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H i n d m a n - H a r v e y
P O R T F O L I O
C O N T E N T S RESUME PROFESSIONAL EXPERIENCE LRSLAStudio Inc. Verdant Temple: Temple University Landscape Architecture Master Plan City Hall North Apron University of Pennslyvania - Gegory House
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O u t l i e r, L L C Carlyle Ribbon of Light
L+A Landscape Architecture M i t o s i s C r o o ke d F e n c e
PUBLIC ART Modal Glow S E P TA A r t I n Tr a n s i t
A C o m m o n Wo o d B u r l i n t o n V T P o c ke t P a r k
L i z z y H i n d m a n - H a r ve y
3 0 5 M o n t ro s e S t re e t , P h i l a d e l p h i a PA 1 9 1 4 7 h i n d m a n h a r ve y @ g m a i l . c o m 919.357.4606
Ed u c a ti o n T h e R h o d e I s l a n d S c h o o l o f D e s i g n - Pr o v i d e n c e R I M a ste rs o f L a n d s c a p e A rc h i te c t u re , G ra d u ate d 2 0 1 0
H a r v a r d U n i v e r s i t y - C a m b r i d ge M A
C a re e r D i s c o ve r y P ro g ra m , S u m m e r 2 0 0 6
G u i l f o r d C o l l e ge - G r e e n s b o r o N C
B a c h e l o rs o f S c i e n c e i n S o c i o l o g y w i t h a m i n o r i n H i sto r y, G ra d u ate d 2 0 0 2
Universit y of Nor th Carolina - Chapel Hill - Chapel Hill NC Po st - B a c c a l a u re ate wo r k i n P r i n t m a k i n g , B i o l o g y, a n d B o ta ny, 2 0 0 4 - 2 0 0 7
Pr o f e s s i o n a l E x p e r i e n c e L a n d s c a p e D e s i g n e r, L R S L A S t u d i o i n c ., Ph i l a d e l p h i a PA , 201 3 – 201 5 L e a d D e s i g n e r o n Te m p l e U n i ve rs i t y L a n d s c a p e M a ste r P l a n , U Pe n n G re g o r y H o u s e G a rd e n , C i t y H a l l N o r t h A p ro n Re d e s i g n , Ku t z to w n U n i ve rs i t y M a ste r P l a n , Fo u r B ra n c h Re n o vat i o n o f t h e F re e L i b ra r y o f P h i l a d e l p h i a S p e a r- h e a d e d , d e s i g n e d a n d p ro d u c e d a wa rd s u b m i tta l s a n d s u p p o r t i n g g ra p h i c s C re ate d c o p y tex t fo r m a r ke t i n g m ate r i a l s , p ro p o s a l s , a wa rd s a n d w e b s i te M a n a g e d i n te r n a l sta ff a n d c o n s u l ta n t s to p ro d u c e d e l i ve ra b l e s o n a t i m e l i n e D e s i g n e d a n d d o c u m e n te d c o m p l ex s i te a n d p l a n t i n g p l a n s , te c h n i c a l d e ta i l s a n d p ro d u c e d d ra w i n g s e t s fo r b i d a n d c o n st r u c t i o n C re ate d h i g h - l e ve l 3 D m o d e l s a n d re n d e r i n g s fo r p u b l i c at i o n , i n c l u d i n g t h e A rc h i te c t ’s N e w s p a p e r a n d P l a n P h i l l y
A d j u n c t Fa c u l t y, Ph i l a d e l p h i a U n i v e r s i t y, L a n d s c a p e A r c h i t e c t u r e, 201 2-201 3
C o u rs e s ta u g h t : U r b a n D e s i g n 1 , D i g i ta l G ra p h i c s , a n d E nv i ro n m e n ta l Po l i c y C o u rs e s c o - ta u g h t : C o n st r u c t i o n D o c u m e n t s A d v i s e d t h e u s e o f d i g i ta l a n d m a n u a l g ra p h i c p ra c t i c e s C o o rd i n ate d w i t h L a n d s c a p e A rc h i te c t u re D e p a r t m e n t D i re c to r, C l a u d i a P h i l l i p s a n d o t h e r fa c u l t y to a c h i e ve c o u rs e g o a l s D e ve l o p e d w e e k l y s l i d e l e c t u re s a n d i n c l a s s exe rc i s e s O rga n i ze d a n a n n u a l t r i p to Wa s h i n gto n D C to to u r s i g n i f i c a n t wo r ks o f L a n d s c a p e A rc h i te c t u re
L a n d s c a p e D e s i g n e r, S t u d i o|B r y a n H a n e s , Ph i l a d e l p h i a PA , 2011 – 201 2
L e a d D e s i g n e r o n Ro d e p h S h a l o m Sy n a g o g u e , T h re e L o ga n To w e r P l a za , 3 7 t h S t Pe d e st r i a n M a l l , a n d T h e N av y Ya rd E n t r y S e q u e n c e at 2 6 t h S t . S u p e r v i s e d i n sta l l at i o n o f T h e N av y Ya rd E n t r y S e q u e n c e M a n a g e d o t h e r sta ff m e m b e rs to c o m p l e te p re s e n tat i o n s o n a d e a d l i n e D e ve l o p e d c o m p l ex p l a n t i n g p l a n s , c o m p l e te w i t h b u l b p ro g ra m s C re ate d h i g h - l e ve l re n d e r i n g s fo r c l i e n t s a n d c o m p e t i t i o n s
L a n d s c a p e D e s i g n e r, L+A L a n d s c a p e A r c h i t e c t u r e, Pr o v i d e n c e R I , W i n t e r a n d S u m m e r 2010 C re ate d n e w s i g n a g e fo r t h e U n i o n Ve te ra n s M e m o r i a l G ro ve at Ro g e r W i l l i a m s Pa r k D e s i g n e d re s i d e n t i a l a n d h i sto r i c ga rd e n s i n p a r t n e rs h i p w i t h P r i n c i p a l , Ro n H e n d e rs o n , A I A , A S L A Re s e a rc h e d a n d d e s i g n e d g ra p h i c s fo r Ro n ’s b o o k , T h e G a rd e n s o f S u z h o u
