1'-0"

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

NOTES:1. CONTRACTOR MUST SUBMIT SHOP DRAWINGS INCLUDING ALL CRITICAL DIMENSIONS AND EQUIPMENT SPECIFICATIONS FOR APPROVAL.


GENERAL NOTES:1. ALL WORK SHALL BE PROVIDED BY A QUALIFIED SWIMMING POOL INSTALLER OF DEMONSTRATED CAPABILITIES APPROVED BY A LANDSCAPE ARCHITECT.

2. PROVIDE COMPLETE SWIMMING POOL SYSTEM, INCLUDING SHELL,TILE, POOL FINISH. COPING; AND ALL RELATED PIPING AND WIRING TO UTILITIES, POOL CONTROLS, EQUIPMENT.

3. SUBMIT SHOP DRAWINGS OF ALL POOL RELATED WORK, SHOWING RELATIONSHIPS OF CONTIGUOUS WORK. SUBMIT CATALOG CUTS OF ALL EQUIPMENT TO BE PROVIDED, INCLUDING SERVICE REQUIREMENTS AND SIZES.

4. POOL CONTRACTOR AND INSTALLER SHALL CERTIFY THAT ALL STRUCTURAL COMPONENTS AND THEIR DESIGN, AS WELL AS MECHANICAL EQUIPMENT AND MATERIALS, COMPLY WITH REQUIREMENTS OF THE NATIONAL SWIMMING POOL INSTITUTE, THE CT STATE BUILDING CODE AND ALL OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION FOR THE PROJECT.

5. THE POOL SHELL MANUFACTURER AND INSTALLER SHALL FURNISH HIS STANDARD 5 YEAR WARRANTY AGAINST SUBSTANTIAL DEFECTS, AND WARRANTING THAT ALL MATERIALS AND WORKMANSHIP ARE FREE FROM MINOR DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL COMPLETION OF THE PROJECT.

6. POOL CIRCULATION AND FILTRATION SYSTEM TO OPERATE ON A CLOSED LOOP SYSTEM.

7. SURVEYOR TO STAKE OUT POOL CENTERLINE PRIOR TO EXCAVATION AND/OR LAYOUT.

8. A TEMPORARY POOL ENCLOSURE COMPLYING WITH CT RESIDENTIAL BUILDING CODE SHALL REMAIN IN PLACE THROUGHOUT THE CONSTRUCTION OF THE SWIMMING POOL UNTIL THE PERMANENT POOL ENCLOSURE IS INSTALLED.

POOL TO INCLUDE, BUT NOT LIMITED TO:1. STEEL REINFORCED SHOTCRETE CONSTRUCTION OVER MINIMUM 6" TRAPROCK BASE, 12" MINIMUM OR AS NECESSARY OVER LEDGE ROCK AS DETERMINED IN FIELD BY ENGINEER.

2. 4" DIAMETER, NON-MECHANICAL HYDROSTATIC RELIEF VALVE INSTALLED AT THE LOW POINT.

3. TWO (2) MAIN DRAINS WITH ANTI-HAIR SNARE PLUS GRATES AS MANUFACTURED BY TRIODYNE SAFETY STRUCTURES OR APPROVED EQUAL.

4. CONCRETE STEPS AND UNDERWATER BENCHES AS SHOWN ON PLANS.

5. TWO (2) AUTOMATIC SURFACE SKIMMERS, WITH BUILT IN FLOATING WEIR. SKIMMER COVERS WILL BE STONE TO MATCH COPING. SKIMMER INLETS TO BE FACED WITH TILE. SET SKIMMERS BACK FROM POOL EDGE TO FIT WITH PAVING PATTERN.

