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DEREK SUOMI PORTFOLIO LANDSCAPE ARCHITECTURE

Landscape Architecture Portfolio_Derek Suomi

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DE

RE

K

SUOMIPORTFOLIO

LANDSCAPEARCHITECTURE

CONTACT E: [email protected] P: 202.510.8039

ABOUT DEREK SUOMI

While serving active duty in the U.S. Coast Guard, I completed my associate of horticulture, with an emphasis in landscape design, at Tidewater Community College in Chesapeake, VA. my military and educational endeavors lead me to Temple University where I am currently in progress of obtainingMy BSLA in Landscape Architecture. Currently in my junior year of study, I am eager and excited to display my talents, skills, and passions for environmental design in the form of a summer internship.

EDUCATION

2011-2013 Associate of Applied Science (A.A.S) Horticulture, Emphasis-Landscape Design Tidewater Community College, Chesapeake, VA

2013-Present Bachelor of Science Landscape Architecture (BSLA), School of Environmental Design Temple University, Ambler, PA

PROFESSIONAL SKILLS

-Construction experience from conceptualization to completion

-Leadership and teamwork experience with strong oral, written, and interpersonal communication skills.

-Solid technical computer and free hand drawing skills

-Strong design skills from conceptualization to implementation

TECHNICAL SKILLS

-PROFICIENCY AutoCAD Sketchup Adobe Photoshop, Illustrator, InDesign Land F/X Microsoft Office Microsoft Excel

-FAMILARITY ArcGIS V-ray for Sketchup

SELECTED WORKS

EQUILIBRIUM Following is a collection of studio works completed during my studies at Temple University. Projects are shown in a chronological progression from my freshman to junior studios. The main objective for each new design project was to achieve the delicate balance of human comforts and natures necessities. Studio works showcased display a variety of projects ranging from large scale master planning to site details focusing on sustainable methods.

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04

FOUNTAIN HOUSEDoylestown, PASophomore Studio ProjectPROJECT DISCRIPTION: The scope of this project consisted of creating a master plan for the downtown area of Doylestown borough and a schematic design of a public square that will replace the Starbucks (fountain house) parking lot located at the intersection of Main and State streets, the historic center of the borough, with a new, welcoming public space that celebrates the cultural life of the community.

EXISTING CONDITIONS

PENNSYLVANIA

BUCKS COUNTY

DOYLESTOWN

SITE

SITE CONTEXT

CommercialThe North West & East quadrants of the central district area consists mainly of commercial and industrial buildings. Most pedestrian and vehicular activity is found here

Vehicular + Pedestrian TrafficHeaviest vehicular traffic was observed along Main and State streets transiting through the central district area. Medium density vehicular traffic was viewed along Oakland Ave and Hamilton Street. The majority of pedestrian foot traffic was observed along Main, State, and adjacent streets.

Primary vehicular traffic

Septa 55 bus route

Septa trainstation

Secondary vehicular traffic

Secondary vehicular traffic

ResidentialThe southern quadrant of the central district area consist mainly of residential and rental properties. Significant pedestrian traffic was observed here transiting to and from commerical areas

Public TransportationSepta public bus service is offered along Main and State streets transiting between Doylestown and city center Philadelphia, every hour. Bus use was heaviest coming from Philadelphia into Doylestown. Service to and from Philadelphia is also offered via Septa regional rail service.

Green SpaceThe central district area has limited and isolated green spaces. Green spaces are defined here as areas that lack impervious surfaces and contain some form of vegitation.

Site Focus + NodesThe central focus area lies in the north-central area of the district. It is here where most activity was observed. In the heart of the focus area, lies a Starbucks with a six car parking lot. This small and awkward parking lot causes traffic congestion and pedestrian risks and should be re-utilized. Nodes at major intersections are also indicated showing major entrances to the site focus area.

Septa 55 bus route

Septa trainstation

LAND USE DIAGRAM

N NTS N NTS N NTS

Key: Key:Key:

N NTS N NTS N NTS

06

CENTRAL PLAZA The proposed plaza would convert the small, awkward, and hazardous parking area into a functional and exciting gathering space. This area currently has the most pedestrian foot traffic density. Creation of a vibrant and useful plaza would encourage many social interactions and events, bringing the community together.

MASTER PLAN The objectives of the master plan design were to create a centralized plaza and connect public transportation and bike share systems to this plaza for ease of access. Green corridors were also introduced using tree lined streets to connect to parcels of heavily wooded areas directly outside of the borough limits. Two bike share systems were introduced, one near the Septa train station and the other near the plaza. The centralized plaza was positioned directly next to the main bus stop.

Street Trees

Movable Furnishings

Curbless Sidewalks

Bike Share System

PROPOSED ELEMENTS

1

4

3

2

Main

Str

eet

State Street

Oakland Ave.

Fountain House

4

1

3

2

2

Key:

Septa bus route

Green corridor

5 min walk perimiter

One way street conversion

Bike shares

08

SCHEMATIC DETAIL The centralized plaza is positioned in the heart of the borough and replaces the small and dangerous parking lot that was originally there. Because most of the pedestrian and vehicular traffic occurred here, it makes it an ideal location for a social plaza. Two new retail buildings were proposed to create a sense of space and entry into the plaza. The existing rear parking lot was also reconfigured to accommodate removed parking in the front of the plaza.

EXISTING SITE

Fountain House

Existing Real EstateBuilding

ProposedRetail Building

Existing BankBuilding

Existing CafeBuilding

Proposed Retail Building

CROSS SECTION

The elevated plaza creates a distinct space for social interactions and events.

SECTION ELEVATION

The below section demonstrates general use of the plaza area. Porous materials are used for the sidewalks to distribute water to the street trees.

ProposedAlley

ExistingRoad

ReconstructedSidewalk

FountainHouse

RaisedPlaza

RaisedPlaza

Existing Road

ReconstructedSidewalk

10

SOCIAL PLAZA The proposed plaza creates a multi-use space accommodating visitors in a variety of ways. Ample movable seating is offered to allow freedom of choice, an attractive fountain draws people into the space and creates soothing sounds, and retail shops along alley allow visitors shopping options.

SEASONAL USE

During the cold winter months the plaza fountain would be transformed into a public stage for various holiday and winter events.

12

TEMPLE LIBRARY PLAZAAmbler, PAJunior Studio Project

PROJECT DISCRIPTION: The project objective for Temple University library was to create an open space design for students, faculty, and visitors alike. The existing entry plaza is outdated and in fair condition. We were tasked first with inventory and analysis, developing three distinctly different concepts leading to illustrative renderings, and creating a set of construction documents for the possibility of our designs being built in the near future. Material selection and space functionality were also emphasized. One main goal was to create a design that would help draw visitors and students into the building. Often the space in front of the library is used simply as a transit path to get to other classroom buildings.

SITE CONTEXT

SITE ANALYSIS

CONCEPT DIAGRAM

KEY

KEY

5

5

3

3

6

6

2

2

1

1

4

4

Widener HallBright Hall

Library Building

West Hall

Technology Center Site Area

Student PathCafeteria Building

1/4 M

ILE10

MIN

.

Student ParkingLot

Loop Road

Meeting House Rd.

The Temple University library is located in Ambler, PA. Approximately 15 miles lies between the site and center city Philadelphia. The library building sits along the main student path, located between Widener Hall and the Technology center.

Five main elements were closely observed during the site analysis; Context, topography, hydrology, site orientation, and circulation. Concepts and design intent were derived from the gathered information.

The simple concept diagram pictured right demonstrates general spatial layout and relationships of functions and circulation. Seven main elements and features are expressed; Native garden display, rain garden, plaza space, wildflower garden, bike station, improved student path, and amphitheater seating.

WIDENERHALL

LIBRARY BUILDING FFE 353.72

LEARNINGCENTER

MORNING SUNAFTERNOON SUN

14

Native Garden DisplayRain GardenPlaza SpaceTurf Space

Existing Campus Walk

Predominant Foot Traffic

Proposed Pedestrian Walk

Secondary Foot Traffic

Proposed Stepped Seating

Vehicular Traffic

Positive viewsheds

NW Winter Winds

Existing Trees

Existing Drains

Turf SpaceTurf Space

Wildflower Garden Display

Bike Station

LIBRARY BUILDING

GATHERING PLACE The proposed design provides a practical, inviting, educational, aesthetically pleasing, and social space, and provides users a comfortable place to study, learn, relax, socialize, and educate. The site also encourages active circulation within and around the Library Building in order to increase the number of visitors. The rain garden, wildflower garden, and native woodland display create a teaching medium for environmental science and landscape architecture students.

SIMPLIFICATION The Diagram pictured right breaks down the design into its simplest elements and its infrastructure. Pictures, located top right, display site infrastructure locations, inspirations, and site elements.

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16

LOW VEGETATION

These site areas consist of a rain garden, a wildflower garden, and a native wood-land garden which serves functional as well as an educational display and tool for students and visitors.

Elements

Site elements include; a food kiosk, digital informa-tion sign, movie screen, stone amphitheater seating, bike station, educational sign-age, lighted bollards, a sculpture and movable seating, to create an active space.

PROPOSED TREES

Deciduous trees add various areas of dappled shade and an overhead plane which help create a sense of space.

AXONOMETRIC DIAGRAM

SITE ELEMENTS

SITE INFRASTRUCTURE

SECTION ELEVATION Above sections display the spatial layout of the design, site features and elements, and site uses. Native species of trees, shrubs, and ground covers were used throughout the site to aid in the studies of environmental science and landscape architecture.

Scale: NTS

Scale: NTS

A FRESH PERSPECTIVE The below perspective represents the numerous uses for the site, plausible activities, and site elements and features from a human perspective.

18

MATERIALS PLAN Plan shows proposed materials, there design usage, and material design details such as jointing and fitting.

Material Hatch and Line Type Key Notation Key

1.01

1.02

1.03

1.04

1.05

1.06

1.07

1.08

1.09

1.10

1.11

Rain Garden

Granite stone inlay

Native wildflower garden

Wall expansion joint placedevery 10'-0" along conc.seating wall unlessotherwise noted.

6" stainless steel trenchdrain

Native woodland garden

Pavement expansion jointplace every 24'-0" onsidewalks unless otherwise noted

Brass sculpture platform

Wooden kiosk platform

Concrete digital sign base

6" steel framed, glassoverhang

1.12 Bouteloua gracilis seed mix

Bouteloua gracilis seedplanting (5,090 sqft)

Granite inlays (65 sqft)

Wooden kiosk platform (37sqft)

Brass sculpture platform (20sqft)

Rain Garden (see note 14) (23sq ft)

Concrete paving and seating(3,204 sqft) See general note 2for mixture specifications

8" x 8" concrete pavers (3,818sqft) See general note 9 forspecifications.

SCALE: 18" =1'-0"

L3.0MATERIALS PLAN

NOVEMBER 16, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

General Notes1) All joints not marked are control joints

L.O.W.

2) Cement mixture shall be 10% fly ash and 50% slag and 40% Portland cement. Aggregate base

3) Re-use existing concrete forms where feasible

4) Contractor must notify PA one call system (811) at least three days beforeconstruction

5)Contractor to field verify all existing utilities on site before construction

6) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire construction process

shall be reclaimed crushed concrete

7) Tree protection fence must remain around all exiting trees duringconstruction

8) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

9) Concrete pavers aggregate base shall consist of 80% slag

10) Granite inlays shall be reclaimed from previous site

Limit of work

11) Low heat, 56 day cured (Type 2) concrete shall be used for allstructures

1.13 Stainless steel (309), VapSlim 90, light bollard.Model # SLL502191

1.14 1'-0" D conc. pavers (seenote 10)

12) Conc. pavers shall be made from excess walk concrete andplacement Shall be field verified by the landscape architect.

Native wildflower garden (805sqft) (see note 13)

Native woodland garden (901sqft) (see note 13)

13) Wildflower soil mixture and native woodland garden soil mixtureshall be 17% clay, 37% sand, 37% silt, and 9% organic matter

14) Rain garden soil mixture shall be 18% clay, 18% silt, 58% clay, and6% organic matter

1.15 Dero S.S. HD hoop bikerack (12 pieces)

Material Hatch and Line Type Key Notation Key

1.01

1.02

1.03

1.04

1.05

1.06

1.07

1.08

1.09

1.10

1.11

Rain Garden

Granite stone inlay

Native wildflower garden

Wall expansion joint placedevery 10'-0" along conc.seating wall unlessotherwise noted.

6" stainless steel trenchdrain

Native woodland garden

Pavement expansion jointplace every 24'-0" onsidewalks unless otherwise noted

Brass sculpture platform

Wooden kiosk platform

Concrete digital sign base

6" steel framed, glassoverhang

1.12 Bouteloua gracilis seed mix

Bouteloua gracilis seedplanting (5,090 sqft)

Granite inlays (65 sqft)

Wooden kiosk platform (37sqft)

Brass sculpture platform (20sqft)

Rain Garden (see note 14) (23sq ft)

Concrete paving and seating(3,204 sqft) See general note 2for mixture specifications

8" x 8" concrete pavers (3,818sqft) See general note 9 forspecifications.

SCALE: 18" =1'-0"

L3.0MATERIALS PLAN

NOVEMBER 16, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

General Notes1) All joints not marked are control joints

L.O.W.

2) Cement mixture shall be 10% fly ash and 50% slag and 40% Portland cement. Aggregate base

3) Re-use existing concrete forms where feasible

4) Contractor must notify PA one call system (811) at least three days beforeconstruction

5)Contractor to field verify all existing utilities on site before construction

6) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire construction process

shall be reclaimed crushed concrete

7) Tree protection fence must remain around all exiting trees duringconstruction

8) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

9) Concrete pavers aggregate base shall consist of 80% slag

10) Granite inlays shall be reclaimed from previous site

Limit of work

11) Low heat, 56 day cured (Type 2) concrete shall be used for allstructures

1.13 Stainless steel (309), VapSlim 90, light bollard.Model # SLL502191

1.14 1'-0" D conc. pavers (seenote 10)

12) Conc. pavers shall be made from excess walk concrete andplacement Shall be field verified by the landscape architect.