C o m p u te r S k i l l s P ro f i c i e n t i n A d o b e C C s u i te , Ve c to r wo r ks , A u to C A D, 3 D S t u d i o M ax , R h i n o V 5 , S ke tc h U p M a ke , M i c ro s o f t O ff i c e S u i te , Po w e r Po i n t , G o o g l e Ea r t h a n d V i r t u a l Ea r t h ,
H o n o r s a n d Awa r d s 2 0 1 5 H o w We P l ay, w i t h L RS L A st u d i o 2 0 1 3 N o m i n ate d A r t i st b y M a rs h a M o s s , S c u l p t u re fo r t h e S m i l o w C e n te r fo r Tra n s l at i o n a l M e d i c i n e 2 0 1 2 F i n a l i st , S E P TA A r t i n Tra n s i t : 3 3 rd a n d D a u p h i n B u s L o o p Re v i ta l i zat i o n 2 0 1 2 H o n o ra b l e M e n t i o n , Re - S t i tc h Ta m p a I n te r n at i o n a l I d e a s C o m p e t i t i o n w i t h S t u d i o | B r ya n H a n e s
V i si ti n g A p p o i ntm e nt s 2 0 1 3 T h e B a r n e s Fo u n d at i o n , H i sto r y o f U r b a n A g r i c u l t u re , a n d S u sta i n a b l e S i te s
V i s i ti n g C r i ti c 2013 2012 2012 2012 2011 2010 2010 2009 2009
P h i l a d e l p h i a U n i ve rs i t y, S a ra h E n d r i s s , S i te Ec o l o g y D e s i g n P h i l a d e l p h i a U n i ve rs i t y, C l a u d i a P h i l i p s , S i te D e s i g n , P h i l a d e l p h i a U n i ve rs i t y, K i m D o u g l a s , L A rc h D e p a r t m e n t ’s “ S p e e d D at i n g ” S wa r t h m o re C o l l e g e , J a ke B e c k m a n , A r t i n P u b l i c R I S D, J a ke B e c k m a n a n d C r ysta l E l l i s , C o n st r u c t i n g t h e I n f i n i te G S D, H a r va rd U n i ve rs i t y, J u l i e G a w e n d o, C a re e r D i s c o ve r y R I S D, A l exa n d e r M c C a rga r, I n t ro d u c t i o n to A rc h i te c t u ra l D e s i g n R I S D, D r. E l i za b e t h D e a n H e r m a n , N a r rat i ve F l o w s I I T h e BA C , C o l l e e n C l i n e s , S u m m e r A c a d e my
E x h i b i ti o n s 2 0 1 3 - P re s e n t S m i l o w C e n te r fo r Tra n s l at i o n a l M e d i c i n e ( Pe r m a n e n t c o l l e c t i o n ) 2 0 1 0 R I S D M L A G ra d u ate T h e s i s S h o w 2 0 1 0 R I S D L a n d s c a p e A rc h i te c t u re A c c re d i tat i o n S h o w 2 0 1 0 A n n u a l R I S D L a n d s c a p e A rc h i te c t u re E x h i b i t 2 0 0 9 A n n u a l R I S D L a n d s c a p e A rc h i te c t u re E x h i b i t 2 0 0 8 A n n u a l R I S D L a n d s c a p e A rc h i te c t u re E x h i b i t 2006 UNC-CH Printmaking Exhibition
P R O F E S S I O N A L E X P E R I E N C E LRSLAStudio, Inc. Studio|Bryan Hanes O u t l i e r, L LC
Susquehanna
Diamond
Edberg - Olsen Regional Watershed
Norris
Athletic Regional Watershed
Quad Regional Watershed
Berks
Montgomery
Columbia Park Regional Watershed
Cecil B. Moore
Oxford
Regional Subsurface System Watershed Boundary 10th
11th
12th
13th
Broad
15th
16th
17th
Jefferson N
0
250
500
Susquehanna
Diamond
1 3
5
7
9
6
8
10
11 12
2
Norris
22
24
32
Berks
34
33
Montgomery
Cecil B. Moore 53
10th
11th
12th
13th
Broad
15th
16th
17th
Oxford
N
STORMWATER STUDY AREA GROUND CONDITIONS (ACRES) 108 23 131
Impervious Pervious Total
IMPERVIOUS CONDITIONS (ACRES) 61 47 108
Ground Roof Total
TEMPLE ONLY GROUND CONDITIONS (ACRES) 81 23 104
Impervious Pervious Total
IMPERVIOUS CONDITIONS (ACRES) 34 47 81
Ground Roof Total
R.O.W GROUND CONDITIONS (ACRES) 27 0 27
Impervious Pervious Total
IMPERVIOUS CONDITIONS (ACRES) 27 0 27
Ground Roof Total
0
200
400
PROJECT
FIRM CLIENT ROLE
Ve r d a n t Te m p l e : Te m p l e U n i v e r s i t y L a n d s c a p e Architecture Master Plan LRSLAStudio, Inc. Te m p l e U n i v e r s i t y Lead Designer Assistant Graphic Designer Assistant Project Manager
CONCEPT VERDANT TEMPLE was the first cohesive strategic plan to unify the campus’ chaotic landscape in the history o f t h e U n i v e r s i t y. V E R D A N T T E M P L E r i g o r o u s l y s t u d i e d a l l s y s t e m s o f Te m p l e ’s d e n s e u r b a n c a m p u s ( s o c i a l , v e g e t a t i o n , p u b l i c a r t , l i g h t i n g , s t o r m w a t e r, p e d e s t r i a n and bicycle circulation, wayfinding and design guidelines) and created interconnected recommendations for future d e v e l o p m e n t t h a t w o r k i n t a n d e m w i t h p r a c t i c a l a n d c o s teffective design standards. V E R D A N T T E M P L E a l s o p r o v i d e d Te m p l e w i t h a l o c a t i o n to establish a new signature Campus Green through detailed comparative studies of other significant colleges and universities as well as phased demolition studies of ex i s t i n g o u t d a t e d b u i l d i n g s .