6. SIX (6) EYEBALL RETURN INLET FITTINGS.

7. TILE: WATERLINE - CERAMIC, TBD

8. POOL COPING: 2" PENNSYLVANIA BLUESTONE, 70% SELECT BLUE, 30% FULL RANGE, BULLNOSE EDGE.

9. POOL FINISH: TBD

10. CARTRIDGE FILTER OR DE FILTER WITH SEPARATION TANK AS APPROVED BY OWNER.

11. 400,000 BTU GAS HEATER

12. SALT CHLORINE GENERATOR & COMMERCIAL GRADE UV STERILIZER( ALT. PRICE: CHLORINATOR / BROMINATOR)

13. POOL LIGHTING: TBD

14. PENTAIR INTELLITOUCH POOL AND SPA CONTROL SYSTEM WITH PC INTERFACE AND (2) INTERIOR WALL MOUNT CONTROL PANELS.

15. ALL ELECTRICAL CONNECTIONS AND GROUNDINGS AS REQUIRED FOR A COMPLETE SYSTEM.

16. AUTOMATIC FILL AND 3/4" PVC WATER SUPPLY FROM HOUSE, WITH BACK-FLOW CHECK VALVE. STONE COVER TO MATCH PAVING.

17. MANUAL VACUUM CLEANER COMPLETE WITH VACUUM HEAD, FLOATING HOSE , HANDLES AND CONNECTIONS. INCLUDE LINES FOR FUTURE SWEEP HOOK-UP.

18. ACCESSORIES TO INCLUDE: TEST KIT, WALL BRUSH, HAND SKIMMER, 15" I.D. RING BUOY AND 50 ft OF 1/4" LINE, 12 ft LIFE POLE.

19. MESH WINTER SAFETY COVER: LOOP-LOC MESH INCLUDING FLUSH FITTING BRASS ANCHORS. COLOR TBD.

20. EMERGENCY SHUT OFF SWITCH (PANIC BUTTON) FOR ALL POOL PUMPS. LOCATION TO BE APPROVED BY OWNER. SWITCH TO BE MOUNTED ON HOUSE IN VISIBLE LOCATION. SWITCH TO BE MOUNTED 36" HIGH. COORDINATE WITH GC.

21. POOL ALARMS: SONAR GUARD POOL SECURITY SYSTEM. PROVIDE ALTERNATE PRICE (2) POOLGUARD SAFETY BUOY PGRM-SB OR APPROVED EQUAL. COORDINATE TETHER ATTACHMENT WITH OWNER PRIOR TO INSTALLATION.

MISCELLANEOUS NOTES:1. ALL SLOPES OF FINISHED POOL SHALL BE UNIFORM.

2. IF THE PUMP IS INSTALLED BELOW THE OVERFLOW RIM OF THE POOL, CHECK VALVES SHALL BEINSTALLED ON SUCTION AND DISCHARGE LINES IN AN ACCESSIBLE LOCATION OUTSIDE THE POOL SHELL.

3. ALL VALVES AND MECHANICAL EQUIPMENT SHALL BE LOCATED WHERE READILY AND EASILYACCESSIBLE FOR MAINTENANCE AND REMOVAL.

4. GROUNDING AND ALL CONNECTIONS TO PUMPS, LIGHTS AND POOL AS PER BUILDING CODE.

5. POOL WATER TO BE SUPPLIED BY CONTRACTOR.

6. ALL GRADES, INLETS, FITTINGS, ETC TO BE VGBA COMPLIANT.


BLUESTONE PATIO

BRICK PATIO

BRICK PATIO

2" CHANNEL DRAIN

(8)BOXWOOD

(12) BOXWOODS

(5) RUSSIAN SAGE

EX. PLANTING BEDTO REMAIN


14" x 36" BLUESTONEBANDING TYP.