Native wildflower garden (805sqft) (see note 13)

Native woodland garden (901sqft) (see note 13)

13) Wildflower soil mixture and native woodland garden soil mixtureshall be 17% clay, 37% sand, 37% silt, and 9% organic matter

14) Rain garden soil mixture shall be 18% clay, 18% silt, 58% clay, and6% organic matter

1.15 Dero S.S. HD hoop bikerack (12 pieces)

Material Hatch and Line Type Key Notation Key

1.01

1.02

1.03

1.04

1.05

1.06

1.07

1.08

1.09

1.10

1.11

Rain Garden

Granite stone inlay

Native wildflower garden

Wall expansion joint placedevery 10'-0" along conc.seating wall unlessotherwise noted.

6" stainless steel trenchdrain

Native woodland garden

Pavement expansion jointplace every 24'-0" onsidewalks unless otherwise noted

Brass sculpture platform

Wooden kiosk platform

Concrete digital sign base

6" steel framed, glassoverhang

1.12 Bouteloua gracilis seed mix

Bouteloua gracilis seedplanting (5,090 sqft)

Granite inlays (65 sqft)

Wooden kiosk platform (37sqft)

Brass sculpture platform (20sqft)

Rain Garden (see note 14) (23sq ft)

Concrete paving and seating(3,204 sqft) See general note 2for mixture specifications

8" x 8" concrete pavers (3,818sqft) See general note 9 forspecifications.

SCALE: 18" =1'-0"

L3.0MATERIALS PLAN

NOVEMBER 16, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

General Notes1) All joints not marked are control joints

L.O.W.

2) Cement mixture shall be 10% fly ash and 50% slag and 40% Portland cement. Aggregate base

3) Re-use existing concrete forms where feasible

4) Contractor must notify PA one call system (811) at least three days beforeconstruction

5)Contractor to field verify all existing utilities on site before construction

6) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire construction process

shall be reclaimed crushed concrete

7) Tree protection fence must remain around all exiting trees duringconstruction

8) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

9) Concrete pavers aggregate base shall consist of 80% slag

10) Granite inlays shall be reclaimed from previous site

Limit of work

11) Low heat, 56 day cured (Type 2) concrete shall be used for allstructures

1.13 Stainless steel (309), VapSlim 90, light bollard.Model # SLL502191

1.14 1'-0" D conc. pavers (seenote 10)

12) Conc. pavers shall be made from excess walk concrete andplacement Shall be field verified by the landscape architect.

Native wildflower garden (805sqft) (see note 13)

Native woodland garden (901sqft) (see note 13)

13) Wildflower soil mixture and native woodland garden soil mixtureshall be 17% clay, 37% sand, 37% silt, and 9% organic matter

14) Rain garden soil mixture shall be 18% clay, 18% silt, 58% clay, and6% organic matter

1.15 Dero S.S. HD hoop bikerack (12 pieces)

Material Hatch and Line Type Key Notation Key

1.01

1.02

1.03

1.04

1.05

1.06

1.07

1.08

1.09

1.10

1.11

Rain Garden

Granite stone inlay

Native wildflower garden

Wall expansion joint placedevery 10'-0" along conc.seating wall unlessotherwise noted.

6" stainless steel trenchdrain

Native woodland garden

Pavement expansion jointplace every 24'-0" onsidewalks unless otherwise noted

Brass sculpture platform

Wooden kiosk platform

Concrete digital sign base

6" steel framed, glassoverhang

1.12 Bouteloua gracilis seed mix

Bouteloua gracilis seedplanting (5,090 sqft)

Granite inlays (65 sqft)

Wooden kiosk platform (37sqft)

Brass sculpture platform (20sqft)

Rain Garden (see note 14) (23sq ft)

Concrete paving and seating(3,204 sqft) See general note 2for mixture specifications

8" x 8" concrete pavers (3,818sqft) See general note 9 forspecifications.

SCALE: 18" =1'-0"

L3.0MATERIALS PLAN

NOVEMBER 16, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

General Notes1) All joints not marked are control joints

L.O.W.

2) Cement mixture shall be 10% fly ash and 50% slag and 40% Portland cement. Aggregate base

3) Re-use existing concrete forms where feasible

4) Contractor must notify PA one call system (811) at least three days beforeconstruction

5)Contractor to field verify all existing utilities on site before construction

6) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire construction process

shall be reclaimed crushed concrete

7) Tree protection fence must remain around all exiting trees duringconstruction

8) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

9) Concrete pavers aggregate base shall consist of 80% slag

10) Granite inlays shall be reclaimed from previous site

Limit of work

11) Low heat, 56 day cured (Type 2) concrete shall be used for allstructures

1.13 Stainless steel (309), VapSlim 90, light bollard.Model # SLL502191

1.14 1'-0" D conc. pavers (seenote 10)

12) Conc. pavers shall be made from excess walk concrete andplacement Shall be field verified by the landscape architect.

Native wildflower garden (805sqft) (see note 13)

Native woodland garden (901sqft) (see note 13)

13) Wildflower soil mixture and native woodland garden soil mixtureshall be 17% clay, 37% sand, 37% silt, and 9% organic matter

14) Rain garden soil mixture shall be 18% clay, 18% silt, 58% clay, and6% organic matter

1.15 Dero S.S. HD hoop bikerack (12 pieces)

Scale: NTS

20

LAYOUT PLAN Plan shows proposed design and method of layout of elements and infrastructure.

9"Pine

10"Pine

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple8.5"

RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

PC

PRC

POB A

TYP

PC

PRC

25'-0"FOB

CLOFPATH

72'-5"

FOB

A1

A3

31'-1"

POB B

A2

END

PRC

7'-3

"

44'-6

"

136'-8"

FOB

PT

86'-3"

PC A8

11'-5"

29'-7

"

5'-4"

3'-7

"

3'-6"10'-9"

4'-3"

5'-9"

2'-8

"

4'-0

"4'

-0"

TYP

19'-7

"

37'-2

"

FOB

45'-8"

30'-4

"

8'-4"

4'-0"4'-0"

TYPTYP

3'-0" RTYP

ALI

GN

W/

PO

B B

A4

PRC

A5

A6

A7

PRC

A9

13'-1

0"

FOB

20'-5

"

35'-8"

12'-7"

FOB

22'-1

1"

4'-9

"8"5'

-10"

10'-0"

22'-0"

12'-0

"

19'-0"

13'-5

"6"

2'-4"

14'-0" R

CL

END.MEET EX.PATH

4'-0"

4'-0"

TYPTYP

LIBRARY BUILDING

4'-5"20'-0"

FOB

TYP

16'-5" 20'-0"TYP

EQEQEQ

PEDESTRIANPATH

EX. COLLEGE DRIVE

2'-0" RTYP

PLAZA

3 TIER STONEAMPHITHEATERSEATING

CURVE DATA

CURVE # I T L C RA1

A2

A3

A4

A5

A6

A7

A8

A9

LB LIGHT BOLLARD

EMH EXISTING DRAIN

ELP EXISTING LIGHT POLE

POB POINT OF BEGINNING

PT POINT OF TANGENCY

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PRC POINT OF REVERSE CURVATURE

FOB FACE OF BUILDING

CL CENTER LINE

TYP TYPICAL

FFE FINISHED FLOOR ELEVATION

LAYOUT KEY

LAWN

PEDESTRIAN

PATH

LAWN

NATIVE GARDENBEDGLASS

OVERHANG

FOODKIOSK

WILDFLOWERGARDEN

RAINGARDEN

SCALE: 18" =1'-0"

L2.0LAYOUT PLAN

NOVEMBER 4, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

EXISTINGDRAIN

1'-0

"TY

PPROPOSEDLIGHTBOLLARD

STEPPINGSTONES

END @INTERSECTIONOF B ARCS

1'-7"

PROP.STATUE

FOB

PROPOSEDSIGN

PROPOSEDSLOTDRAIN

PROPOSEDTHEARTERSCREEN

TO LEARNING

CENTER

56.20° 35'-2" 64'-7" 62'-0" 66'-0"

109.° 52'-8" 71'-11" 61'-2" 37'-0"

42.02° 14'-5" 27'-7" 26'-2" 36'-6"

46.63° 4'-11" 7'-10" 7'-7" 9'-0"

151.68° 71'-0" 48'-2" 34'-10" 17'-0"

47.92° 8'-3" 15'-7" 15'-0" 18'-0"

120.11° 64'-3" 79'-11" 64'-4" 37'-0"

27'-5" 27'-3" 64'-6"

24'-2" 21'-7" 15'-6"

22.86° 14'-11"

80.00° 15'-8"

0 4 8 16

9"Pine

10"Pine

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple8.5"

RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

PC

PRC

POB A

TYP

PC

PRC

25'-0"FOB

CLOFPATH

72'-5"

FOB

A1

A3

31'-1"

POB B

A2

END

PRC

7'-3

"

44'-6

"

136'-8"

FOB

PT

86'-3"

PC A8

11'-5"

29'-7

"

5'-4"

3'-7

"

3'-6"10'-9"

4'-3"

5'-9"

2'-8

"

4'-0

"4'

-0"

TYP

19'-7

"

37'-2

"

FOB

45'-8"

30'-4

"

8'-4"

4'-0"4'-0"

TYPTYP

3'-0" RTYP

ALI

GN

W/

PO

B B

A4

PRC

A5

A6

A7

PRC

A9

13'-1

0"

FOB

20'-5

"

35'-8"

12'-7"

FOB

22'-1

1"

4'-9

"8"5'

-10"

10'-0"

22'-0"

12'-0

"

19'-0"

13'-5

"6"

2'-4"

14'-0" R

CL

END.MEET EX.PATH

4'-0"

4'-0"

TYPTYP

LIBRARY BUILDING

4'-5"20'-0"

FOB

TYP

16'-5" 20'-0"TYP

EQEQEQ

PEDESTRIANPATH

EX. COLLEGE DRIVE

2'-0" RTYP

PLAZA

3 TIER STONEAMPHITHEATERSEATING

CURVE DATA

CURVE # I T L C RA1

A2

A3

A4

A5

A6

A7

A8

A9

LB LIGHT BOLLARD

EMH EXISTING DRAIN

ELP EXISTING LIGHT POLE

POB POINT OF BEGINNING

PT POINT OF TANGENCY

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PRC POINT OF REVERSE CURVATURE

FOB FACE OF BUILDING

CL CENTER LINE

TYP TYPICAL

FFE FINISHED FLOOR ELEVATION

LAYOUT KEY

LAWN

PEDESTRIAN

PATH

LAWN

NATIVE GARDENBEDGLASS

OVERHANG

FOODKIOSK

WILDFLOWERGARDEN

RAINGARDEN

SCALE: 18" =1'-0"

L2.0LAYOUT PLAN

NOVEMBER 4, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

EXISTINGDRAIN

1'-0

"TY

PPROPOSEDLIGHTBOLLARD

STEPPINGSTONES

END @INTERSECTIONOF B ARCS

1'-7"

PROP.STATUE

FOB

PROPOSEDSIGN

PROPOSEDSLOTDRAIN

PROPOSEDTHEARTERSCREEN

TO LEARNING

CENTER

56.20° 35'-2" 64'-7" 62'-0" 66'-0"

109.° 52'-8" 71'-11" 61'-2" 37'-0"

42.02° 14'-5" 27'-7" 26'-2" 36'-6"

46.63° 4'-11" 7'-10" 7'-7" 9'-0"

151.68° 71'-0" 48'-2" 34'-10" 17'-0"

47.92° 8'-3" 15'-7" 15'-0" 18'-0"

120.11° 64'-3" 79'-11" 64'-4" 37'-0"

27'-5" 27'-3" 64'-6"

24'-2" 21'-7" 15'-6"

22.86° 14'-11"

80.00° 15'-8"

0 4 8 16

9"Pine

10"Pine

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple8.5"

RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

PC

PRC

POB A

TYP

PC

PRC

25'-0"FOB

CLOFPATH

72'-5"

FOB

A1

A3

31'-1"

POB B

A2

END

PRC

7'-3

"

44'-6

"

136'-8"

FOB

PT

86'-3"

PC A8

11'-5"

29'-7

"

5'-4"

3'-7

"

3'-6"10'-9"

4'-3"

5'-9"

2'-8

"

4'-0

"4'

-0"

TYP

19'-7

"

37'-2

"

FOB

45'-8"

30'-4

"

8'-4"

4'-0"4'-0"

TYPTYP

3'-0" RTYP

ALI

GN

W/

PO

B B

A4

PRC

A5

A6

A7

PRC

A9

13'-1

0"

FOB

20'-5

"

35'-8"

12'-7"

FOB

22'-1

1"

4'-9

"8"5'

-10"

10'-0"

22'-0"

12'-0

"

19'-0"

13'-5

"6"

2'-4"

14'-0" R

CL

END.MEET EX.PATH

4'-0"

4'-0"

TYPTYP

LIBRARY BUILDING

4'-5"20'-0"

FOB

TYP

16'-5" 20'-0"TYP

EQEQEQ

PEDESTRIANPATH

EX. COLLEGE DRIVE

2'-0" RTYP

PLAZA

3 TIER STONEAMPHITHEATERSEATING

CURVE DATA

CURVE # I T L C RA1

A2

A3

A4

A5

A6

A7

A8

A9

LB LIGHT BOLLARD

EMH EXISTING DRAIN

ELP EXISTING LIGHT POLE

POB POINT OF BEGINNING

PT POINT OF TANGENCY

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PRC POINT OF REVERSE CURVATURE