PROGRAM LO C AT I O N
Axon of proposed layered campus wide stormwater systems (far left). Diagrams illustrating proposed regional underground stormwater detention systems and respective watersheds (top). Proposed stormwater bumpouts and stormwater tree trenches and street related watersheds (middle). Analysis of impervious and pervious conditions both on Campus and within the Right of Wa y ( R O W ) ( b o t t o m ) .
Landscape Master Plan, Urban Design P h i l a d e l p h i a PA
Susquehanna
Diamond
Norris
Berks
Montgomery
Cecil B. Moore
Existing tree inventory and tree family analysis
FAMILY 15.3% 14.2% 12.4% 12.1% 9.9% 9.5% 4.0% 3.8% 3.3% 3.1%
Sapindaceae Rosaceae Fagaceae Fabaceae Betulaceae Platanaceae Ginkgoaceae Ulmaceae Pinaceae Tiliaceae
2.7% 2.3% 2.2%
Magnoliaceae Oleaceae Hamamelidaceae
1.5% 1.3% 0.7% 0.5% 0.4% 0.4% 0.2%
Aquifoliaceae Cupressaceae Cornaceae Styracaceae Cercidiphyllaceae Taxodiaceae Juglandaceae
10th
11th
12th
13th
Broad
15th
16th
17th
Oxford
N
0
200
Susquehanna
Food Trucks Dining Hall Diamond
Temple Operated Restaurant/Take Out Cafe or Deli
Norris
Student Health Day Care
Berks
-1/
8M
ile
Entertainment Independent Restaurant/Take Out
a lk 2.5 M
in u
te
W
Retail
1/ 4M ile
Montgomery
alk W te inu 5M
Fitness
Cecil B. Moore
TU Housing Non-TU Housing 10th
11th
12th
13th
Broad
15th
16th
17th
Oxford
N
0
200
Student Center
400
A n a l y s i s o f ex i s t i n g c a m p u s social life through building programming
University of Virginia
Average Ratio 1:4.30
Area
Dimensions
Average Building Height
Ratio H:W
174,011 sq. ft.
916 ft x 200 ft
+/- 44.5 ft
1:4.49
146,171 sq. ft.
640 ft x 238 ft
+/- 57 ft
1:4.17
121,879 sq. ft.
344 ft x 344 ft
+/- 99 ft
1:3.47
124,502 sq. ft.
435 ft x 288 ft
+/- 65 ft
1:4.43
Average Ratio
Harvard University
University of Pennsylvania
Formal Event 7,200 People 12 Tents 600 People Per Tent Media/Water/Power 112’ x 100’ Event Tent 72” Round Table, 8 Chairs N
Washington Square, Philadelphia
306,448 sq. ft.
517 ft x 517 ft
+/- 105 ft
1:4.92
Temple 20/20 Quad
104,678 sq. ft.
510 ft x 215 ft
+/- 51 ft
1:4.21
Quad Scale Study 1
183,633 sq. ft.
515 ft x 350 ft
+/- 75 ft
1:4.66
Quad Scale Study 2A
187,642 sq. ft.
475 ft x 380 ft
+/- 81 ft
1:4.69
0
50
100
Outdoor Festival 5,000 People Media/Water/Power Mobile Food Vendor Event Tent 30’ x 50’ Stage N
Quad Scale Study 2B
256,523 sq. ft.
500 ft x 475 ft
+/- 84 ft
1:5.65
Quad Scale Study 3
201,322 sq. ft.
500 ft x 316 ft
+/- 96 ft
1:3.29
0
Comparative spatial studies for proposed Campus Green.
50
100
Intersection Studies
Montgomery Ave
Broad
Street
TYPICAL BROAD STREET INTERSECTION
Scale 1"=10'-0"
SAWCUT CONCRETE JOINTS
SAWCUT CONCRETE JOINTS OR PRECAST CONCRETE UNIT PAVERS
PRECAST CONCRETE UNIT PAVERS
A
+/- 8' FURNISHING ZONE
+/- 12'-6" WALK ZONE
B
+/- 8' FURNISHING ZONE
+/- 12'-6" WALK ZONE
C
+/- 8' FURNISHING ZONE
+/- 12'-6" WALK ZONE
SAWCUT CONCRETE JOINTS
SAWCUT CONCRETE JOINTS
SAWCUT CONCRETE JOINTS OR PRECAST CONCRETE UNIT PAVERS
PRECAST CONCRETE UNIT PAVERS
D
BROAD STREET SIDEWALK OPTIONS
Detailed studies of campus intersection with proposed traffic calming bumpouts. Paving material, patterns, and tree grate size were considered. (Above) Rendered proposal for midblock bumpout that would act as stormwater infiltration as well as a social space that would i n t eA ract with the food truck culture of the campus. (Right)
+/- 8'
+/- 12'-6"
FURNISHING ZONE
WALK ZONE
Scale 1/8"=1'-0"
B
BROAD STREET CROSSWALK & CORNER OPTIONS
C Scale 1/8"=1'-0"
13th St
Norris St
TYPICAL CAMPUS INTERSECTION
A
+/- 6'-6"
+/- 6'
FURNISHING ZONE
WALK ZONE
SAWCUT CONCRETE JOINTS
SAWCUT CONCRETE JOINTS
SAWCUT CONCRETE JOINTS OR PRECAST CONCRETE UNIT PAVERS
PRECAST CONCRETE UNIT PAVERS
B
+/- 6'-6"
+/- 6'
FURNISHING ZONE
WALK ZONE
TYPCIAL SIDEWALK OPTIONS
A
Scale 1"=10'-0"
w ater Flo Stormw
TYPICAL CROSSWALK OPTIONS
C
SAWCUT CONCRETE JOINTS OR PRECAST CONCRETE UNIT PAVERS
+/- 6'-6"
+/- 6'
FURNISHING ZONE
WALK ZONE
Scale 1/8"=1'-0"
B
n ratio
InfiClt
Scale 1/8"=1'-0"
JOHN F. KENNEDY BOULEVARD (VARIABLE WIDTH) (LEGALLY OPEN - ON CITY PLAN) PARKING ONE WAY PARKING EXISTING HISTORIC MARKER SIGN
37
37 W V
E
U JB
38
U JB
W V
W
PB
38
T
W V
U JB
W V
PB
W W V V
PB
EXISTING GENERAL MCCLELLAN STATUE
PB
EXISTING REYNOLDS GETTYSBURG STATUE
PB
W
PB PRB
S
S
PRB PRB
38
39 40
PB RESET TOP TREAD, ALL GRANITE TO BE CLEANED
S
EXISTING BALDWIN STATUE
37
38
EXISTING STATUE
T
40 40
BROAD STREET SUBWAY EXIT STAIRS
U E J B
U
U
STAIRWELL
40
40 PHILADELPHIA CITY HALL 9 STORY MASONRY BUILDING
MATERIALS PLAN-PHASE 1 SCALE=1/16"=1'0"
1.0
4.