GRILL

JOHNSON RESIDENCE44 SINGING OAKS DRIVEWESTON, CONNECTICUTDIAMOND PATTERN 4DATE: 25 AUG 2015SCALE: 1/4"= 1'-0"

0' 1' 2'

THEAUREL OCK

COMPANY969 DANBURY ROAD T 203 544 0062WILTON, CONNECTICUT www.laurelrock.com

L

BLUESTONE PATIO

BRICK PATIOON STONEDUST

POOL

PLA

NT

ING

BED


BRICK PATIOON CONCRETE

2" CHANNEL DRAIN

APPROX EDGE OF BEDTRANSPLANT SPIREAREMOVE BARBERRYTRANSPLANT 20% DAYLILLIES

(8)BOXWOOD

(12) BOXWOODS

TRANSPLANTRHODODENDRON IN FIELD

(12) BOXWOOD

EX. SEDUM TOREMAIN

(2) TOPIARY BOXWOOD

(7) SALVIA 'BLUE HILL'(9) RUSSIAN SAGE

(3) SUNNY KNOCKOUT ROSE

(9) BOXWOOD

BLUESTONETHRESHOLD

3x3' BLUESTONE STEPPING STONES TYP.

LAWN LAWN

EX. BOXWOOD HEDGE

PERENNIAL MIX OFGUARA 'WHIRLING BUTTERFLIES'RUSSIAN SAGE

(5) RUSSIAN SAGE

(10) IRIS VERSICOLOR(10) IRIS ENSATA 'DARLING'(5) AMSONIA HUBRICHTII


(5) AMSONIA HUBRICHTII


14" x 36" BLUESTONEPATIO BANDING TYP.

12" x 48" BLUESTONEPOOL COPING TYP.

14" x 36" BLUESTONEBANDING TYP.

PATTERN BLUESTONE LANDING

2' x 3' BLUESTONE PATIO

(5) THYME

GRILL

EX. FENCE

L01

LAYOUT ANDMATERIALS PLAN

JOHNSON RESIDENCE44 SINGING OAKS DRIVEWESTON, CONNECTICUT

SHEET NO.:

THEAUREL OCK

COMPANY


T 203 544 0062F 203 544 0707

www.laurelrock.com

DATE:FILE NAME:DRAWN BY:CHECKED BY:SCALE:

SEAL:

08/25/15PAVING STUDIES

PNAEB

1/4"=1'-0"

DRAWING TITLE:

REV. DATE & COMMENT

L

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27,

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5 - 1

:50p

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© 2015 THE LAURELROCK COMPANYThese drawings, concepts, designs and ideas are property of The LaurelRock Company.They may not be copied, reproduced, disclosed to others, or used in connection with anywork other than the specified project for which they were prepared, in whole or in part,without prior written consent of The LaurelRock Company.

TOTAL AREA OF BRICK TO BE RESET

1,500 SQ FT

TOTAL LF OF BLUESTONE BANDING

150 LF

TOTAL LF OF POOL COPING

125 LF

TOTAL SQ OF BLUESTONE PATIO

110 SQ FT

TOTAL NUMBER OF BLUESTONE STEPS

8 AT 3'x3'

EQ., 36"+/-

EQ

.,36

'+/-

EQ

.,4'

+/-

1'-0"

14"

14"

EQ. EQ

EQ

.,36

"+/-

EQ., 36"+/-

EQ

.,36

'+/-

EQ. EQ.

EQ

.E

Q.

90°

90°

90°

90°

10'-9"+/-

10'-9

"+/-

90°TYP.

90°TYP.

90°

TYP

.1'

-2"

1'-0

"

1'-2" 1'-2"

1'-0

"

1'-0

"

1'-2

"

1'-2"

6"M

IN.

4"TYP.

4"6"

2'-6

"+

/-

3'-0"4'-10"3'-10"

R5'-6"

6'-7

"

5'-6"

90°TYP.

11'-2"

26'-2"

1'-2"

45°

45°

L01

JOHNSON RESIDENCE44 SINGING OAKS DRIVEWESTON, CONNECTICUT

SHEET NO.:

THEAUREL OCK

COMPANY


T 203 544 0062F 203 544 0707

www.laurelrock.com

DATE:FILE NAME:DRAWN BY:CHECKED BY:SCALE:

SEAL:

9/11/2015

PNAB

DRAWING TITLE:

REV. DATE & COMMENT

L

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Sep

14,

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5 - 1

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©

1/4"=1'-0"

MATERIALS ANDLAYOUT PLAN

sculpture

masonry bench- 2016

01

12'-0" TYP.