FOB FACE OF BUILDING

CL CENTER LINE

TYP TYPICAL

FFE FINISHED FLOOR ELEVATION

LAYOUT KEY

LAWN

PEDESTRIAN

PATH

LAWN

NATIVE GARDENBEDGLASS

OVERHANG

FOODKIOSK

WILDFLOWERGARDEN

RAINGARDEN

SCALE: 18" =1'-0"

L2.0LAYOUT PLAN

NOVEMBER 4, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

EXISTINGDRAIN

1'-0

"TY

PPROPOSEDLIGHTBOLLARD

STEPPINGSTONES

END @INTERSECTIONOF B ARCS

1'-7"

PROP.STATUE

FOB

PROPOSEDSIGN

PROPOSEDSLOTDRAIN

PROPOSEDTHEARTERSCREEN

TO LEARNING

CENTER

56.20° 35'-2" 64'-7" 62'-0" 66'-0"

109.° 52'-8" 71'-11" 61'-2" 37'-0"

42.02° 14'-5" 27'-7" 26'-2" 36'-6"

46.63° 4'-11" 7'-10" 7'-7" 9'-0"

151.68° 71'-0" 48'-2" 34'-10" 17'-0"

47.92° 8'-3" 15'-7" 15'-0" 18'-0"

120.11° 64'-3" 79'-11" 64'-4" 37'-0"

27'-5" 27'-3" 64'-6"

24'-2" 21'-7" 15'-6"

22.86° 14'-11"

80.00° 15'-8"

0 4 8 16

9"Pine

10"Pine

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple8.5"

RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

PC

PRC

POB A

TYP

PC

PRC

25'-0"FOB

CLOFPATH

72'-5"

FOB

A1

A3

31'-1"

POB B

A2

END

PRC

7'-3

"

44'-6

"

136'-8"

FOB

PT

86'-3"

PC A8

11'-5"

29'-7

"

5'-4"

3'-7

"

3'-6"10'-9"

4'-3"

5'-9"

2'-8

"

4'-0

"4'

-0"

TYP

19'-7

"

37'-2

"

FOB

45'-8"

30'-4

"

8'-4"

4'-0"4'-0"

TYPTYP

3'-0" RTYP

ALI

GN

W/

PO

B B

A4

PRC

A5

A6

A7

PRC

A9

13'-1

0"

FOB

20'-5

"

35'-8"

12'-7"

FOB

22'-1

1"

4'-9

"8"5'

-10"

10'-0"

22'-0"

12'-0

"

19'-0"

13'-5

"6"

2'-4"

14'-0" R

CL

END.MEET EX.PATH

4'-0"

4'-0"

TYPTYP

LIBRARY BUILDING

4'-5"20'-0"

FOB

TYP

16'-5" 20'-0"TYP

EQEQEQ

PEDESTRIANPATH

EX. COLLEGE DRIVE

2'-0" RTYP

PLAZA

3 TIER STONEAMPHITHEATERSEATING

CURVE DATA

CURVE # I T L C RA1

A2

A3

A4

A5

A6

A7

A8

A9

LB LIGHT BOLLARD

EMH EXISTING DRAIN

ELP EXISTING LIGHT POLE

POB POINT OF BEGINNING

PT POINT OF TANGENCY

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PRC POINT OF REVERSE CURVATURE

FOB FACE OF BUILDING

CL CENTER LINE

TYP TYPICAL

FFE FINISHED FLOOR ELEVATION

LAYOUT KEY

LAWN

PEDESTRIAN

PATH

LAWN

NATIVE GARDENBEDGLASS

OVERHANG

FOODKIOSK

WILDFLOWERGARDEN

RAINGARDEN

SCALE: 18" =1'-0"

L2.0LAYOUT PLAN

NOVEMBER 4, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

EXISTINGDRAIN

1'-0

"TY

PPROPOSEDLIGHTBOLLARD

STEPPINGSTONES

END @INTERSECTIONOF B ARCS

1'-7"

PROP.STATUE

FOB

PROPOSEDSIGN

PROPOSEDSLOTDRAIN

PROPOSEDTHEARTERSCREEN

TO LEARNING

CENTER

56.20° 35'-2" 64'-7" 62'-0" 66'-0"

109.° 52'-8" 71'-11" 61'-2" 37'-0"

42.02° 14'-5" 27'-7" 26'-2" 36'-6"

46.63° 4'-11" 7'-10" 7'-7" 9'-0"

151.68° 71'-0" 48'-2" 34'-10" 17'-0"

47.92° 8'-3" 15'-7" 15'-0" 18'-0"

120.11° 64'-3" 79'-11" 64'-4" 37'-0"

27'-5" 27'-3" 64'-6"

24'-2" 21'-7" 15'-6"

22.86° 14'-11"

80.00° 15'-8"

0 4 8 16

9"Pine

10"Pine

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple8.5"

RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

PC

PRC

POB A

TYP

PC

PRC

25'-0"FOB

CLOFPATH

72'-5"

FOB

A1

A3

31'-1"

POB B

A2

END

PRC

7'-3

"

44'-6

"

136'-8"

FOB

PT

86'-3"

PC A8

11'-5"

29'-7

"

5'-4"

3'-7

"

3'-6"10'-9"

4'-3"

5'-9"

2'-8

"

4'-0

"4'

-0"

TYP

19'-7

"

37'-2

"

FOB

45'-8"

30'-4

"

8'-4"

4'-0"4'-0"

TYPTYP

3'-0" RTYP

ALI

GN

W/

PO

B B

A4

PRC

A5

A6

A7

PRC

A9

13'-1

0"

FOB

20'-5

"

35'-8"

12'-7"

FOB

22'-1

1"

4'-9

"8"5'

-10"

10'-0"

22'-0"

12'-0

"

19'-0"

13'-5

"6"

2'-4"

14'-0" R

CL

END.MEET EX.PATH

4'-0"

4'-0"

TYPTYP

LIBRARY BUILDING

4'-5"20'-0"

FOB

TYP

16'-5" 20'-0"TYP

EQEQEQ

PEDESTRIANPATH

EX. COLLEGE DRIVE

2'-0" RTYP

PLAZA

3 TIER STONEAMPHITHEATERSEATING

CURVE DATA

CURVE # I T L C RA1

A2

A3

A4

A5

A6

A7

A8

A9

LB LIGHT BOLLARD

EMH EXISTING DRAIN

ELP EXISTING LIGHT POLE

POB POINT OF BEGINNING

PT POINT OF TANGENCY

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PRC POINT OF REVERSE CURVATURE

FOB FACE OF BUILDING

CL CENTER LINE

TYP TYPICAL

FFE FINISHED FLOOR ELEVATION

LAYOUT KEY

LAWN

PEDESTRIAN

PATH

LAWN

NATIVE GARDENBEDGLASS

OVERHANG

FOODKIOSK

WILDFLOWERGARDEN

RAINGARDEN

SCALE: 18" =1'-0"

L2.0LAYOUT PLAN

NOVEMBER 4, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

EXISTINGDRAIN

1'-0

"TY

PPROPOSEDLIGHTBOLLARD

STEPPINGSTONES

END @INTERSECTIONOF B ARCS

1'-7"

PROP.STATUE

FOB

PROPOSEDSIGN

PROPOSEDSLOTDRAIN

PROPOSEDTHEARTERSCREEN

TO LEARNING

CENTER

56.20° 35'-2" 64'-7" 62'-0" 66'-0"

109.° 52'-8" 71'-11" 61'-2" 37'-0"

42.02° 14'-5" 27'-7" 26'-2" 36'-6"

46.63° 4'-11" 7'-10" 7'-7" 9'-0"

151.68° 71'-0" 48'-2" 34'-10" 17'-0"

47.92° 8'-3" 15'-7" 15'-0" 18'-0"

120.11° 64'-3" 79'-11" 64'-4" 37'-0"

27'-5" 27'-3" 64'-6"

24'-2" 21'-7" 15'-6"

22.86° 14'-11"

80.00° 15'-8"

0 4 8 16

Scale: NTS

22

RIM E

L.352

.60

RIM EL.353.10

X (353.88)

X (352.55)

MEET EX. GRADE

X (352.46)

X (352.50)

X (352.82)

X (353.26)

X (353.40)

X (353.36)

X (353.50)

X (353.38)

X (353.34)

X (352.92)

X (352.44)

X (353.24)

X (354.12)

X (353.24)

X (LP 352.90)

X (353.36)

X (353.74)

X (353.28)

X (353.12)

X (354.32)

X (353.98)

X (353.78)

X (353.72)

X (353.90)

X (354.30)

X (354.12)

X (353.82)

X (353.74)

X (354.18)

X (354.38)

X (HP 356.25)

X (355.34)

X (355.08)

X (354.78)

X (354.78)

X (354.84)

X (355.74)

X (355.74)

X (353.64)

9"Pine

Locust

10"Pine

Gum

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple

8.5"RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

354

(354)

355

355

355

356

353

352

353FFE 353.72

FFE 353.72

FFE 353.72

ADRIM EL 353.0

X HP 355.10

X (352.71)

MEET EX. GRADE

2% S

LOP

E

2.04%

2.04%

1.93%

2% S

LOPE

X HP 355.10

X (353.16)X (353.72)

MEET EX . GRADE

MEET EX . GRADE

2% SLO

PEX 354..42

1.67

%

3.60%

TW 356.83BW 353.66

2.0%

X 353.58

1.07

%

1.25

%

TW 355.50BW 353.58

TW 356.83BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.70

TW 355.50BW 353.80

GRADING KEY

TW TOP OF WALL

BW BOTTOM OF WALL

TTD 353.55BTD 349.55TTD 353.55

BTD 348.68

TTD

BTD

354

TW 358.16BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.66

TW 358.16BW 353.66

SCALE: 18" =1'-0"

L3.0GRADING PLAN

DECEMBER 2, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

RAINGARDEN

TO LEARNING CENTER

TO WIDENERHALL

LOW

LOW

TOP OF TRENCHDRAIN

BOTTOM OFTRENCH DRAIN

LIMIT OF WORK

PROPOSED AREADRAIN

EXISTING AREADRAIN

EXISTING LIGHTPOLE

PROPOSED LIGHTBOLLARD

BOUTELOUA GRACILISMEADOW

NATIVEWILDFLOWERGARDEN

WOODENKIOSKPLATFORM

DIGITAL SIGNBASE

BRASS SCULPTUREPLATFORM

GLASS OVERHANG

CONCRETE PAVERPLAZA

RETRACTABLEMOVIE SCREEN

3 TIER AMPHITHEATERSEATING

NATIVE WOODLANDGARDEN

X (000.00) EXISTING SPOTGRADE

X 000.00 PROPOSED SPOTGRADE

LOW

LOW

LOW LOW

LIBRARY BUILDING

EXISTINGDRAINEXISTING

DRAIN

EXISTINGDRAIN

355

354

12" RCP @ 1.0%

6" RCP @1.0%

3:1 3:

1

(353)

X 353.86

X 353.86

X 353.86

X 353.62

X 353.62

X 353.62

X 353.62

X 354.18

FFE354.22

TW 355.50 BW 353.39

TO BRIGHT

HALL

(355)

352 352

353

6" RCP @ 1.0%

ADRIM EL 352.80

6" RCP @1.0%

6" R

CP@

1.0%

AD RIM EL.351.80

RIM EL.351.80AD

CONCRETE PAVERPLAZA

(353) EXISTINGCONTOUR

353 PROPOSEDCONTOUR

2% SLOPE PERCENTAGE& DIRECTION

GRADING NOTES

1) Meet elevations of existing surfaces flush

2) Contractor must notify PA one call system (811) at least three days beforeconstruction

3)Contractor to field verify all existing utilities on site before construction

4) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire re-grading process

5) Tree protection fence must remain around all exiting trees duringre-grading

5) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

6) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

7) Contractor shall obtain all necessary permits and notify the city ofAmbler Water Department and all other utility companies a minimumof 48 hours prior to the start of construction

8) Soil compaction shall be be no greater than 60% for allsite areas

9) Soil density shall be field verified via a gamma probeduring and after re-grading

10) Slopes on site shall not exceed a ratio of 3:1

11) Slope grades are to direct water away from buildings,across pavement surfaces, and towards drainage devices,except where indicated otherwise

PATHBRIDGE POINT

PATH BRIDGEPOINT

PATH BRIDGEDESIGNATION

RCP REINFORCEDCONCRETE PIPE

(354)

352

353 TW 355.50 BW 353.78

COLLEGE WALK

GRADING PLAN Plan shows proposed contours and how grading will influence design, provide positive drainage, and direct water into the proposed rain garden.