SUBMITTALS
A.
Submit prior to delivery of materials to site.
B.
Product data: Submit product literature or tear sheets with name of product and manufacturer. 1. 2. 3. 4. 5. 6.
C.
1.2
Formwork Concrete Joint filler Accessories Curing compounds Stone aggregate
D.
Test reports: 1. 2.
1. Stone aggregate in the form of 1/2 lb. bag for not less than four different sets of aggregate mixes showing full range of options available for types of aggregate indicated.
ALTERNATE 2' AND 3' BANDS
QUALITY ASSURANCE
Contractor shall have had experience with at least two (2) other projects of similar scope and complexity and shall perform work with personnel totally familiar with exposed aggregate concrete installation and under the supervision of an experienced foreperson.
B.
Field-Constructed Initial Sample for Owner/Architect Acceptance: Before casting sample panels, obtain Landscape Architect’s approval from aggregate mix options submitted under “Submittal Samples”. Provide sample panel of concrete as specified herein. Build mock-up in place at the site and obtain Architects and Landscape Architect's acceptance of visual qualities of sample panels before commencing work. Replace unsatisfactory mock-up work until acceptance is obtained. Mock-up may be used as part of the work if conforming to specified requirements and accepted by Architect, Landscape Architect and Owner. Accepted mock-up establishes minimum standard of quality and workmanship for work. 1. 2.
T
5'-0"TYP.
Development and approval of the mock-up panels will determine the final exposed aggregate concrete mix, aggregates, and amount of exposure. Build panel of full thickness and approximately 6' x 6', using 1/4” to 3/8” nominal range aggregates, and joint materials and build panel of full thickness and approximately 6' x 6', W W V V
+/- 5'-10"
SECTION 02870 SITE FURNISHINGS
1.5
PART 2 - PRODUCTS
C.
Conform to applicable code for disposal of debris.
D.
Procure and pay for permits and licenses required for work.
SUBMITTALS A.
38
1.2
Section includes: 1. Bollard
A.
B.
4. 5.
2'-0"
MATERIALS Anchors, Fasteners, Fittings, and Hardware: Provide Stainless steel; commercial quality, tamperproof, vandal and theft resistant unless indicated otherwise on the Drawings.
B.
Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107; recommended in writing by manufacturer, for exterior applications.
C.
Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydrauliccontrolled expansion cement formulation for mixing with potable water at Project site to create pourable anchoring, patching, and grouting compound; resistant to erosion from water exposure without needing protection by a sealer or waterproof coating; recommended in writing by manufacturer, for exterior applications.
2.2
S
+/- 5'-2"
2'-0"
2.
Locking Design: Bollard twists into base and is held secure with key lock
3.
Bollard Material: 9" 6061 Aluminum Tubing with 1/4” wall thickness
4.
Bollard Height: to match existing at Dilworth Plaza
5.
Bollard Dimensions: 9” Dia.
6.
Bollard Weight: The individual bollards each weigh approximately 120 lbs.
7.
Foundation: As recommended by the Manufacturer.
8.
Finish: (Basalt Grey, RAL 7012) Powder Coat
S
9.
Cam Lock to secure bollard in place
10.
6B.00.09.01 (Bollard Cap)
11.
6B.00.09.02-B (Bollard Tube)
"
6'-0
12.
6B.00.09.03-B (Bollard Sheath) Eyebolt, Forged with Nut (McM No. 3014T866)
+/-3'-8" Examine areas and conditions, with Landscape Architect and Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected.
INSTALLATION Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required. Install site furnishings level, plumb, true, and securely anchored and positioned at locations indicated on Drawings. Obtain approval in the field by Landscape Architect prior to securing furnishings in place. Do not anchor furnishings without approval from Landscape Architect.
Fixed Decorative Bollard,
C.
Embedded Installations: Smooth top of concrete or anchoring cement and shaped to shed water. Protect visible portion of furnishings from concrete or anchoring cement splatter. Verify that posts are set plumb or at correct angle and are aligned and at correct height and spacing. Hold posts in position during placement and finishing operations until concrete or anchoring cement is sufficiently cured.
2.
Material: 9" 6061 Aluminum Tubing with 1/4” wall thickness
3.
Bollard Height: to match existing at Dilworth Plaza
4.
Bollard Dimensions: 9” Dia.
5.
Bollard Weight: The individual bollards each weigh approximately 80 lbs.
6.
Finish: (Basalt Grey, RAL 7012) Powder Coat
7.
6B.00.09.01 E (Bollard Cap)
8. 9.
STAIRWELL
J 6B.00.09.06-B (Fixed Bollard) B
U
40
A. B.
Model Nasatka Decorative Fixed Bollard
BROAD STREET SUBWAY EXIT STAIRS
U
3.3
Substitutions: Subject to compliance with requirements, equivalent products of another acceptable manufacturer will be considered upon submission to Architect.
B.