DETAIL 1

12" T

YP

.

DETAIL 2

DETAIL 3

DETAIL 4

DETAIL 5

AMADEO RESIDENCE105 SILVER SPRING ROADWILTON, CONNECTICUT

DRAIN DETAILSDATE: 29 JULY 2015SCALE: 1"=1'-0" 0' 6" 12" 24"

THEAUREL OCK


L

AMADEO RESIDENCEMEDIA BARN DRAINAGE

THEAUREL OCK


LThe stabilization of the path material would allow for rainwater to drain either into a discrete drain, or to simply �ow into the lawn. The material would be �xed, allowing rainwater to dissipate without disturbing or carrying material into the lawn or across the strip of bluestone slabs.

R6 JUNE 2015

OPTION A: STABILIZED PATH MIX

The installation of a decorative grooved stone would allow for a beautiful display of the channeling of rainwater at this speci�c area of the property. A variety of textures could be employed, but all would have the e�ect of highlighting this phenomenon as an architecturally anticipated and resolved issue. A second variation of this solution could employ the rust material of the barn facade, or wood slats.

AMADEO RESIDENCEMEDIA BARN DRAINAGE

THEAUREL OCK


L R6 JUNE 2015

OPTION B: TEXTURED SLAB

media barn drain

BLUESTONE PAVERSON CRUSHED STONE

CUSTOM 12"ACO SLAB DRAIN

CUSTOM 12" COR-TENPERFORATED GRATE

12"

AMADEO RESIDENCE105 SILVER SPRING ROADWILTON, CONNECTICUT

DRAIN DETAILSDATE: 29 JULY 2015SCALE: 1"=1'-0" 0' 6" 12" 24"

THEAUREL OCK


L

01

academics

the pennsylvania state university, pa

2010 - 2015

bachelor of landscape architecture

02

thesis - CLOUD

5th year, university park, pa

CLOUD was a conceptual installation completed in my last 4 weeks at Penn State. A canopy was to be placed in a high traffic area of campus, and photographed throughout the day.

The void in the center of the canopy was to be a filter through which social and visual experiences would be captured, but also through which the architecture of Old Maine could be critiqued.

Four anchors, each 200 lb blocks of concrete fitted with PVC to revieve the canopies beams, were poured at the Architecture Building and wheeled down to the installation location on the morning of the event.

The intial selection of location was the Pattee Library, something I view as the heart of a university. This was changed due to graduation tents placed at the original location, and was adjusted to the plaza at Old Main, the largest and oldest structure on the universities campus.

02

Vehicular Circulation

Vegetation

Pedestrian Circulation

Emergency Circulation

Stormwater Gardens

Recreation Lawns

Campus Grid ShiftCampus Context

B I M

The Built Information Modeling Studio consisted of a five student teams, each with an architect, landscape architect and four architectural engineering students.Our task was to conduct a semester long IPD and BIM design of the Agricultural Engineering Building and North Campus at Penn State. My duties included all landscape design, intense collaboration with the other disciplines, and all production of landscape elements in Rhino and Revit and subsequent post production of all renderings seen opposite.

02

This conceptual museum design embodies the art of calligraphic forms and gestures made in the practice of Chinese calligraphy. The circle, the solid and the void are distorted to mimick the motion of brush strokes through a volume. Cylindrical voids perforate a cantilevered solid, creating a shifting experience as sunlight crawls along the walls.

The first gesture is the circle, a stroke that passes through the entirety of the void. This complete perforation of the void symbolizes the Earthly element in both traditional Chi-nese culture, as well as the human nature intertwined with the earth. This constant presence is a reminder of the inability of humans to escape their natural and earthly instincts.