RIM E

L.352

.60

RIM EL.353.10

X (353.88)

X (352.55)

MEET EX. GRADE

X (352.46)

X (352.50)

X (352.82)

X (353.26)

X (353.40)

X (353.36)

X (353.50)

X (353.38)

X (353.34)

X (352.92)

X (352.44)

X (353.24)

X (354.12)

X (353.24)

X (LP 352.90)

X (353.36)

X (353.74)

X (353.28)

X (353.12)

X (354.32)

X (353.98)

X (353.78)

X (353.72)

X (353.90)

X (354.30)

X (354.12)

X (353.82)

X (353.74)

X (354.18)

X (354.38)

X (HP 356.25)

X (355.34)

X (355.08)

X (354.78)

X (354.78)

X (354.84)

X (355.74)

X (355.74)

X (353.64)

9"Pine

Locust

10"Pine

Gum

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple

8.5"RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

354

(354)

355

355

355

356

353

352

353FFE 353.72

FFE 353.72

FFE 353.72

ADRIM EL 353.0

X HP 355.10

X (352.71)

MEET EX. GRADE

2% S

LOP

E

2.04%

2.04%

1.93%

2% S

LOPE

X HP 355.10

X (353.16)X (353.72)

MEET EX . GRADE

MEET EX . GRADE

2% SLO

PEX 354..42

1.67

%

3.60%

TW 356.83BW 353.66

2.0%

X 353.58

1.07

%

1.25

%

TW 355.50BW 353.58

TW 356.83BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.70

TW 355.50BW 353.80

GRADING KEY

TW TOP OF WALL

BW BOTTOM OF WALL

TTD 353.55BTD 349.55TTD 353.55

BTD 348.68

TTD

BTD

354

TW 358.16BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.66

TW 358.16BW 353.66

SCALE: 18" =1'-0"

L3.0GRADING PLAN

DECEMBER 2, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

RAINGARDEN

TO LEARNING CENTER

TO WIDENERHALL

LOW

LOW

TOP OF TRENCHDRAIN

BOTTOM OFTRENCH DRAIN

LIMIT OF WORK

PROPOSED AREADRAIN

EXISTING AREADRAIN

EXISTING LIGHTPOLE

PROPOSED LIGHTBOLLARD

BOUTELOUA GRACILISMEADOW

NATIVEWILDFLOWERGARDEN

WOODENKIOSKPLATFORM

DIGITAL SIGNBASE

BRASS SCULPTUREPLATFORM

GLASS OVERHANG

CONCRETE PAVERPLAZA

RETRACTABLEMOVIE SCREEN

3 TIER AMPHITHEATERSEATING

NATIVE WOODLANDGARDEN

X (000.00) EXISTING SPOTGRADE

X 000.00 PROPOSED SPOTGRADE

LOW

LOW

LOW LOW

LIBRARY BUILDING

EXISTINGDRAINEXISTING

DRAIN

EXISTINGDRAIN

355

354

12" RCP @ 1.0%

6" RCP @1.0%

3:1 3:

1

(353)

X 353.86

X 353.86

X 353.86

X 353.62

X 353.62

X 353.62

X 353.62

X 354.18

FFE354.22

TW 355.50 BW 353.39

TO BRIGHT

HALL

(355)

352 352

353

6" RCP @ 1.0%

ADRIM EL 352.80

6" RCP @1.0%

6" R

CP@

1.0%

AD RIM EL.351.80

RIM EL.351.80AD

CONCRETE PAVERPLAZA

(353) EXISTINGCONTOUR

353 PROPOSEDCONTOUR

2% SLOPE PERCENTAGE& DIRECTION

GRADING NOTES

1) Meet elevations of existing surfaces flush

2) Contractor must notify PA one call system (811) at least three days beforeconstruction

3)Contractor to field verify all existing utilities on site before construction

4) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire re-grading process

5) Tree protection fence must remain around all exiting trees duringre-grading

5) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

6) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

7) Contractor shall obtain all necessary permits and notify the city ofAmbler Water Department and all other utility companies a minimumof 48 hours prior to the start of construction

8) Soil compaction shall be be no greater than 60% for allsite areas

9) Soil density shall be field verified via a gamma probeduring and after re-grading

10) Slopes on site shall not exceed a ratio of 3:1

11) Slope grades are to direct water away from buildings,across pavement surfaces, and towards drainage devices,except where indicated otherwise

PATHBRIDGE POINT

PATH BRIDGEPOINT

PATH BRIDGEDESIGNATION

RCP REINFORCEDCONCRETE PIPE

(354)

352

353 TW 355.50 BW 353.78

COLLEGE WALK

RIM E

L.352

.60

RIM EL.353.10

X (353.88)

X (352.55)

MEET EX. GRADE

X (352.46)

X (352.50)

X (352.82)

X (353.26)

X (353.40)

X (353.36)

X (353.50)

X (353.38)

X (353.34)

X (352.92)

X (352.44)

X (353.24)

X (354.12)

X (353.24)

X (LP 352.90)

X (353.36)

X (353.74)

X (353.28)

X (353.12)

X (354.32)

X (353.98)

X (353.78)

X (353.72)

X (353.90)

X (354.30)

X (354.12)

X (353.82)

X (353.74)

X (354.18)

X (354.38)

X (HP 356.25)

X (355.34)

X (355.08)

X (354.78)

X (354.78)

X (354.84)

X (355.74)

X (355.74)

X (353.64)

9"Pine

Locust

10"Pine

Gum

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple

8.5"RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

354

(354)

355

355

355

356

353

352

353FFE 353.72

FFE 353.72

FFE 353.72

ADRIM EL 353.0

X HP 355.10

X (352.71)

MEET EX. GRADE

2% S

LOP

E

2.04%

2.04%

1.93%

2% S

LOPE

X HP 355.10

X (353.16)X (353.72)

MEET EX . GRADE

MEET EX . GRADE

2% SLO

PEX 354..42

1.67

%

3.60%

TW 356.83BW 353.66

2.0%

X 353.58

1.07

%

1.25

%

TW 355.50BW 353.58

TW 356.83BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.70

TW 355.50BW 353.80

GRADING KEY

TW TOP OF WALL

BW BOTTOM OF WALL

TTD 353.55BTD 349.55TTD 353.55

BTD 348.68

TTD

BTD

354

TW 358.16BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.66

TW 358.16BW 353.66

SCALE: 18" =1'-0"

L3.0GRADING PLAN

DECEMBER 2, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

RAINGARDEN

TO LEARNING CENTER

TO WIDENERHALL

LOW

LOW

TOP OF TRENCHDRAIN

BOTTOM OFTRENCH DRAIN

LIMIT OF WORK

PROPOSED AREADRAIN

EXISTING AREADRAIN

EXISTING LIGHTPOLE

PROPOSED LIGHTBOLLARD

BOUTELOUA GRACILISMEADOW

NATIVEWILDFLOWERGARDEN

WOODENKIOSKPLATFORM

DIGITAL SIGNBASE

BRASS SCULPTUREPLATFORM

GLASS OVERHANG

CONCRETE PAVERPLAZA

RETRACTABLEMOVIE SCREEN

3 TIER AMPHITHEATERSEATING

NATIVE WOODLANDGARDEN

X (000.00) EXISTING SPOTGRADE

X 000.00 PROPOSED SPOTGRADE

LOW

LOW

LOW LOW

LIBRARY BUILDING

EXISTINGDRAINEXISTING

DRAIN

EXISTINGDRAIN

355

354

12" RCP @ 1.0%

6" RCP @1.0%

3:1 3:

1

(353)

X 353.86

X 353.86

X 353.86

X 353.62

X 353.62

X 353.62

X 353.62

X 354.18

FFE354.22

TW 355.50 BW 353.39

TO BRIGHT

HALL

(355)

352 352

353

6" RCP @ 1.0%

ADRIM EL 352.80

6" RCP @1.0%

6" R

CP@

1.0%

AD RIM EL.351.80

RIM EL.351.80AD

CONCRETE PAVERPLAZA

(353) EXISTINGCONTOUR

353 PROPOSEDCONTOUR

2% SLOPE PERCENTAGE& DIRECTION

GRADING NOTES

1) Meet elevations of existing surfaces flush

2) Contractor must notify PA one call system (811) at least three days beforeconstruction

3)Contractor to field verify all existing utilities on site before construction

4) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire re-grading process

5) Tree protection fence must remain around all exiting trees duringre-grading

5) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

6) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

7) Contractor shall obtain all necessary permits and notify the city ofAmbler Water Department and all other utility companies a minimumof 48 hours prior to the start of construction

8) Soil compaction shall be be no greater than 60% for allsite areas

9) Soil density shall be field verified via a gamma probeduring and after re-grading

10) Slopes on site shall not exceed a ratio of 3:1

11) Slope grades are to direct water away from buildings,across pavement surfaces, and towards drainage devices,except where indicated otherwise

PATHBRIDGE POINT

PATH BRIDGEPOINT

PATH BRIDGEDESIGNATION

RCP REINFORCEDCONCRETE PIPE

(354)

352

353 TW 355.50 BW 353.78

COLLEGE WALK

RIM E

L.352

.60

RIM EL.353.10

X (353.88)

X (352.55)

MEET EX. GRADE

X (352.46)

X (352.50)

X (352.82)

X (353.26)

X (353.40)

X (353.36)

X (353.50)

X (353.38)

X (353.34)

X (352.92)

X (352.44)

X (353.24)

X (354.12)

X (353.24)

X (LP 352.90)

X (353.36)

X (353.74)

X (353.28)

X (353.12)

X (354.32)

X (353.98)

X (353.78)

X (353.72)

X (353.90)

X (354.30)

X (354.12)

X (353.82)

X (353.74)

X (354.18)

X (354.38)

X (HP 356.25)

X (355.34)

X (355.08)

X (354.78)

X (354.78)

X (354.84)

X (355.74)

X (355.74)

X (353.64)

9"Pine

Locust

10"Pine

Gum

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple

8.5"RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

354

(354)

355

355

355

356

353

352

353FFE 353.72

FFE 353.72

FFE 353.72

ADRIM EL 353.0

X HP 355.10

X (352.71)

MEET EX. GRADE

2% S

LOP

E

2.04%

2.04%

1.93%

2% S

LOPE

X HP 355.10

X (353.16)X (353.72)

MEET EX . GRADE

MEET EX . GRADE

2% SLO

PEX 354..42

1.67

%

3.60%

TW 356.83BW 353.66

2.0%

X 353.58

1.07

%

1.25

%

TW 355.50BW 353.58

TW 356.83BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.70

TW 355.50BW 353.80

GRADING KEY

TW TOP OF WALL

BW BOTTOM OF WALL

TTD 353.55BTD 349.55TTD 353.55

BTD 348.68

TTD

BTD

354

TW 358.16BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.66

TW 358.16BW 353.66

SCALE: 18" =1'-0"

L3.0GRADING PLAN

DECEMBER 2, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

RAINGARDEN

TO LEARNING CENTER

TO WIDENERHALL

LOW

LOW

TOP OF TRENCHDRAIN

BOTTOM OFTRENCH DRAIN

LIMIT OF WORK

PROPOSED AREADRAIN

EXISTING AREADRAIN

EXISTING LIGHTPOLE

PROPOSED LIGHTBOLLARD

BOUTELOUA GRACILISMEADOW

NATIVEWILDFLOWERGARDEN

WOODENKIOSKPLATFORM

DIGITAL SIGNBASE

BRASS SCULPTUREPLATFORM

GLASS OVERHANG

CONCRETE PAVERPLAZA

RETRACTABLEMOVIE SCREEN

3 TIER AMPHITHEATERSEATING

NATIVE WOODLANDGARDEN

X (000.00) EXISTING SPOTGRADE

X 000.00 PROPOSED SPOTGRADE

LOW

LOW

LOW LOW

LIBRARY BUILDING

EXISTINGDRAINEXISTING

DRAIN

EXISTINGDRAIN

355

354

12" RCP @ 1.0%

6" RCP @1.0%

3:1 3:

1

(353)

X 353.86

X 353.86

X 353.86

X 353.62

X 353.62

X 353.62

X 353.62

X 354.18

FFE354.22

TW 355.50 BW 353.39

TO BRIGHT

HALL

(355)

352 352

353

6" RCP @ 1.0%

ADRIM EL 352.80

6" RCP @1.0%

6" R

CP@

1.0%

AD RIM EL.351.80

RIM EL.351.80AD

CONCRETE PAVERPLAZA

(353) EXISTINGCONTOUR

353 PROPOSEDCONTOUR

2% SLOPE PERCENTAGE& DIRECTION

GRADING NOTES

1) Meet elevations of existing surfaces flush

2) Contractor must notify PA one call system (811) at least three days beforeconstruction

3)Contractor to field verify all existing utilities on site before construction

4) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire re-grading process

5) Tree protection fence must remain around all exiting trees duringre-grading

5) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

6) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

7) Contractor shall obtain all necessary permits and notify the city ofAmbler Water Department and all other utility companies a minimumof 48 hours prior to the start of construction

8) Soil compaction shall be be no greater than 60% for allsite areas

9) Soil density shall be field verified via a gamma probeduring and after re-grading

10) Slopes on site shall not exceed a ratio of 3:1

11) Slope grades are to direct water away from buildings,across pavement surfaces, and towards drainage devices,except where indicated otherwise

PATHBRIDGE POINT

PATH BRIDGEPOINT

PATH BRIDGEDESIGNATION

RCP REINFORCEDCONCRETE PIPE

(354)

352

353 TW 355.50 BW 353.78

COLLEGE WALK

RIM E

L.352

.60

RIM EL.353.10

X (353.88)

X (352.55)

MEET EX. GRADE

X (352.46)

X (352.50)

X (352.82)

X (353.26)

X (353.40)

X (353.36)

X (353.50)

X (353.38)

X (353.34)

X (352.92)

X (352.44)

X (353.24)

X (354.12)

X (353.24)

X (LP 352.90)

X (353.36)

X (353.74)

X (353.28)

X (353.12)

X (354.32)

X (353.98)

X (353.78)

X (353.72)

X (353.90)

X (354.30)

X (354.12)

X (353.82)

X (353.74)

X (354.18)

X (354.38)

X (HP 356.25)

X (355.34)

X (355.08)

X (354.78)

X (354.78)

X (354.84)

X (355.74)

X (355.74)

X (353.64)

9"Pine

Locust

10"Pine

Gum

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple

8.5"RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

354

(354)

355

355

355

356

353

352

353FFE 353.72

FFE 353.72

FFE 353.72

ADRIM EL 353.0

X HP 355.10

X (352.71)

MEET EX. GRADE

2% S

LOP

E

2.04%

2.04%

1.93%

2% S

LOPE

X HP 355.10

X (353.16)X (353.72)