Stone aggregate: Delaware Quarries, Inc. 6603 Route 202, New Hope, PA 18938, or approved equal.
C.
Joint filler: Williams Products, Inc. 1750 Maplelawn Blvd., Troy, MI. 48084, 1-800-521-9594, www.williamsproducts.net, or approved equal.
PARKING
32'-0"
CLEANING AND PROTECTION A.
After completing site furnishing installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish or replace component.
B.
Protect finishes of furnishings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion.
B.
Verify that all surfaces abutting new exposed aggregate concrete pavements are clean, true and free from chips, etc.
C.
Verify alignments of as-built walls and surfaces prior to locating control joints. Verify location of control joints in graphic form to Architect and Landscape Architect prior to placement of joints. Layout of control joints shall be as shown on drawings. All joint lines shall be parallel and perpendicular to building.
A. 2.3 A. B. D. 2.4
Potable water.
Joint Filler: Sponge rubber, Everlastic 1300 Series, meeting ASTM D 1752-84, W Type 1. Color to be selected by Architect. V
B.
Concrete admixtures and curing materials: As required and approved by Architect.
2.5
CONCRETE PAVEMENT MIX
A.
Moisten base to minimize absorption of water from fresh concrete.
Provide concrete to the following criteria: 1. 2. 3.
Compressive strength 28 days: 4000 psi. Slump: 3 inches. Maximum aggregate size: 5/8 inch
14'-0"
33'-0"
Use accelerating admixtures in cold weather only when approved by Architect. Use of admixtures will not relax cold weather placement requirements. Use set-retarding admixtures during hot weather only when approved by Architect.
Place expansion joint filler between new and existing work and as noted on drawings and secure to formwork during concrete placement.
D.
Construct control and construction joints in locations noted on the Drawings. 1. 2. 3.
•
•
Mortar Setting Bed – Pre-blended Type S Masonry Cement Mortar in compliance with ASTM C270. Sealant – One-component, high-performance, non-sag, non-priming, gun-grade, elastomeric polyurethane sealant suitable for vertical or horizontal joints. Meets Federal specification TT-S00230C, Type II, ASTM C-920, Type S, Grade NS, Class 25. Color as selected by Landscape Architect from manufacturer’s full range of standard and custom colors. Joint Backing Material - Section 705.9 and as follows: Flexible, closed cell, non-gassing, polyethylene, rope-like joint backing material of appropriate diameter for specified joint size as indicated on the Drawings to resist pressure during sealant tooling. Provide Backer Rod which does not stain or adhere to sealant materials and be fully compatible with sealant compounds. Mortar Jointing Material- Section 705.7 except as follows: Pre-blended Type N Masonry Cement Mortar in compliance with ASTM C270. Dowels, if in existing stone - Subject to compliance with requirements, provide best-suited anchor system as determined by stone mason. o Stone Anchors: Units fabricated with dowels designed to engage holes in stone units for fastening to substrates as indicated. o Materials: Fabricate dowels from stainless steel, ASTM A 276, Type 304.
+/- 5'-0"TYP.
JB
Form control joints in fresh concrete by grooving top portion with cutting tool and finishing edges with a jointer. Control joints shall be hand-tooled as shown in Drawings. Control joints shall have a depth of at least 1/4 of the concrete thickness. When placement operations are finished or stopped for more than 1/2 hour, concrete shall terminate only at construction joint locations indicated on drawings.
E.
Maintain records of concrete placement. Record date, location of pour, quantity, air temperature and test samples taken.
F.
Do not depress coarse aggregate too deeply when floating.
G.
When concrete is ready, expose the aggregate uniformly and until no noticeable cement film remains on the aggregate. Reveal no more than 1/3 the diameter of the average coarse aggregate particle.
COODINATE JO LOCATION OF DRAIN
+/- 2'-1"
+/- 2'-3"
39 40
Do not attempt to trowel or remove
Rake out joints for pointing with m setting mortar has hardened. Rake
+/- 3'-2"
CONSTRUCTION -
CONSTRUCTION TOLERANCE
+/- 4'-7"
EXECUTION:
MATERIAL •
3
ALTERNATE ALTERNATE AND 2'-3" 6' AND 2'curbs, catch basins, 1. 6'Provide sponge rubber joint filler abutting existing concrete, concrete inlets, manholes and any other fixed objects. BANDS BANDS U
6. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. Remove any independent mockups after completion and acceptance of granite installations.
DESCRIPTION +/5'-7"- This work includes the removal, installation, and cleaning of existing stair treads, with mortar setting bed on existing concrete footing, as documented on the drawings.
Variation from Plumb: For vertica
Examine exposed base surfaces for compliance with requirements for dimensional, grading, and elevation tolerances.
'-9"
Maintain uniform joint widths except for variations due to different stone sizes and where minor variations are required to maintain bond alignment if any. Lay stairs with joints not less than 1/4 inch at narrowest points or more than 1/2 inch at widest points.
9 STORY MASONRY BUILDING
40
Tape-off stone-joint to protect the a Tool joints, with a smooth jointing ADJUSTING AND CLEANING
Remove and replace stone masonry
Broken, chipped, stained, or otherw approved by Landscape Architect. Defective joints.
Provide sealant joints of widths and at locations indicated.
Stone masonry not matching appro
Keep sealant joints free of mortar and other rigid materials.
Stone masonry not complying with
INSTALLATION OF ANCHORED STONE MASONRY Replace anchors as they currently exist. Provide compressible filler in ends of dowel holes to prevent end bearing of dowels on stone. Fill remainder of anchor holes with mortar.
6' x 6' GRID, ALIGN TO BUILDING EDGES
PHILADELPHIA CITY HALL
Prepare joint surfaces for sealant b mortar particles from joint prior to
Sort stone before it is placed to remove stone that does not comply with requirements relating to aesthetic effects, physical properties, or fabrication, or that is otherwise unsuitable for intended use.
Set stone in full bed of mortar unless otherwise indicated. Build anchors into mortar joints as stone is set.