Once within this volume, the building relies upon the viewer to discover the abstract effects it creates.

The second gesture is the upward stroke, breaking the plane of the roof and framing the skye, breaking the plane of the roof and framing the skye, breaking the plane of the roof and framing the sk . This unfinished semi-circle is completed by the framed sunlight that moves through the void. This gesture is essential to providing a connection with the museum, the environment, and humans. The pressure of the glass cylinder pressing down on the

viewer directs their path within the museum.

The third and final gesture is the downward stroke, coming to rest in the Qinhai River. This gesture completes the entirety of the buildings connection with earth, sky and water. This cylinder creates the cantilever, and most importantly completes a circle when reflected in the water. This elemental reference creates a strong and unwavering position on

the riverbank, but also connects the visitors within the building under the arch, and those in the museum above.

The concept of calligraphy and the subtleties that exist within each brushstroke was a driving factor behind this museum, and consequently the landscape. This museum will invite viewers to explore, to wait for the suns shadow to advance a little farther, to alight upon a sculpture in the perfect way. This creates an experience, a dialogue between the

building and the human that is translated from elemental principles, and thus creates a dialogue between human and nature.

seu collab studio

SEU, nanjing, PRC

02

neumarkt

vision 42

Vegetation Structure and SupportsWood Decking Glass Panels

neumarkt

vision 42

seu collab studioorihana notebook, presented to Dean of Architecture SEU, PRC

02

seu collab studioorihana notebook, presented to Dean of Architecture SEU, PRC

Retained Earth

01.4011 RD

6011 EFF gnidliuB

noitneteroiBTC 1109.5

BC 1109.0

TC 1107.57

BC 1107.07

TC 1107.55

BC 1107.05

BC 1104.70

TC 1105.20

TC 1105.30

BC 1104.70

TC 1105.50

BC 1105.00

TC 1105.60

BC 1106.10

TC 1107.50BC 1107.00

TC 1108.55

BC 1108.05

HPS 1105.35

TC 1107.60

BC 1107.50

TC 1106.15

BC 1105.65

TC 1105.80

BC 1105.30

57.5011 CT52.5011 CB

TC 1105.75

BC 1105.25

LPS 1098.60

2.14

% S

wale

2.45 %

Swale

5.6011 .R.D

TC 1106.40

BC 1105.60

2.12 %

2.12 %

TC 1106.60

BC 1106.10

TC 1108.85

BC 1106.35

TC 1108.50

BC 1108.00

TC 11

09.50

BC 1109

.00

TC 1109.6

BC 1109.1

TC 1109.8

BC 1109.3

TC 1107.70

BC 1107.20

TC 1106.10

BC 1105.60

TC 1

106.

30BC

110

5.70TC 1106.25

BC 1105.75

09.4011 CT04.3011 CB

TC 1

105.

70

BC 1

105.

20

TC 1105.8BC 1105.3

TC 1105.9BC 1105.4

TW 1101.1

BW 1095.5

TW 11

02BW

1096

.2

TW 1

101.

1

BW 1

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2

01.1011 WT00.5901 WB

1.50 %

1.65 %

1.56 %

TC 1106.55

BC1106.05

TC 1109.9

BC 1109.4

TC 1108.6

BC 1108.1 TC 1108.5

BC 1108.0

TC 1108.3

BC 1107.8

TC 1108.4

BC 1107.9

LPS 1102.10

1105

.80

1106

1107

1108

1109

1110

1111

1105.9

11061107

1106

1108

1106

1105

1107

1108

1109

1108

1110

1111

1113

1113

1111

1112

1112

1105

1105

1105

1104

1103

11031104 1102 1101

1100

1099

Legend

Planting Bed

Free Standing Wall

Existing Elevations5111

North

TW /BW (XXX) :Top/ Bottom WallTC/BC XXX : Top/ Bottom CurbTS XXX : Top StepDI : Drain InletDR: Drain Rim

1098

1097

1096

1095

1107

1106.5

1107

1105

rettilpS wolF

TC 1105.5

BC 1105

08.4011 CTBC 1104.30

TW 1101.1

BW 1095

TW 1101.1

BW 10980.1

TW 1101.1

BW 1101

1106

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1106.00

TW 1

101.