MEET EX . GRADE

MEET EX . GRADE

2% SLO

PEX 354..42

1.67

%

3.60%

TW 356.83BW 353.66

2.0%

X 353.58

1.07

%

1.25

%

TW 355.50BW 353.58

TW 356.83BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.70

TW 355.50BW 353.80

GRADING KEY

TW TOP OF WALL

BW BOTTOM OF WALL

TTD 353.55BTD 349.55TTD 353.55

BTD 348.68

TTD

BTD

354

TW 358.16BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.66

TW 358.16BW 353.66

SCALE: 18" =1'-0"

L3.0GRADING PLAN

DECEMBER 2, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

RAINGARDEN

TO LEARNING CENTER

TO WIDENERHALL

LOW

LOW

TOP OF TRENCHDRAIN

BOTTOM OFTRENCH DRAIN

LIMIT OF WORK

PROPOSED AREADRAIN

EXISTING AREADRAIN

EXISTING LIGHTPOLE

PROPOSED LIGHTBOLLARD

BOUTELOUA GRACILISMEADOW

NATIVEWILDFLOWERGARDEN

WOODENKIOSKPLATFORM

DIGITAL SIGNBASE

BRASS SCULPTUREPLATFORM

GLASS OVERHANG

CONCRETE PAVERPLAZA

RETRACTABLEMOVIE SCREEN

3 TIER AMPHITHEATERSEATING

NATIVE WOODLANDGARDEN

X (000.00) EXISTING SPOTGRADE

X 000.00 PROPOSED SPOTGRADE

LOW

LOW

LOW LOW

LIBRARY BUILDING

EXISTINGDRAINEXISTING

DRAIN

EXISTINGDRAIN

355

354

12" RCP @ 1.0%

6" RCP @1.0%

3:1 3:

1

(353)

X 353.86

X 353.86

X 353.86

X 353.62

X 353.62

X 353.62

X 353.62

X 354.18

FFE354.22

TW 355.50 BW 353.39

TO BRIGHT

HALL

(355)

352 352

353

6" RCP @ 1.0%

ADRIM EL 352.80

6" RCP @1.0%

6" R

CP@

1.0%

AD RIM EL.351.80

RIM EL.351.80AD

CONCRETE PAVERPLAZA

(353) EXISTINGCONTOUR

353 PROPOSEDCONTOUR

2% SLOPE PERCENTAGE& DIRECTION

GRADING NOTES

1) Meet elevations of existing surfaces flush

2) Contractor must notify PA one call system (811) at least three days beforeconstruction

3)Contractor to field verify all existing utilities on site before construction

4) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire re-grading process

5) Tree protection fence must remain around all exiting trees duringre-grading

5) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

6) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

7) Contractor shall obtain all necessary permits and notify the city ofAmbler Water Department and all other utility companies a minimumof 48 hours prior to the start of construction

8) Soil compaction shall be be no greater than 60% for allsite areas

9) Soil density shall be field verified via a gamma probeduring and after re-grading

10) Slopes on site shall not exceed a ratio of 3:1

11) Slope grades are to direct water away from buildings,across pavement surfaces, and towards drainage devices,except where indicated otherwise

PATHBRIDGE POINT

PATH BRIDGEPOINT

PATH BRIDGEDESIGNATION

RCP REINFORCEDCONCRETE PIPE

(354)

352

353 TW 355.50 BW 353.78

COLLEGE WALK

RIM E

L.352

.60

RIM EL.353.10

X (353.88)

X (352.55)

MEET EX. GRADE

X (352.46)

X (352.50)

X (352.82)

X (353.26)

X (353.40)

X (353.36)

X (353.50)

X (353.38)

X (353.34)

X (352.92)

X (352.44)

X (353.24)

X (354.12)

X (353.24)

X (LP 352.90)

X (353.36)

X (353.74)

X (353.28)

X (353.12)

X (354.32)

X (353.98)

X (353.78)

X (353.72)

X (353.90)

X (354.30)

X (354.12)

X (353.82)

X (353.74)

X (354.18)

X (354.38)

X (HP 356.25)

X (355.34)

X (355.08)

X (354.78)

X (354.78)

X (354.84)

X (355.74)

X (355.74)

X (353.64)

9"Pine

Locust

10"Pine

Gum

19.5"RedMaple

29.5"RedMaple

19.5"RedMaple

8.5"RedMaple

20"Linden

9.6"BirchPrimary

9.4"BirchSecondary

26"ChestnutOak

68"CircumferenceWesternArborvitae

6'CircumferenceKoreanRhododendron

10.5"Maple

9"Maple

12.5"Maple

354

(354)

355

355

355

356

353

352

353FFE 353.72

FFE 353.72

FFE 353.72

ADRIM EL 353.0

X HP 355.10

X (352.71)

MEET EX. GRADE

2% S

LOP

E

2.04%

2.04%

1.93%

2% S

LOPE

X HP 355.10

X (353.16)X (353.72)

MEET EX . GRADE

MEET EX . GRADE

2% SLO

PEX 354..42

1.67

%

3.60%

TW 356.83BW 353.66

2.0%

X 353.58

1.07

%

1.25

%

TW 355.50BW 353.58

TW 356.83BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.70

TW 355.50BW 353.80

GRADING KEY

TW TOP OF WALL

BW BOTTOM OF WALL

TTD 353.55BTD 349.55TTD 353.55

BTD 348.68

TTD

BTD

354

TW 358.16BW 354.01

TW 355.50BW 354.01

TW 355.50BW 353.66

TW 358.16BW 353.66

SCALE: 18" =1'-0"

L3.0GRADING PLAN

DECEMBER 2, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

N0 4 8 16 feet

RAINGARDEN

TO LEARNING CENTER

TO WIDENERHALL

LOW

LOW

TOP OF TRENCHDRAIN

BOTTOM OFTRENCH DRAIN

LIMIT OF WORK

PROPOSED AREADRAIN

EXISTING AREADRAIN

EXISTING LIGHTPOLE

PROPOSED LIGHTBOLLARD

BOUTELOUA GRACILISMEADOW

NATIVEWILDFLOWERGARDEN

WOODENKIOSKPLATFORM

DIGITAL SIGNBASE

BRASS SCULPTUREPLATFORM

GLASS OVERHANG

CONCRETE PAVERPLAZA

RETRACTABLEMOVIE SCREEN

3 TIER AMPHITHEATERSEATING

NATIVE WOODLANDGARDEN

X (000.00) EXISTING SPOTGRADE

X 000.00 PROPOSED SPOTGRADE

LOW

LOW

LOW LOW

LIBRARY BUILDING

EXISTINGDRAINEXISTING

DRAIN

EXISTINGDRAIN

355

354

12" RCP @ 1.0%

6" RCP @1.0%

3:1 3:

1

(353)

X 353.86

X 353.86

X 353.86

X 353.62

X 353.62

X 353.62

X 353.62

X 354.18

FFE354.22

TW 355.50 BW 353.39

TO BRIGHT

HALL

(355)

352 352

353

6" RCP @ 1.0%

ADRIM EL 352.80

6" RCP @1.0%

6" R

CP@

1.0%

AD RIM EL.351.80

RIM EL.351.80AD

CONCRETE PAVERPLAZA

(353) EXISTINGCONTOUR

353 PROPOSEDCONTOUR

2% SLOPE PERCENTAGE& DIRECTION

GRADING NOTES

1) Meet elevations of existing surfaces flush

2) Contractor must notify PA one call system (811) at least three days beforeconstruction

3)Contractor to field verify all existing utilities on site before construction

4) Silt fence and hay bales shall remain around the perimeter of eachexisting drain throughout the entire re-grading process

5) Tree protection fence must remain around all exiting trees duringre-grading

5) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

6) Machinery shall not enter the rain garden area to prevent excessivesoil compaction.

7) Contractor shall obtain all necessary permits and notify the city ofAmbler Water Department and all other utility companies a minimumof 48 hours prior to the start of construction

8) Soil compaction shall be be no greater than 60% for allsite areas

9) Soil density shall be field verified via a gamma probeduring and after re-grading

10) Slopes on site shall not exceed a ratio of 3:1

11) Slope grades are to direct water away from buildings,across pavement surfaces, and towards drainage devices,except where indicated otherwise

PATHBRIDGE POINT

PATH BRIDGEPOINT

PATH BRIDGEDESIGNATION

RCP REINFORCEDCONCRETE PIPE

(354)

352

353 TW 355.50 BW 353.78

COLLEGE WALK

24

Scale: NTS

6"

1'-8"

3'-2

"

4"

6"

6" 1'-2"

2"

6"

1'-4

"

2"

2916

"1"

6"

6"

6"

11"

111316" 1/16"

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS1" SAND SETTING BED

AGGREGATE BASE

NO. 4 REBAR 2" FROMFACE OF CONC.SPACED EVERY 1'-0"

NO. 4 REBAR 2" FROMFACE OF CONC. &EVERY 1'-0"

PREPARED SUBGRADE

CONCRETE SEAT WALLScale: 1"=1'-0"

1

CONCRETE PAVERS ON SAND SETTING BEDScale: 1"=1'-0"

5

CONC. WALL BASEREIN W/ NO. 4 REBAR2" FROM FACE OFCONC. & EVERY 1'-0"

FINISH GRADE

1'-0

"

1'-0" X 1'-0" CONC.PAVERS

116" HAND TIGHT JOINT

SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

6"8"

3"

FINISH GRADE

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

CONCRETE SLAB

BIKE RACK FASTENED TO CONCRETE SLABScale: 1"=1'-0"

2

AGGREGATE BASE

PREPARED SUBGRADE

1'-4

"

6"2"

11"

1'-8"

6"

4"4"

8"6"

CONCRETE SEAT/RETAINING WALLScale: 1"=1'-0"

3

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS

1" SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

7'-0"

DRAIN CORE &SEPERATOR FABRIC

2' WEEP HOLE EVERY4'-0"

3"

4

2" X 2" KEY

ALUMINUM TRASH & RECYLING RECEPTACLE FASTENED TO CONCRETE SLAB

FINISH GRADE

Scale: 1"=1'-0"

8"6"

PREPARED SUBGRADE

CONC. SLAB REIN.WITH WWM2" FROM BOTTOMOF SLAB

3'-5

"

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

AGGREGATE BASE4'

-0"

Scale: 1"=1'-0"

5'-0"

FINISH GRADE

5'-8"

PREPARED SUBGRADE

6 CONCRETE PAVEMENT

6"4" CONCRETE SLAB

AGGREGATE BASE

1'-3" 1'-3"

1'-3

"1'

-3"

.005% SLOPE

1'-9"

3'-0

"

SCALE: 1" =1'-0"

L4.0SITE DETAILS

NOVEMBER 11, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

0 .5 1 2 feet

R2"

R2"

6"

1'-8"

3'-2

"

4"

6"

6" 1'-2"

2"

6"

1'-4

"

2"

2916

"1"

6"

6"

6"

11"

111316" 1/16"

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS1" SAND SETTING BED

AGGREGATE BASE

NO. 4 REBAR 2" FROMFACE OF CONC.SPACED EVERY 1'-0"

NO. 4 REBAR 2" FROMFACE OF CONC. &EVERY 1'-0"

PREPARED SUBGRADE

CONCRETE SEAT WALLScale: 1"=1'-0"

1

CONCRETE PAVERS ON SAND SETTING BEDScale: 1"=1'-0"

5

CONC. WALL BASEREIN W/ NO. 4 REBAR2" FROM FACE OFCONC. & EVERY 1'-0"

FINISH GRADE

1'-0

"

1'-0" X 1'-0" CONC.PAVERS

116" HAND TIGHT JOINT

SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

6"8"

3"

FINISH GRADE

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

CONCRETE SLAB

BIKE RACK FASTENED TO CONCRETE SLABScale: 1"=1'-0"

2

AGGREGATE BASE

PREPARED SUBGRADE

1'-4

"

6"2"

11"

1'-8"

6"

4"4"

8"6"

CONCRETE SEAT/RETAINING WALLScale: 1"=1'-0"

3

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS

1" SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

7'-0"

DRAIN CORE &SEPERATOR FABRIC

2' WEEP HOLE EVERY4'-0"

3"

4

2" X 2" KEY

ALUMINUM TRASH & RECYLING RECEPTACLE FASTENED TO CONCRETE SLAB

FINISH GRADE

Scale: 1"=1'-0"

8"6"

PREPARED SUBGRADE

CONC. SLAB REIN.WITH WWM2" FROM BOTTOMOF SLAB

3'-5

"

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

AGGREGATE BASE

4'-0

"

Scale: 1"=1'-0"

5'-0"

FINISH GRADE

5'-8"

PREPARED SUBGRADE

6 CONCRETE PAVEMENT

6"4" CONCRETE SLAB

AGGREGATE BASE

1'-3" 1'-3"

1'-3

"1'

-3"

.005% SLOPE

1'-9"

3'-0

"

SCALE: 1" =1'-0"

L4.0SITE DETAILS

NOVEMBER 11, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

0 .5 1 2 feet

R2"

R2"

6"

1'-8"

3'-2

"

4"

6"

6" 1'-2"

2"

6"

1'-4

"

2"

2916

"1"

6"

6"

6"

11"

111316" 1/16"

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS1" SAND SETTING BED

AGGREGATE BASE

NO. 4 REBAR 2" FROMFACE OF CONC.SPACED EVERY 1'-0"

NO. 4 REBAR 2" FROMFACE OF CONC. &EVERY 1'-0"

PREPARED SUBGRADE

CONCRETE SEAT WALLScale: 1"=1'-0"

1

CONCRETE PAVERS ON SAND SETTING BEDScale: 1"=1'-0"

5

CONC. WALL BASEREIN W/ NO. 4 REBAR2" FROM FACE OFCONC. & EVERY 1'-0"

FINISH GRADE

1'-0

"

1'-0" X 1'-0" CONC.PAVERS

116" HAND TIGHT JOINT

SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

6"8"

3"