END OF SECTION
Eyebolt, Forged with Nut (McM No. 3014T866)
JOINTING
Use power saws to cut stone that is fabricated with saw-cut surfaces. Cut lines straight and true, with edges eased slightly to prevent snipping.
Set stone to comply with requirements indicated on Drawings. Install supports, fasteners, and other attachments indicated or necessary to secure stone masonry in place. Set stone accurately in locations indicated with edges and faces aligned according to established relationships and indicated tolerances.
40
Variation in Mortar-Joint Thicknes
Variation in Plane between Adjace thickness of stone.
+/-4
Perform necessary field cutting and trimming as stone is set. Do not trim exposed ends or faces. Make cuts at joints or hidden surfaces.
Product Data: For each type of manufactured material and product indicated.
1. Build mockup in location to be determined. Provide at least two (2) adjacent treads. 2. Notify Representative seven days in advance of dates and times when mockups will be constructed and available for review. 3. Obtain Representative's approval of mockups before starting construction. Replace unaccepted mockup work until accepted. 4. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Representative specifically approves such deviations in writing. 5. Maintain approved mockups during construction in an undisturbed condition as a standard for judging the completed pavement.
Measure variation from level, plum face of each stone from level, plum
Clean dirty or stained stone surfaces by removing soil, stains, and foreign materials before setting. Clean stone by thoroughly scrubbing with fiber brushes and then drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh materials or abrasives.
Arrange stones as they currently exist.
Mock-ups: Construct mockups of full-size sections granite stairs to demonstrate typical joints, surface finish, color and standard of workmanship.
Variation from Level: For joints a not exceed 1/4 inch in 20 feet or m
Proceed with installation operations only after nonconforming conditions have been corrected and subgrade is ready to receive planter curb. Complete installation in accordance with drawing documents.
SUBMISSIONS
1. Caulk: Submit full range of caulk colors to match adjacent granite. Landscape Architect to choose up to three (3) colors to test from Manufacturer’s full range of standard and custom colors, for each granite specified prior to mock-up. 2. Anchors, dowels, pins and other metal accessories.
Maintain the site in an orderly and trash. Leave the site in a
Mix and deliver concrete in accordance with ASTM C94-92A
W
+/- 5'-0"
CLEAN UP
A.
Comply with ACI recommendations when placing concrete.
C.
38 W V
Maintain concrete with period necessary for h When the average dail newly placed concrete When the average dail crete from high tempe ly wet and by providin
INSTALLATION OF CONCRETE PAVEMENT
2.
W
3.5
Assemble formwork to permit easy stripping and dismantling without damaging concrete.
1.
V
W V
RELATED MATERIALS
3.
Proof roll prepared subbase to check for unstable areas and need for additional compaction. Proof roll with 10-ton vibratory roller, three (3) passes each way perpendicular.
C.
Wood or steel forms which conform to the shape, lines, grades and dimensions of the concrete as shown on the Drawings.
A.
2.
PREPARATIONFOR CONCRETE PAVEMENT
D.
B.
ALTERNATE ALTERNATE Portland cement: Normal strength, air entrained, Type 1 conforming to 3 ASTM C150-92. Ce6' required ANDto produce 2' concrete approved by Landscape Architect. X 2' AND ment color 2 X 3'-4 5/8" BANDS Mix of colors including grays, with some tans and reds. Aggregate shall be a rounded pea gravel. Size shall be max. 5/8”. They shall conform to ASTM C 33-92a. BANDS W
Immediately after placement, temperatures and mechanical 1.
Beginning of installation means acceptance of existing conditions.
Place and secure forms to correct location, dimension and profile.
A.
CONCRETE PAVEMENT MATERIALS
Use surface set retarder if nec
CONCRETE CURING AND
A.
B.
3.3
24'-9 1/8"
FORM MATERIALS
•
Basis-of-Design Product: Fixed Decorative Bollard and Removable Decorative Bollard to match existing at Dilworth Plaza. Manufactured by Nasatka Security, 5503 W. Waters Ave, Suite 505, Tampa, FL 33634
1.
A.
•
13.
1. 3.2
MANUFACTURERS
3.4
Verify that previously installed protection measures are in place.
Do not place concrete when the temperature of either the air or surface on which the mixture is to be placed is 40 degrees F or lower.
SECTION 04430 SITE STONE
EXAMINATION
A.
BOLLARDS A.
E
All necessary precautions for safety including barricades and other protection measures shall be taken during all work. All heavy equipment shall be driven or parked on the site only where approved by Owner. Existing pavements, lawns, structures, walls, etc. damaged or disturbed during construction shall be repaired or replaced to the satisfaction of the Owner and Architect at no additional cost. Repair and replace all active utility lines, above and below grade, damaged in the course of construction operations at no additional cost to Owner or Architect. Avoid damaging existing trees. Damage includes but is not limited to: cutting, breaking, skinning or compacting of roots, skinning and bruising of bark and breaking of branches and limbs. a. Contractor shall not park or store equipment and supplies within four (4) feet of trunk of existing trees to remain.
PART 3 - EXECUTION 3.1
2.1
Protection of existing conditions adjacent to and within construction zone:
3.
6'-0" 6'-0"
36'-4"
Verify all existing conditions in the field. a. Should any work performed under this Section expose previously unknown conditions, immediately report the discovery to Owner and Architect. However, during this time use any measures necessary to maintain adequate safety conditions. 1) Should Contractor, in the course of work, find any discrepancies between Drawings and physical conditions or any omissions or errors in Drawings, inform Architect immediately in writing for clarification. Work done after such discovery, unless authorized by Owner, shall be at Contractor's risk.
H.
EXAMINATION
A.
SEQUENCING AND SCHEDULING OPEN - ON CITY PLAN) PARKING D. (LEGALLY 3.2 A. Coordinate work of this Section with work of all other Sections of Specification. ONE WAY A.
2.2
ALTERNATE 6' AND 2'-6" BANDS
2.
Product Data: For each type of product indicated including finish and color information.
A.
Existing conditions:
1.
38
1.
PROJECT CONDITIONS
1.