1

BW 1

101.

00

10941095

TC 1110.75

BC1110.25

1106

Flow Splitter

Flow Splitter

Flow Splitter

Flow Splitter

1105

.8

2.36 %

1107.50

1105.50

1105.50

1104

1103

1102

1101

1100

11041105

110611071108

1109

1110

1111

1105.50

4.00 %

1106

.10

50.7011 WT50.5011 CB

49.6011 WT60.5011 CB

40.7011 WT40.5011 CB

39.6011 WT50.5011 CB

02.7011 RD

TC XXXX.

BC XXXX.

1101

1099

1098

1097

1094

% 74.3

1096

10961095

1.56%

27.4011 RD

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55.7011 WT55.5011 CB

06.7011 WT06.5011 CB

09.7011 WT09.5011 CB

53.7011 WT53.5011 CB

TC 1108.83

BC 1108.37

0.5011 CTBC 1104.5 5.3011

00.4011 ST5.3011 SB

05.2011 ST00.2011 SB

5.1011 ST00.1011 SB

00.0011 ST05.9901 SB

00.9901 ST5.8901 SB

05.6901 ST00.6901 SB

00.5901 ST5.4901 SB

000505.2

B

Seven Stone Steps6" Risers (Thickness of rock)2' Tread of Rock surface4' of grass on center between each step

1107

1112

Stone StepSlab

A

B

C

Pat

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12/5

/201

320

Sca

le

EX. GAS CONN

EX. BRICK WALK

EX. ELE CONN

RESIDENCE

MS DOGWOOD

EX. STONE WALL

(19) GR

(5) HD @ 36" o.c.

(5) BG

(1) BS

(14) GB

(1) SR

(15) VM

(9) BH

(3) BT

(12) HL

(1) BS

(4) HM

(5) AN

(1) CB

(1) BS

(5) DE

(3) HM

(11) IC

(1) SR

(13) AJ

(1) SR

(1) BG

(1) BG(15) AN

(15) DE

(7) BH

(7) GR

(10) BH

(7) GR

(5) CN

(7) GR

(23) BH

(3) CN

(5) SN

(3) SF

(3) BG

(8) BH

(5) AJ

(15) VM

(9) SN

(3) BG

(3) BT

(13) HL

(14) NB

HALL RESIDENCE3 WAHACKME LANENEW CANAAN, CONNECTICUT

SHEET NO.:

THEAUREL OCK

COMPANY


T 203 544 0062F 203 544 0707

www.laurelrock.com


SEAL:

09/10/15PNAB

DRAWING TITLE:

L

F:\C

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\Hal

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SIG

N B

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Sep

10,

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5 - 2

:48p

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ARCHITECTXXXXXX ROADXXX TOWN, CT XXXXXXT (XXX) XXX XXXXF (XXX) XXX XXXX

SITE ENGINEERXXXXXX ROADXXX TOWN, CT XXXXXXT (XXX) XXX XXXXF (XXX) XXX XXXX

GENERAL CONTRACTORXXXXXX ROADXXX TOWN, CT XXXXXXT (XXX) XXX XXXXF (XXX) XXX XXXX

1 MM/DD/YYYY


2

3

4

5

6

7

8

9

10

L01

PLANTING PLAN

1/4"=1'-0"

construction drawings

38'-10"38'-10"38'-10"

22'-522'-512"

7'-0"7'-0"7'-0"

28.45 28.45

TOS 28.15

BOS 24.65

BW 24.15BW 24.15

10'10'10'

5'5'5'

5'5'5'

28.20 28.20

5'5'5'

5'5'5'