FINISH GRADE

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

CONCRETE SLAB

BIKE RACK FASTENED TO CONCRETE SLABScale: 1"=1'-0"

2

AGGREGATE BASE

PREPARED SUBGRADE

1'-4

"

6"2"

11"

1'-8"

6"

4"4"

8"6"

CONCRETE SEAT/RETAINING WALLScale: 1"=1'-0"

3

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS

1" SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

7'-0"

DRAIN CORE &SEPERATOR FABRIC

2' WEEP HOLE EVERY4'-0"

3"

4

2" X 2" KEY

ALUMINUM TRASH & RECYLING RECEPTACLE FASTENED TO CONCRETE SLAB

FINISH GRADE

Scale: 1"=1'-0"

8"6"

PREPARED SUBGRADE

CONC. SLAB REIN.WITH WWM2" FROM BOTTOMOF SLAB

3'-5

"

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

AGGREGATE BASE

4'-0

"

Scale: 1"=1'-0"

5'-0"

FINISH GRADE

5'-8"

PREPARED SUBGRADE

6 CONCRETE PAVEMENT

6"4" CONCRETE SLAB

AGGREGATE BASE

1'-3" 1'-3"

1'-3

"1'

-3"

.005% SLOPE

1'-9"

3'-0

"

SCALE: 1" =1'-0"

L4.0SITE DETAILS

NOVEMBER 11, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

0 .5 1 2 feet

R2"

R2"

6"

1'-8"

3'-2

"

4"

6"

6" 1'-2"

2"

6"

1'-4

"

2"

2916

"1"

6"

6"

6"

11"

111316" 1/16"

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS1" SAND SETTING BED

AGGREGATE BASE

NO. 4 REBAR 2" FROMFACE OF CONC.SPACED EVERY 1'-0"

NO. 4 REBAR 2" FROMFACE OF CONC. &EVERY 1'-0"

PREPARED SUBGRADE

CONCRETE SEAT WALLScale: 1"=1'-0"

1

CONCRETE PAVERS ON SAND SETTING BEDScale: 1"=1'-0"

5

CONC. WALL BASEREIN W/ NO. 4 REBAR2" FROM FACE OFCONC. & EVERY 1'-0"

FINISH GRADE

1'-0

"

1'-0" X 1'-0" CONC.PAVERS

116" HAND TIGHT JOINT

SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

6"8"

3"

FINISH GRADE

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

CONCRETE SLAB

BIKE RACK FASTENED TO CONCRETE SLABScale: 1"=1'-0"

2

AGGREGATE BASE

PREPARED SUBGRADE

1'-4

"

6"2"

11"

1'-8"

6"

4"4"

8"6"

CONCRETE SEAT/RETAINING WALLScale: 1"=1'-0"

3

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS

1" SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

7'-0"

DRAIN CORE &SEPERATOR FABRIC

2' WEEP HOLE EVERY4'-0"

3"

4

2" X 2" KEY

ALUMINUM TRASH & RECYLING RECEPTACLE FASTENED TO CONCRETE SLAB

FINISH GRADE

Scale: 1"=1'-0"

8"6"

PREPARED SUBGRADE

CONC. SLAB REIN.WITH WWM2" FROM BOTTOMOF SLAB

3'-5

"

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

AGGREGATE BASE

4'-0

"

Scale: 1"=1'-0"

5'-0"

FINISH GRADE

5'-8"

PREPARED SUBGRADE

6 CONCRETE PAVEMENT

6"4" CONCRETE SLAB

AGGREGATE BASE

1'-3" 1'-3"

1'-3

"1'

-3"

.005% SLOPE

1'-9"

3'-0

"

SCALE: 1" =1'-0"

L4.0SITE DETAILS

NOVEMBER 11, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

0 .5 1 2 feet

R2"

R2"

1

2

3

4Scale: NTSScale: NTS

Scale: NTS

Scale: NTS

SITE DETAILS

Various site details are displayedfor constructability. All elements shown were used within the proposed design.

6"

1'-8"

3'-2

"

4"

6"

6" 1'-2"

2"

6"

1'-4

"

2"

2916

"1"

6"

6"

6"

11"

111316" 1/16"

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS1" SAND SETTING BED

AGGREGATE BASE

NO. 4 REBAR 2" FROMFACE OF CONC.SPACED EVERY 1'-0"

NO. 4 REBAR 2" FROMFACE OF CONC. &EVERY 1'-0"

PREPARED SUBGRADE

CONCRETE SEAT WALLScale: 1"=1'-0"

1

CONCRETE PAVERS ON SAND SETTING BEDScale: 1"=1'-0"

5

CONC. WALL BASEREIN W/ NO. 4 REBAR2" FROM FACE OFCONC. & EVERY 1'-0"

FINISH GRADE

1'-0

"

1'-0" X 1'-0" CONC.PAVERS

116" HAND TIGHT JOINT

SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

6"8"

3"FINISH GRADE

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

CONCRETE SLAB

BIKE RACK FASTENED TO CONCRETE SLABScale: 1"=1'-0"

2

AGGREGATE BASE

PREPARED SUBGRADE

1'-4

"

6"2"

11"

1'-8"

6"

4"4"

8"6"

CONCRETE SEAT/RETAINING WALLScale: 1"=1'-0"

3

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS

1" SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

7'-0"

DRAIN CORE &SEPERATOR FABRIC

2' WEEP HOLE EVERY4'-0"

3"

4

2" X 2" KEY

ALUMINUM TRASH & RECYLING RECEPTACLE FASTENED TO CONCRETE SLAB

FINISH GRADE

Scale: 1"=1'-0"

8"6"

PREPARED SUBGRADE

CONC. SLAB REIN.WITH WWM2" FROM BOTTOMOF SLAB

3'-5

"

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

AGGREGATE BASE

4'-0

"

Scale: 1"=1'-0"

5'-0"

FINISH GRADE

5'-8"

PREPARED SUBGRADE

6 CONCRETE PAVEMENT

6"4" CONCRETE SLAB

AGGREGATE BASE

1'-3" 1'-3"

1'-3

"1'

-3"

.005% SLOPE

1'-9"

3'-0

"

SCALE: 1" =1'-0"

L4.0SITE DETAILS

NOVEMBER 11, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

0 .5 1 2 feet

R2"

R2"

6"

1'-8"

3'-2

"

4"

6"

6" 1'-2"

2"

6"

1'-4

"

2"

2916

"1"

6"

6"

6"

11"

111316" 1/16"

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS1" SAND SETTING BED

AGGREGATE BASE

NO. 4 REBAR 2" FROMFACE OF CONC.SPACED EVERY 1'-0"

NO. 4 REBAR 2" FROMFACE OF CONC. &EVERY 1'-0"

PREPARED SUBGRADE

CONCRETE SEAT WALLScale: 1"=1'-0"

1

CONCRETE PAVERS ON SAND SETTING BEDScale: 1"=1'-0"

5

CONC. WALL BASEREIN W/ NO. 4 REBAR2" FROM FACE OFCONC. & EVERY 1'-0"

FINISH GRADE

1'-0

"

1'-0" X 1'-0" CONC.PAVERS

116" HAND TIGHT JOINT

SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE6"

8"

3"

FINISH GRADE

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

CONCRETE SLAB

BIKE RACK FASTENED TO CONCRETE SLABScale: 1"=1'-0"

2

AGGREGATE BASE

PREPARED SUBGRADE

1'-4

"

6"2"

11"

1'-8"

6"

4"4"

8"6"

CONCRETE SEAT/RETAINING WALLScale: 1"=1'-0"

3

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS

1" SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

7'-0"

DRAIN CORE &SEPERATOR FABRIC

2' WEEP HOLE EVERY4'-0"

3"

4

2" X 2" KEY

ALUMINUM TRASH & RECYLING RECEPTACLE FASTENED TO CONCRETE SLAB

FINISH GRADE

Scale: 1"=1'-0"

8"6"

PREPARED SUBGRADE

CONC. SLAB REIN.WITH WWM2" FROM BOTTOMOF SLAB

3'-5

"

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

AGGREGATE BASE

4'-0

"

Scale: 1"=1'-0"

5'-0"

FINISH GRADE

5'-8"

PREPARED SUBGRADE

6 CONCRETE PAVEMENT

6"4" CONCRETE SLAB

AGGREGATE BASE

1'-3" 1'-3"

1'-3

"1'

-3"

.005% SLOPE

1'-9"

3'-0

"

SCALE: 1" =1'-0"

L4.0SITE DETAILS

NOVEMBER 11, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

0 .5 1 2 feet

R2"

R2"

5

6

26

6"

1'-8"

3'-2

"

4"

6"

6" 1'-2"

2"

6"

1'-4

"

2"

2916

"1"

6"

6"

6"

11"

111316" 1/16"

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS1" SAND SETTING BED

AGGREGATE BASE

NO. 4 REBAR 2" FROMFACE OF CONC.SPACED EVERY 1'-0"

NO. 4 REBAR 2" FROMFACE OF CONC. &EVERY 1'-0"

PREPARED SUBGRADE

CONCRETE SEAT WALLScale: 1"=1'-0"

1

CONCRETE PAVERS ON SAND SETTING BEDScale: 1"=1'-0"

5

CONC. WALL BASEREIN W/ NO. 4 REBAR2" FROM FACE OFCONC. & EVERY 1'-0"

FINISH GRADE

1'-0

"

1'-0" X 1'-0" CONC.PAVERS

116" HAND TIGHT JOINT

SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

6"8"

3"

FINISH GRADE

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

CONCRETE SLAB

BIKE RACK FASTENED TO CONCRETE SLABScale: 1"=1'-0"

2

AGGREGATE BASE

PREPARED SUBGRADE

1'-4

"

6"2"

11"

1'-8"

6"

4"4"

8"6"

CONCRETE SEAT/RETAINING WALLScale: 1"=1'-0"

3

CONC. SEAT WALL

FINISH GRADE1

16" HAND TIGHT JOINT

1'-0" X 1'-0" CONC.PAVERS

1" SAND SETTING BED

AGGREGATE BASE

PREPARED SUBGRADE

7'-0"

DRAIN CORE &SEPERATOR FABRIC

2' WEEP HOLE EVERY4'-0"

3"

4

2" X 2" KEY

ALUMINUM TRASH & RECYLING RECEPTACLE FASTENED TO CONCRETE SLAB

FINISH GRADE

Scale: 1"=1'-0"

8"6"

PREPARED SUBGRADE

CONC. SLAB REIN.WITH WWM2" FROM BOTTOMOF SLAB

3'-5

"

12" X 5 12" SIMPSON STRONGTIE STRONG BOLTMODEL NO. STB50512

AGGREGATE BASE

4'-0

"

Scale: 1"=1'-0"

5'-0"

FINISH GRADE

5'-8"

PREPARED SUBGRADE

6 CONCRETE PAVEMENT

6"4" CONCRETE SLAB

AGGREGATE BASE

1'-3" 1'-3"

1'-3

"1'

-3"

.005% SLOPE

1'-9"

3'-0

"

SCALE: 1" =1'-0"

L4.0SITE DETAILS

NOVEMBER 11, 2015

AMBLER LIBRARYCONSTRUCTION DRAWINGS

DESIGN BY: DEREK M. SUOMI

0 .5 1 2 feet

R2"

R2"

Scale: NTS

Scale: NTS

Scale: NTS

LIBRARY GREEN ROOFAmbler, PAJunior Planting Design ProjectPROJECT DISCRIPTION: The objective of this project was to design an extensive or intensive green roof for Temple University's, Ambler campus. The focus was on using mostly native plants from the region. Consideration of views, circulation, storm water management, and plant form, color, texture, and seasonal interest were also an important factor of the design process.

SITE CONTEXT

The Temple University library is located in Ambler, PA and is 15 miles from Philadelphia. The library building sits along the main student path, located between Widener Hall and the Technology center.

Scale: NTS

VIEWSHEDS

ENTRANCE

EXISTINGTREES

KEY

COMPOSITE ANALYSIS

VE

HIC

ULA

R A

C-

CE

SS

SUN PATH

PM

REAREXIT

ENTRANCE

VIEW FROM LEARNING CENTER

AM

AC UNIT

PEDESTRIAN WALK PEDESTRIAN WALK

RE

AR

AC

CE

SS

WATER FLO

WSU

PP

OR

T B

EA

M

SU

PP

OR

T B

EA

M

SU

PP

OR

T B

EA

M

SU

PP

OR

T B

EA

M

WATE

R F

LO

W

WATE

R F

LO

W WAT

ER F

LOW

WINTER WIN

DS

SUM

MER WINDS

CONCEPT DIAGRAM

Scale: NTS

SU

PP

OR

T B

EA

M

SU

PP

OR

T B

EA

M

SU

PP

OR

T B

EA

M

SU

PP

OR

T B

EA

M

DESIGN INSPIRATION

Brazilian modernist landscape architect, Roberto Burle Marx was a world famous designer. He is accredited with having intro-duced modernist landscape architecture to Brazil. As his above design shows, located at Rio’s Ministry of Education and Health building, he used modern curvilinear and irregular shapes evok-ing a feeling of fluidity. Like his shape choices his color pallets were influenced by abstractionism. This idea influenced my con-ceptual layout of the Ambler Library green roof. Like Marx, I used irregular shapes throughout the design creating a fun interactive experience. Feeding off his abstractionism ideas I chose to or-ganize the color of plants somewhat randomly as seen in nature while still creating a sense of unity.

Marx’s, Rio’s Ministry of Education and Health Building design.

Concept plan of Rio’s Ministry of Education and Health Building design.