PART 2 - PRODUCTS 2.1
DELIVERY STORAGE AND HANDLING
1.4
SUMMARY A.
Environmental requirements:
1.
PART 1 - GENERAL 1.1
C.
Investigate the conditions of public thoroughfares and roads as to availability, clearances, loads, limits, restrictions and other limitations affecting transportation to and ingress and egress at the site. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction.
PART 3 - EXECUTION
3.1
(VARIABLE WIDTH)
B.
37
A.
Contractor shall be responsible for replacing any tree which the Landscape Architect determines to be irreparably damaged. 1) Replacement species shall be determined by Landscape Architect. 2) Replacements shall be trees of identical caliper or the number of trees of a smaller caliper, (not less than 3 inch caliper per individual tree), to equal the caliper of the damaged tree. For example, if a tree with a caliper of nine (9) inches is damaged, the Contractor shall supply either one nine (9) inch tree or three three (3) inch trees.
Comply with all rules, regulations, laws and ordinances of local, state and federal authorities having jurisdiction. Provide labor, materials, equipment and services necessary to make work comply with such requirements without additional cost to Owner.
A. Deliver, store, handle and protect all materials from damage.
42'-0"
b.
JOHN F. KENNEDY BOULEVARD
A.
1.3
Make four (4) concrete test cylinders for every 100 cubic yards or less of concrete placed each day. Owners Special Inspector to take cylinders and perform compressive strength tests. Make one (1) slump test at the site for each set of concrete test cylinders taken in accordance with ASTM C143-90A.
E. Samples: Submit loose materials in sealed bags labeled with name of material and manufacturer.
1.1
REGULATORY REQUIREMENTS
Source of supply: Submit in writing all proposed sources. 1. Obtain concrete from one source.
using 3/8” to 5/8” nominal range aggregates, and joint materials for final selection of exposed aggregate size range, color ratio, and amount of exposure of aggregates. If initial mock-up is rejected, build additional mock-ups to arrive at desired features. Retain all mock-ups until acceptable mock-up is selected by Architect and Landscape Architect. Retain and protect acceptable mock-up during construction as standard for judging work. Do not alter, move, damage or destroy mock-up until work is complete. Acceptable mock-ups may become part of the permanent installation.
ALIGN
3.
ALIGN
SECTION 02231 SITE EXPOSED AGGREGATE CONCRETE PART 1 - GENERAL
4'-0"TYP.
2 L-2.0
Replace in a manner that results in with other requirements, and show
In-Progress Cleaning: Clean stone sealant before tooling joints.
Final Cleaning: After mortar is tho
PROJECT TITLE
Philadelphia City Hall
MATERIALS LEGEND - PHASE 1
PROJECT
NEW CONCRETE PAVING, SEE DETAIL 1/L-6.0
North Apron Replacement
TEMPORARY CONCRETE PAVING, SEE DETAIL 8/L-6.0
City Hall North Apron
FIRM
GRANITE STAIRS, SEE DETAIL 2/L-6.0
LRSLAStudio, Inc.
PROPOSED MIXED PLANTING, SEE DETAIL 4/L-6.0
CLIENT
EXISTING TREE
TREE PROTECTION FENCE, SEE DETAIL 6/L-6.0
The City Of Philadelphia
ROLE
Lead Designer
(LEGALLY OPEN - ON CITY PLAN)
U JB
EXISTING BOLLARD PB
PROPOSED BOLLARD, SEE DETAIL 3/L-6.0
PRB
PROPOSED REMOVEABLE BOLLARD, SEE DETAIL 3/L-6.0
CONCEPT
NEW TRENCH DRAIN, SEE CIVIL DRAWINGS
CITY OF PHILADELPHIA DEPARTMENT OF PUBLIC PROPERTY
(22' - 61' - 15')
U JB
BUILDING PROTECTION ZONE
(98' WIDE)
JUNIPER STREET
STATUE PROTECTION, SEE DETAIL 7/L-6.0
MATERIAL GENERAL NOTES
1515 ARCH STREET
1. DO NOT SCALE DRAWINGS. 2. THE CONTRACTOR SHALL HAVE ALL REQUIRED SUBMITTAL APPROVALS PRIOR TO BEGINNING THE WORK OR ORDERING MATERIALS.
38
3. THE CONTRACTOR SHALL VERIFY ALL INVERTS, DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. DISCREPANCIES BETWEEN THE DOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY, PROCEDURES, MEANS AND METHODS, SEQUENCING, SCHEDULE AND COORDINATION FOR WORK SHOWN IN THE DOCUMENTS.
PHILADELPHIA
ARCHITECT:
PROGRAM
1420 Walnut Street, 15th floor Philadelphia, PA 19102-4015 TEL: 215.546.0800 FAX: 215.546.1420
6. FIELD CHANGES REQUIRE OWNER, OWNER REPRESENTATIVE AND DESIGN PROFESSIONAL REVIEW. WRITTEN CONFIRMATION IS REQUIRE TO PROCEED WITH FIELD CHANGES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT TO ANY SIDEWALK, LAWN, TREES, PAVING, AND OTHER IMPROVEMENTS DISTURBED OR DAMAGED BY THE CONSTRUCTION OR DEMOLITION ACTIVITIES PROPOSED HEREIN.
PENNSYLVANIA
PROJECT COORDINATOR
5. THE CONTRACTOR SHALL NOTFIY THE LANDSCAPE ARHITECT OF UNFORESEEN CONDITIONS THAT ARE UNCOVERED OR EXPOSED DURING THE WORK.
40
9. PROFESSIONAL INSPECTION AND ACCEPTANCE OF CONSTRUCTION FOR CONFORMANCE TO THE APPLICABLE STANDARDS AND CODES IS THE RESPONSIBILITY OF THE OWNER. THE OWNER OR THE OWNER'S CONSTRUCTION REPRESENTATIVE RESERVES THE RIGHT TO INSPECT ANY PORTION OF THE WORK AND REQUEST CORRECTION TO THE OWNER'S SATISFACTION FOR ALL WORK NOT COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS. INSPECTION OR SITE OBSERVATION OF WORK BY THE OWNER OR OWNER REPRESENTATIVE DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF CONFORMING TO THE DOCUMENTS FOR ALL CONSTRUCTION.
cessary and with the approval of Architect.