1'-3"1'-3"1'-3"STAIRS9 Risers @ 6"9 Treads @ 1'-3"

Coping Stones Measure 3' x 5' x 5"White Limestone with Tooth Chiseled Finish

TW 28.25TW 28.25

2'2'2'

7'-5"7'-5"7'-5"

12'-2"12'-2"12'-2"

8'-10"8'-10"

8'-4"8'-4"8'-4"

9'-7"9'-7"9'-7"

10'-518"

12'-0"12'-0"

13'-3"13'-3"13'-3"

11'-6"11'-6"

6'-4"6'-4"6'-4"

2.00 % 2.00 %

2.00 %2.00 %

1.00 %

6"CIP Exterior Concrete Slab (fine aggregate)

28.18

2'-4"2'-4"2'-4"

6" CIP Interior Concrete Slab (rough aggregate)

14" Control Joint

34" Expansion Joint betweenInterior and Exterior CIP Con. Slabs

34" Expansion Joint

1" Expansion / Permeable JointTurf meets flush with Interior Slabs

4.00 %

4.00 %

5.00 %3.00 %

2.00 %

1' x 1' Permeable Pavers, Granite(SW) Dark Grey, smooth finish

3'3'3'

1" Thick Granite Paver LandingSmooth Finish, Dark GreyMeasures - 2'-6"x 2'-6' x 1"14" Mortar Joint

14" Mortar Joint

Existing Campus Sidewalk

TW 28.25 TW 28.25 Coping Stone wing walls flush with landing'sgranite pavers- 3

4" Expansion Joint

BW 24.10

TW 25.50

BW 24.25TW 25.55

BW 23.55TW 25.20

BW 23.70TW 25.37

BW 24.65TW 26.50

BW 24.55

BW 23.80 BW 23.50BW 23.50

BW 23.60

BW 24.15

BW 24.85

TW 26.50

TW

26.5

0TW 25.37

TW 25.20TW 25.50

TW 2

5.75

TW 2

5.75

7'-7"7'-7"7'-7"

34" Expansion Joint

4" Pre-Cast Concrete Edging4" Pre-Cast Concrete Edging

BWBW24.1524.15

7'-5"7'-5"7'-5" 12'-5"12'-5"6'-46'-414"

5'-5'-12 " " "

7'-1"7'-1"7'-1"

12'-3"12'-3"

5'5'5'

1'-3"1'-3"1'-3"

Undisturbed Turf SlopeUndisturbed Turf Slope

Undisturbed Turf Slope

PlanFull Gathering Space, Walkway, Stairs and Building Plan

1

0 8 20 30

Landscape Architecture Landscape Architecture

Pennsylvania State Pennsylvania State University University Fall 2012 Final Project Fall 2012 Final Project

Full Site Plan

Revised by:

Checked by:

__/__/__

__/__/__

L1

Patrick Nelligan

December 6, 2012

LARCH 331

L3L322

L4L4L4L4L4L4L4L4 1111

L5L511

L3L311

N

2'2'2'11'-4"11'-4"9'-11"9'-11"

6" CIP Concrete Interior Slab6" CIP Concrete Interior SlabTYP (see Note 16)TYP (see Note 16)

14" Control Joint TYP for CIPConcrete surfaces

12" Expansion Joint @ Base ofRetaining Walls TYP

1' x 1' Permeable Ground Pavers( SW ) (See Note 14)Dark Grey, Smooth Finish

14" Open Joints allow for waterdrainage

4" CIP Concrete Edging

6" CIP Concrete Slab ( with irregular edge)Connections with turf should be flush andreinforced with stiff fabric (see Note 15)

2' Coping Stone on Sitting wallsWhite Limestone- Smooth, polished surface

2'2'

2.00 %

16'-7"16'-7"

NOTE 16Interior Concrete Slabs (Irregular)use a mix of larger aggregate andhave a sand blasted finish

Exterior Concrete Slabs (Edge ofPlaza) use mix of fine aggregaeand have a Broomed finish