Photo of Marx in Brazil

28

MEETING HOUSE ROAD

CAMPUS PERIMITER

CAMPUS PERIMITERCAMPUS PARIMETER

LIBRARYBUILDING

TREES PHOTO BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Rhus typhina Staghorn sumac Mesic-Xeric Jun-Jul

Cercis canadensis f. alba Eastern redbud Mesic Apr-May

Aralia spinosa Devils walking stick Jul-Aug

Juniperus communis Common juniper Mesic-Xeric Non blooming

Juniperus virginiana'Grey Owl'

Red cedar Mesic Non blooming

Ceanothus americanus New jersey tea Xeric-Mesic May-Jul

Vaccinium angustifolium Low bush blueberry May-Jun

Hypericum densiflorum Bushy st. johns wort Mesic-Xeric Jul-Sep

15-25' 20-30' Canopy/Understory

15-30' 15-30' Canopy/Understory

Mesic-Xeric 10-20' 6-10' Canopy/Understory

1-1.5' 4-6' Shrub

2-3' 2-4'

3-4' 3-5' Shrub

.5-2' 1-2' Shrub/Understory

1-6' 3-6' Shurb

SHRUBS

Shrub

White

Green

Green

White

White

G/Y

Mesic-Xeric White

Yellow

GRASSES

Bouteloua gracilis Blue grama Mesic-Xeric Jun-Aug 1-2' 1-2' Herbaceous/GrassR/P

Schizachyrium scoparium Little bluestem Mesic-Xeric Aug-Feb 2-4' 1-2'Purplish

Pennisetum alopecuroides'Little Bunny'

Fountain grass Mesic-Xeric Aug-Oct 1-2' 1-2'W/G

Festuca glauca 'Elijah Blue' Blue fescue Mesic-Xeric Jun-Jul .75-1' 1-2'G/P

Eragrostis spectabilis Purple lovegrass Mesic-Xeric 1-2' 2-3'Bronze

Aromatic aster Mesic-Xeric Aug-Sep 1-3' 1-3' HerbaceousB/P

Liatris spicata Blazing star Mesic-Xeric Jul-Aug 2-4' 1-2'Pink

Solidago rugosa'Fireworks'

Rough goldenrod Mesic-Xeric Sep-Oct 2-3' 2-3'Yellow

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/GrassAug-Feb

WILDFLOWERS

Herbaceous

Herbaceous

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Symphyotrichumoblongifolium

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Apr-Jun

American bittersweet

Sedum telephium'emperor's wave'

Sedum Mesic-Xeric Jul-Sep 1-1.5' 1-1.5'Red

Rudbeckia hirta Black eyed susan Mesic-Xeric Jun-Aug 1-3' 1-2'Yellow Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Sedum spurium 'Red Carpet'

Caucasian stonecrop Mesic-Xeric May-Jul .25-.50' 1-2'Red

Achillea 'Feuerland'FIRELAND

Yarrow Mesic-Xeric Jun-Sep 2-3' 1-2'Red

Baptisia australis Blue false indigo Mesic-Xeric May-June 3-4' 3-4'B

Phlox subulata Moss phlox Mesic-Xeric Mar-May White

Penstemon digitalis beardtounge Mesic-Xeric 3-5' 1-2'White

.25-.50'

VINES

1-2'

Parthenocissusquinquefolia Herbaceous/VineMay-AugVirginia creeper Mesic-Xeric 5-10'30-50'G/W

Herbaceous/VineCampsis radicans Trumpetcreeper Mesic-Xeric Jul-Aug Orange

Herbaceous/VineCelastrus scandens W/YMesic-Xeric May-Jun 15-20' 3-6'

30-50' 5-10'

WILDFLOWERS

PHOTO

PHOTO

Yucca filamentosa Adam's needle Mesic-Xeric Jun-Jul 4-8' 2-3' ShurbC w

Spiraea alba Meadowsweet Mesic Jul-Aug 3-4' 3-4' Shurbw

INTENSIVE GREEN ROOF PLANTING PALETTE

TREES PHOTO BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Rhus typhina Staghorn sumac Mesic-Xeric Jun-Jul

Cercis canadensis f. alba Eastern redbud Mesic Apr-May

Aralia spinosa Devils walking stick Jul-Aug

Juniperus communis Common juniper Mesic-Xeric Non blooming

Juniperus virginiana'Grey Owl'

Red cedar Mesic Non blooming

Ceanothus americanus New jersey tea Xeric-Mesic May-Jul

Vaccinium angustifolium Low bush blueberry May-Jun

Hypericum densiflorum Bushy st. johns wort Mesic-Xeric Jul-Sep

15-25' 20-30' Canopy/Understory

15-30' 15-30' Canopy/Understory

Mesic-Xeric 10-20' 6-10' Canopy/Understory

1-1.5' 4-6' Shrub

2-3' 2-4'

3-4' 3-5' Shrub

.5-2' 1-2' Shrub/Understory

1-6' 3-6' Shurb

SHRUBS

Shrub

White

Green

Green

White

White

G/Y

Mesic-Xeric White

Yellow

GRASSES

Bouteloua gracilis Blue grama Mesic-Xeric Jun-Aug 1-2' 1-2' Herbaceous/GrassR/P

Schizachyrium scoparium Little bluestem Mesic-Xeric Aug-Feb 2-4' 1-2'Purplish

Pennisetum alopecuroides'Little Bunny'

Fountain grass Mesic-Xeric Aug-Oct 1-2' 1-2'W/G

Festuca glauca 'Elijah Blue' Blue fescue Mesic-Xeric Jun-Jul .75-1' 1-2'G/P

Eragrostis spectabilis Purple lovegrass Mesic-Xeric 1-2' 2-3'Bronze

Aromatic aster Mesic-Xeric Aug-Sep 1-3' 1-3' HerbaceousB/P

Liatris spicata Blazing star Mesic-Xeric Jul-Aug 2-4' 1-2'Pink

Solidago rugosa'Fireworks'

Rough goldenrod Mesic-Xeric Sep-Oct 2-3' 2-3'Yellow

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/GrassAug-Feb

WILDFLOWERS

Herbaceous

Herbaceous

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Symphyotrichumoblongifolium

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Apr-Jun

American bittersweet

Sedum telephium'emperor's wave'

Sedum Mesic-Xeric Jul-Sep 1-1.5' 1-1.5'Red

Rudbeckia hirta Black eyed susan Mesic-Xeric Jun-Aug 1-3' 1-2'Yellow Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Sedum spurium 'Red Carpet'

Caucasian stonecrop Mesic-Xeric May-Jul .25-.50' 1-2'Red

Achillea 'Feuerland'FIRELAND

Yarrow Mesic-Xeric Jun-Sep 2-3' 1-2'Red

Baptisia australis Blue false indigo Mesic-Xeric May-June 3-4' 3-4'B

Phlox subulata Moss phlox Mesic-Xeric Mar-May White

Penstemon digitalis beardtounge Mesic-Xeric 3-5' 1-2'White

.25-.50'

VINES

1-2'

Parthenocissusquinquefolia Herbaceous/VineMay-AugVirginia creeper Mesic-Xeric 5-10'30-50'G/W

Herbaceous/VineCampsis radicans Trumpetcreeper Mesic-Xeric Jul-Aug Orange

Herbaceous/VineCelastrus scandens W/YMesic-Xeric May-Jun 15-20' 3-6'

30-50' 5-10'

WILDFLOWERS

PHOTO

PHOTO

Yucca filamentosa Adam's needle Mesic-Xeric Jun-Jul 4-8' 2-3' ShurbC w

Spiraea alba Meadowsweet Mesic Jul-Aug 3-4' 3-4' Shurbw

12'-3" 6'-0" 70'-3" 8'-0" 6'-0" 8'-0" 43'-8" 6'-0" 19'-0" 19'-3" 21'-0" 10'-4"19-0"

1 SECTION OF LIBRARY AND GREEN ROOF FACING SOUTH

Meadow mix Raisedwood path

Raisedwood path

Sedumplantings

Raisedwood path

Upland plantings Upland plantings

SECTION ELEVATION

Displayed section at right, shows the spatial layout of the proposed green roof design and plant community organization.

TREES PHOTO BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Rhus typhina Staghorn sumac Mesic-Xeric Jun-Jul

Cercis canadensis f. alba Eastern redbud Mesic Apr-May

Aralia spinosa Devils walking stick Jul-Aug

Juniperus communis Common juniper Mesic-Xeric Non blooming

Juniperus virginiana'Grey Owl'

Red cedar Mesic Non blooming

Ceanothus americanus New jersey tea Xeric-Mesic May-Jul

Vaccinium angustifolium Low bush blueberry May-Jun

Hypericum densiflorum Bushy st. johns wort Mesic-Xeric Jul-Sep

15-25' 20-30' Canopy/Understory

15-30' 15-30' Canopy/Understory

Mesic-Xeric 10-20' 6-10' Canopy/Understory

1-1.5' 4-6' Shrub

2-3' 2-4'

3-4' 3-5' Shrub

.5-2' 1-2' Shrub/Understory

1-6' 3-6' Shurb

SHRUBS

Shrub

White

Green

Green

White

White

G/Y

Mesic-Xeric White

Yellow

GRASSES

Bouteloua gracilis Blue grama Mesic-Xeric Jun-Aug 1-2' 1-2' Herbaceous/GrassR/P

Schizachyrium scoparium Little bluestem Mesic-Xeric Aug-Feb 2-4' 1-2'Purplish

Pennisetum alopecuroides'Little Bunny'

Fountain grass Mesic-Xeric Aug-Oct 1-2' 1-2'W/G

Festuca glauca 'Elijah Blue' Blue fescue Mesic-Xeric Jun-Jul .75-1' 1-2'G/P

Eragrostis spectabilis Purple lovegrass Mesic-Xeric 1-2' 2-3'Bronze

Aromatic aster Mesic-Xeric Aug-Sep 1-3' 1-3' HerbaceousB/P

Liatris spicata Blazing star Mesic-Xeric Jul-Aug 2-4' 1-2'Pink

Solidago rugosa'Fireworks'

Rough goldenrod Mesic-Xeric Sep-Oct 2-3' 2-3'Yellow

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/GrassAug-Feb

WILDFLOWERS

Herbaceous

Herbaceous

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Symphyotrichumoblongifolium

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Apr-Jun

American bittersweet

Sedum telephium'emperor's wave'

Sedum Mesic-Xeric Jul-Sep 1-1.5' 1-1.5'Red

Rudbeckia hirta Black eyed susan Mesic-Xeric Jun-Aug 1-3' 1-2'Yellow Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Sedum spurium 'Red Carpet'

Caucasian stonecrop Mesic-Xeric May-Jul .25-.50' 1-2'Red

Achillea 'Feuerland'FIRELAND

Yarrow Mesic-Xeric Jun-Sep 2-3' 1-2'Red

Baptisia australis Blue false indigo Mesic-Xeric May-June 3-4' 3-4'B

Phlox subulata Moss phlox Mesic-Xeric Mar-May White

Penstemon digitalis beardtounge Mesic-Xeric 3-5' 1-2'White

.25-.50'

VINES

1-2'

Parthenocissusquinquefolia Herbaceous/VineMay-AugVirginia creeper Mesic-Xeric 5-10'30-50'G/W

Herbaceous/VineCampsis radicans Trumpetcreeper Mesic-Xeric Jul-Aug Orange

Herbaceous/VineCelastrus scandens W/YMesic-Xeric May-Jun 15-20' 3-6'

30-50' 5-10'

WILDFLOWERS

PHOTO

PHOTO

Yucca filamentosa Adam's needle Mesic-Xeric Jun-Jul 4-8' 2-3' ShurbC w

Spiraea alba Meadowsweet Mesic Jul-Aug 3-4' 3-4' Shurbw

TREES PHOTO BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Rhus typhina Staghorn sumac Mesic-Xeric Jun-Jul

Cercis canadensis f. alba Eastern redbud Mesic Apr-May

Aralia spinosa Devils walking stick Jul-Aug

Juniperus communis Common juniper Mesic-Xeric Non blooming

Juniperus virginiana'Grey Owl'

Red cedar Mesic Non blooming

Ceanothus americanus New jersey tea Xeric-Mesic May-Jul

Vaccinium angustifolium Low bush blueberry May-Jun

Hypericum densiflorum Bushy st. johns wort Mesic-Xeric Jul-Sep

15-25' 20-30' Canopy/Understory

15-30' 15-30' Canopy/Understory

Mesic-Xeric 10-20' 6-10' Canopy/Understory

1-1.5' 4-6' Shrub

2-3' 2-4'

3-4' 3-5' Shrub

.5-2' 1-2' Shrub/Understory

1-6' 3-6' Shurb

SHRUBS

Shrub

White

Green

Green

White

White

G/Y

Mesic-Xeric White

Yellow

GRASSES

Bouteloua gracilis Blue grama Mesic-Xeric Jun-Aug 1-2' 1-2' Herbaceous/GrassR/P

Schizachyrium scoparium Little bluestem Mesic-Xeric Aug-Feb 2-4' 1-2'Purplish

Pennisetum alopecuroides'Little Bunny'

Fountain grass Mesic-Xeric Aug-Oct 1-2' 1-2'W/G

Festuca glauca 'Elijah Blue' Blue fescue Mesic-Xeric Jun-Jul .75-1' 1-2'G/P

Eragrostis spectabilis Purple lovegrass Mesic-Xeric 1-2' 2-3'Bronze

Aromatic aster Mesic-Xeric Aug-Sep 1-3' 1-3' HerbaceousB/P

Liatris spicata Blazing star Mesic-Xeric Jul-Aug 2-4' 1-2'Pink

Solidago rugosa'Fireworks'

Rough goldenrod Mesic-Xeric Sep-Oct 2-3' 2-3'Yellow

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/Grass

Herbaceous/GrassAug-Feb

WILDFLOWERS

Herbaceous

Herbaceous

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Symphyotrichumoblongifolium

BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Apr-Jun

American bittersweet

Sedum telephium'emperor's wave'

