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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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05
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esig
nFountain House
Engineering II Hand Renderings
Library Plaza Library Green Roof
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
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