Plan DetailDetail of Sitting Wall, Permeable Path and Interior Conc

10 841 12



Full Site Plan

Revised by:

Checked by:

__/__/__

__/__/__

L3

Patrick Nelligan

December 6, 2012

LARCH 331

Prof. Burkholder

N

SectionRetaining Wall, Retained Earth and Pavement

3' Frost depth

4" Drainage Pipe (see note 13)

2' X 4" Coping Stone with Drip Edge ( see Note 12)

6" thick Concrete Slab TYP

34" Mortar Joint TYP

14" High Tensile Fabric Locked in Mortar Joint1" Rigid Insulation Plate

6" CIP Concrete slab TYP

# 3 Re-Bar 12" interval TYP8" Compacted Aggregate Sub-GradeCompacted Sub-Base (Backfill)

5" Turf Grass

1" Mortar Setting Bed under coping

8"

2'-3"

8"8" X 2'-3" Continuous Spread Footing 2000 PSI

8" of Compacted Aggregate Base1'-1" 2 x 4 " Key

2'6" Facade Anchor Pins

Mortar Locked High Tensile Fabric ( See Note 11)

6" Concrete Tie34" Expansion Joint

1'-834"

5"5"5"5"5"

# 4 Re-Bar 7" Interval

4" Drainage Pipe With Cloth ( see note 13)

4'-6"

12"

SectionPermeable Paver and Concrete Slab Detail

1" Rigid Insulation Plate; caulked and sealed

4" CIP Concrete Edging (Interior mix)

6" CIP Interior Concrete Slabwith #3 Rebar @ 12" intervals

6" Concrete edging tie

8" of Compacted AggregateCompacted Sub-Base

2" Thick Permeable, Granite Interlocking Pavers (SW)1" Sand Setting Bed10" Open Aggregate Sub-Grade (Not compacted)1" Geo-textile FabricUndisturbed sub-base14" Open Joint

10'-3"

8"6"6"6"6"6"6"6"

10"

4" Drainage Pipe, directly beneathgeo-textile fab.

6"6" 1'1'1'

1

2

0 1 4 8 12

0 1 4 8 12



Section Details of Walland Permeable Pavers

Revised by:

Checked by:

__/__/__

__/__/__

L2

Patrick Nelligan

December 6, 2012

LARCH 331

Prof. Burkholder

6"

9 Risers @ 6 inches9 Treads @ 12 inches

Railing Measurements takenfrom center of pipesRailing Height-- 2'-10"Caulk and seal at base ofRailing once setting has curred

Top Step Measures 12" x 6" x 10' (see Note 10)

1" Thick Granite Slab: Smooth Finish1" Mortar Setting Bed8" of Compacted Aggregate Sub-GradeUndisturbed Sub-Base

FRO

ST

DE

PTH

- 3'

DE

PTH

- 3'

#3 & #4 Steel REBAR pre-fab cageInsulated CIP concrete footing, 2000 PSI(see Note 9)

CIP Concrete 14 Step,provides seat for top step stone

6" Concrete Tie34 " Expansion Joint, sealed with caulking

#3 REBAR placed every 12"

SECTIONSTAIR SECTION WITH HAND RAILING

0 841

Pillars footing shared with footing of stairs

12

11

3'-1" 3'-1" 3'-1"3'-1"

2'-10"2'-10"

2'-10"

3'-0"2'-10"

6"

10'-0"1'-4"1'-4" 1'-5"1'-5"

8"8"

14'-1112 "

6" Concrete Pin ties top step to footing1'1'

14" Wash;



Section Detail of StairsRailing, Landing

Revised by:

Checked by:

__/__/__

__/__/__

L4

Patrick Nelligan

December 6, 2012

LARCH 331

Prof. Burkholder

award submissionCTCG 2016 westport, ct

03

paintings

03

Patrick F. Nelligan159 Center Street, Shelton, CT

860 307 [email protected]