Sedum Mesic-Xeric Jul-Sep 1-1.5' 1-1.5'Red

Rudbeckia hirta Black eyed susan Mesic-Xeric Jun-Aug 1-3' 1-2'Yellow Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Sedum spurium 'Red Carpet'

Caucasian stonecrop Mesic-Xeric May-Jul .25-.50' 1-2'Red

Achillea 'Feuerland'FIRELAND

Yarrow Mesic-Xeric Jun-Sep 2-3' 1-2'Red

Baptisia australis Blue false indigo Mesic-Xeric May-June 3-4' 3-4'B

Phlox subulata Moss phlox Mesic-Xeric Mar-May White

Penstemon digitalis beardtounge Mesic-Xeric 3-5' 1-2'White

.25-.50'

VINES

1-2'

Parthenocissusquinquefolia Herbaceous/VineMay-AugVirginia creeper Mesic-Xeric 5-10'30-50'G/W

Herbaceous/VineCampsis radicans Trumpetcreeper Mesic-Xeric Jul-Aug Orange

Herbaceous/VineCelastrus scandens W/YMesic-Xeric May-Jun 15-20' 3-6'

30-50' 5-10'

WILDFLOWERS

PHOTO

PHOTO

Yucca filamentosa Adam's needle Mesic-Xeric Jun-Jul 4-8' 2-3' ShurbC w

Spiraea alba Meadowsweet Mesic Jul-Aug 3-4' 3-4' Shurbw

12'-3" 6'-0" 70'-3" 8'-0" 6'-0" 8'-0" 43'-8" 6'-0" 19'-0" 19'-3" 21'-0" 10'-4"19-0"

Upland plantings Meadow mix Meadow mix Meadow mixBuilding void Proposed pergola

Raisedwood path

Scale: NTS

30

2'

2' 2'

2' 2'

2'

2'

2'

2'

2'

2'

2'

3'

3'

4'

4'

3'

3'

4'

4'

PLANTING PLAN

TREES PHOTO BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Rhus typhina Staghorn sumac Mesic-Xeric Jun-Jul

Cercis canadensis f. alba Eastern redbud Mesic Apr-May

Juniperus communis Common juniper Mesic-Xeric Non blooming

Juniperus virginiana'Grey Owl'

Red cedar Mesic Non blooming

Ceanothus americanus New jersey tea Xeric-Mesic May-Jul

Vaccinium angustifolium Low bush blueberry May-Jun

Hypericum densiflorum Bushy st. johns wort Mesic-Xeric Jul-Sep

15-25' 20-30' Canopy/Understory

15-30' 15-30' Canopy/Understory

1-1.5' 4-6' Shrub

2-3' 2-4'

3-4' 3-5' Shrub

.5-2' 1-2' Shrub/Understory

1-6' 3-6' Shurb

SHRUBS

Shrub

White

Green

Green

White

G/Y

Mesic-Xeric White

Yellow

GRASSES

Bouteloua gracilis Blue grama Mesic-Xeric Jun-Aug 1-2' 1-2' Herbaceous/GrassR/P

Schizachyrium scoparium Little bluestem Mesic-Xeric Aug-Feb 2-4' 1-2'Purplish

Festuca glauca 'Elijah Blue' Blue fescue Mesic-Xeric Jun-Jul .75-1' 1-2'G/P

Sedum telephium'emperor's wave'

Sedum Mesic-Xeric Jul-Sep 1-1.5' 1-1.5'Red

Aromatic aster Mesic-Xeric Aug-Sep 1-3' 1-3' HerbaceousB/P

Liatris spicata Blazing star Mesic-Xeric Jul-Aug 2-4' 1-2'Pink

Solidago rugosa'Fireworks'

Rough goldenrod Mesic-Xeric Sep-Oct 2-3' 2-3'Yellow

Rudbeckia hirta Black eyed susan Mesic-Xeric Jun-Aug 1-3' 1-2'Yellow

Herbaceous/Grass

Herbaceous/Grass

WILDFLOWERS

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Sedum spurium 'Red Carpet'

Caucasian stonecrop Mesic-Xeric May-Jul .25-.50' 1-2'Red

Achillea 'Feuerland'FIRELAND

Yarrow Mesic-Xeric Jun-Sep 2-3' 1-2'Red

Baptisia australis Blue false indigo Mesic-Xeric May-June 3-4' 3-4'B

Phlox subulata Moss phlox Mesic-Xeric Mar-May White

Penstemon digitalis beardtounge Mesic-Xeric Apr-Jun 3-5' 1-2'White

.25-.50' 1-2'

VINES

Herbaceous/VineParthenocissusquinquefolia Virginia creeper Mesic-Xeric May-Aug 30-50' 5-10'G/W

Symphyotrichumoblongifolium

ILLUSTRATIVE PLANT SCHEDULE

TREES PHOTO BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Rhus typhina Staghorn sumac Mesic-Xeric Jun-Jul

Cercis canadensis f. alba Eastern redbud Mesic Apr-May

Juniperus communis Common juniper Mesic-Xeric Non blooming

Juniperus virginiana'Grey Owl'

Red cedar Mesic Non blooming

Ceanothus americanus New jersey tea Xeric-Mesic May-Jul

Vaccinium angustifolium Low bush blueberry May-Jun

Hypericum densiflorum Bushy st. johns wort Mesic-Xeric Jul-Sep

15-25' 20-30' Canopy/Understory

15-30' 15-30' Canopy/Understory

1-1.5' 4-6' Shrub

2-3' 2-4'

3-4' 3-5' Shrub

.5-2' 1-2' Shrub/Understory

1-6' 3-6' Shurb

SHRUBS

Shrub

White

Green

Green

White

G/Y

Mesic-Xeric White

Yellow

GRASSES

Bouteloua gracilis Blue grama Mesic-Xeric Jun-Aug 1-2' 1-2' Herbaceous/GrassR/P

Schizachyrium scoparium Little bluestem Mesic-Xeric Aug-Feb 2-4' 1-2'Purplish

Festuca glauca 'Elijah Blue' Blue fescue Mesic-Xeric Jun-Jul .75-1' 1-2'G/P

Sedum telephium'emperor's wave'

Sedum Mesic-Xeric Jul-Sep 1-1.5' 1-1.5'Red

Aromatic aster Mesic-Xeric Aug-Sep 1-3' 1-3' HerbaceousB/P

Liatris spicata Blazing star Mesic-Xeric Jul-Aug 2-4' 1-2'Pink

Solidago rugosa'Fireworks'

Rough goldenrod Mesic-Xeric Sep-Oct 2-3' 2-3'Yellow

Rudbeckia hirta Black eyed susan Mesic-Xeric Jun-Aug 1-3' 1-2'Yellow

Herbaceous/Grass

Herbaceous/Grass

WILDFLOWERS

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Sedum spurium 'Red Carpet'

Caucasian stonecrop Mesic-Xeric May-Jul .25-.50' 1-2'Red

Achillea 'Feuerland'FIRELAND

Yarrow Mesic-Xeric Jun-Sep 2-3' 1-2'Red

Baptisia australis Blue false indigo Mesic-Xeric May-June 3-4' 3-4'B

Phlox subulata Moss phlox Mesic-Xeric Mar-May White

Penstemon digitalis beardtounge Mesic-Xeric Apr-Jun 3-5' 1-2'White

.25-.50' 1-2'

VINES

Herbaceous/VineParthenocissusquinquefolia Virginia creeper Mesic-Xeric May-Aug 30-50' 5-10'G/W

Symphyotrichumoblongifolium

PLANTING PLAN, SCHEDULE, AND DETAILS

Displayed is the planting plan, planting schedule and two site details of the proposed green roof design.

2'

2' 2'

2' 2'

2'

2'

2'

2'

2'

2'

2'

3'

3'

4'

4'

3'

3'

4'

4'

PLANT SCHEDULE

PLANT SCHEDULE (meadow mix)

TREES PHOTO BOTANICAL NAME COMMON NAME COLORBLOOM TIME HEIGHT SPREADCOMMUNITY CHARACTERISTIC

Rhus typhina Staghorn sumac Mesic-Xeric Jun-Jul

Cercis canadensis f. alba Eastern redbud Mesic Apr-May

Juniperus communis Common juniper Mesic-Xeric Non blooming

Juniperus virginiana'Grey Owl'

Red cedar Mesic Non blooming

Ceanothus americanus New jersey tea Xeric-Mesic May-Jul

Vaccinium angustifolium Low bush blueberry May-Jun

Hypericum densiflorum Bushy st. johns wort Mesic-Xeric Jul-Sep

15-25' 20-30' Canopy/Understory

15-30' 15-30' Canopy/Understory

1-1.5' 4-6' Shrub

2-3' 2-4'

3-4' 3-5' Shrub

.5-2' 1-2' Shrub/Understory

1-6' 3-6' Shurb

SHRUBS

Shrub

White

Green

Green

White

G/Y

Mesic-Xeric White

Yellow

GRASSES

Bouteloua gracilis Blue grama Mesic-Xeric Jun-Aug 1-2' 1-2' Herbaceous/GrassR/P

Schizachyrium scoparium Little bluestem Mesic-Xeric Aug-Feb 2-4' 1-2'Purplish

Festuca glauca 'Elijah Blue' Blue fescue Mesic-Xeric Jun-Jul .75-1' 1-2'G/P

Sedum telephium'emperor's wave'

Sedum Mesic-Xeric Jul-Sep 1-1.5' 1-1.5'Red

Aromatic aster Mesic-Xeric Aug-Sep 1-3' 1-3' HerbaceousB/P

Liatris spicata Blazing star Mesic-Xeric Jul-Aug 2-4' 1-2'Pink

Solidago rugosa'Fireworks'

Rough goldenrod Mesic-Xeric Sep-Oct 2-3' 2-3'Yellow

Rudbeckia hirta Black eyed susan Mesic-Xeric Jun-Aug 1-3' 1-2'Yellow

Herbaceous/Grass

Herbaceous/Grass

WILDFLOWERS

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Herbaceous

Sedum spurium 'Red Carpet'

Caucasian stonecrop Mesic-Xeric May-Jul .25-.50' 1-2'Red

Achillea 'Feuerland'FIRELAND

Yarrow Mesic-Xeric Jun-Sep 2-3' 1-2'Red

Baptisia australis Blue false indigo Mesic-Xeric May-June 3-4' 3-4'B

Phlox subulata Moss phlox Mesic-Xeric Mar-May White

Penstemon digitalis beardtounge Mesic-Xeric Apr-Jun 3-5' 1-2'White

.25-.50' 1-2'

VINES

Herbaceous/VineParthenocissusquinquefolia Virginia creeper Mesic-Xeric May-Aug 30-50' 5-10'G/W

Symphyotrichumoblongifolium

2"1 2"1"

112"

3Section of Geofoam elevated soil with tree planting

Scale: 1”= 1’-0”

Vegetation

Soil media

Drainage layer with filter

Geofoam blocks

Root barrierProtection fabric

Structural roof deckWaterproof membraneInsulation layer

2"1 2"1"

112"

1'-0

"

2Section of green roof elements

Scale: 1”= 1’-0”

Vegetation

Soil media

Irrigation systemDrainage layer with filter

Root barrierProtection fabric

Structural roof deckWaterproof membraneInsulation layer

32

Scale: NTS

Scale: NTS Scale: NTS

ENGINEERING II GRADING PLANAmbler, PAEngineering II ProjectPROJECT DISCRIPTION: For this engineering II project we were to develop a technical grading plan and site layout, incorporating a child care and office building into the site. Storm water management was a key focus and rain gardens, basins, retention systems, and piping systems were required to mitigate stormwater runoff. We were to develop the site within existing property lines and to not interfere with the wetland buffer area to the north of the site.

GRADING PLAN+ SITE DESIGN

Displayed is the proposed technical grading plan and site layout for a childcare and office building site.

(203)

(202)

(201)

(200)

(199)

(198)

(197)

(196)

(195)

(194)

(193)

(192)

202

201

200

199

198

197

199

198 197

196

19819

719

6

201

200

199

198

197 196 195194 193

192

(201)(200)

(202)(203)

(204

)

(205)(20

6) (206)

(205)

(204)

(200)

(201)

(202)

(196)

(197)

(198)

(199)

(200)

(201)

(202)

(203)

(204)

(205)

(206)

(195)

197197

196195194

203202

201

200

199

198197196195194

203

202

201

200199198

205

204

203

202

206

204

203

202

201

202201200

X LP 203

204

203

202

201

200

203

203

202201

X LP 202.80

203202

201200199198197

197198199200200

200201202

+203.50

+203.50

PROPOSED CHILD

CARE CENTER

FFE 203.50

PROPOSED OFFICEBUILDINGFFE 203.50

+203.50

+203.50

+203.50

+203.50

+203.50

203.50+

203.50+

203.50+

+201.15

+203.20

202.50+

+199.45

+196.30

X 200.80 203.86 X

198.23 X

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE

PR

OP

ER

TY LINE

50' BLDG. SETBACK

50' BLDG. SETBACK

50' BLDG SETBACK50' BLDG SETBACK

50' WETLAND BUFFER

50' WETLAND BUFFER

RAINGARDEN

RAIN GARDEN

DRAINAGEBASIN

DRAINAGEBASIN

DRAINAGEBASIN

201

200

EX. TRAIL

EX. TRAIL

G1

ENGINEERING II GRADING PLANAmbler, PAEngineering II Project

Note: All pipes are 12" rcp @ 1% slope unless otherwise noted

34

SELECTED HAND RENDERINGSAmbler, PAVarious projects

HAND RENDERINGS

Displayed are selected hand drawings from design classes while attending Temple University

36

SELECTED HAND RENDERINGSAmbler, PAVarious projects

DEREK SUOMI Temple University Class of 2017 Landscape Architecture

Email: [email protected]

Phone: 202.510.8039

Address: 229 W Upsal St. #803 Philadelphia, PA 19119

THANK YOU