, protect concrete from premature drying, excessive hot or cold injury.
h minimal moisture loss at a relatively constant temperature for the hydration of cement and hardening of concrete. ly temperature is less than 40 degrees F, maintain temperature of e between 50 to 70 degrees F during the required curing period. ly temperature is above 70 degrees F, protect the newly placed coneratures and drying winds by keeping the concrete surface continualng wind breaks during the required curing period.
10. CONTRACTOR SHALL VERFIY THE STRUCTURAL CONDITIONS OF AFFECTED AREAS AND UTILIZE APPROPRIATE METHODS IN ORDER TO ASSURE STRUCTURAL INTEGRITY OF THE REMAINING STRUCTURAL COMPONENTS PRIOR TO DEMOLITION AND/OR EXCAVATION. DO NOT UNDERMINE STRUCTURAL INTEGRITY OF EXISTING STRUCTURES.
Repaving, Paving Pattern
LO C AT I O N
LANDSCAPE ARCHITECT:
P h i l a d e l p h i a PA
230 South Broad Street, suite 604 Philadelphia, PA 19102 TEL: 215.790.0727 www.LRSLA.com
8. THE CONTRACTOR SHALL PROVIDE THE LAYOUT, LINE AND GRADE UNLESS OTHERWISE NOTED.
D PROTECTION
The North Apron of City Hall was to be repaved in time for t h e Po p e ’s v i s i t t o P h i l a d e l p h i a . T h e p l a n w a s t o b e p a v e d i n p h a s e s t o a c c o m m o d a t e a r u s h e d s c h e d u l e . Ef f o r t s w e r e made to match the paving pattern of Dilworth Plaza.
11TH FLOOR, ONE PARKWAY BUILDING
CIVIL ENGINEER:
PENNONI ASSOCIATES INC. 3001 Market Street, Suite 200�Philadelphia, PA 19104 T 215-222-3000 F 215-222-0598
PROJECT TITLE
P
SEAL:
JOINTING LEGEND PROJECT LIMIT LINE
N Re
CONTROL JOINTS, AS SHOWN ON DRAWINGS
y condition during the progress of work. Promptly remove debris neat, orderly condition, broom clean. END OF SECTION
EXPANSION JOINTS, AS SHOWN ON DRAWINGS
37
ES
Clean stone masonry by bucket and brush hand-cleaning method described in BIA Technical Note No. 20 Revised II, using job-mixed detergent solution.
al lines and surfaces, do not exceed 1/4 inch in 10 feet or more.
ISSUE
DATE
REVISIONS
U JB
and lines of coping, horizontal grooves, and other conspicuous lines, do more.
mb, and position shown in plan as variation of the average plane of the mb, or dimensioned plane.
ss: Do not vary from joint size range indicated.
ent Rough Stones: Do not exceed one-half of tolerance specified for
by removing mortar from joint before it sets and brush clean dust and application of sealant.
adjacent surface from contact with the sealant and to create a crisp line. g tool to produce a concave joint profile set just below the face of stone.
U JB
T
DRAWING TITLE
MATERIALS PLAN PHASE 1
y of the following description:
wise damaged stone. Stone may be repaired if methods and results are
U
DRAWING NO.
20-15-4828-01
h other requirements indicated.
stone masonry matching approved samples and mockups, complying wing no evidence of replacement.
DATE
04.06.2015
e masonry as work progresses. Remove mortar fins and smears and
SCALE
oroughly set and cured, clean stone masonry as follows:
DRAWN BY
AS NOTED
CHECKED BY
40
NOTE:
38
PROJECT NO.
oved samples and mockups.
(98' WIDE)
S
Test cleaning methods on mockup; leave one-half of panel uncleaned for comparison purposes. Obtain Landscape Architect's approval of sample cleaning before cleaning stone masonry.
(LEGALLY OPEN - ON CITY PLAN)
REVISIONS
Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels.
mortar to depth of not less than dimension indicated on Drawings before e joints to uniform depths with square bottoms and clean sides.
PARKING
ONE WAY NO PARKING
e mortar fins protruding into cavity.
37
38
CITY OF PH
(22' - 61' - 15')
U JB U JB
JUNIPER STREET
OINTS WITH TRENCH
DEPARTME
1515 ARC
11TH FLOOR, ONE PARKW PHILADELPHIA
PROJECT COORDINATOR
L-2.0
LHH
ARCHITECT:
JAB
ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR AND THE ARCHITECT NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION. DO NOT SCALE DRAWINGS.
40
1420 Wal Philadelp TEL: 215.5 FAX: 215. LANDSCAPE ARCHITECT:
CLASS OF 1925 (GREGORY COLLEGE HOUSE)
EXISTING CONCRETE TO REMAIN
NEW TRASH ENCLOSURE, SEE 7/L5.00
EXISTING STANDPIPE AND VENT PIPE TO BE RELOCATED, REFER TO PLUMBING DRAWINGS
BRICK PAVING, SEE 2/L5.00
T
EXTENT OF BRICK PAVING ON CONCRETE SLAB
3 L5.00
NB
RUNNING BOND BRICK PATTERN
NB
NEW CHEEK WALL SEE ARCHITECTURAL DRAWINGS
NEW CURB TO MATCH EXISTING
RELOCATED POST MOUNTED SITE LIGHT, REFER TO LIGHTING DRAWINGS FOR LAYOUT
R
NEW CURB CUT, REFER TO CIVIL DRAWINGS
B
B
B
EXISTING WALL TO REMAIN
DETECTABLE WARNING PANELS SET IN CONCRETE SLAB PAINTED ASPHALT
NEW CONC. CURB , REFER TO CIVIL DRAWINGS
R
R R
B B
B
5 L5.0 0
11 L5.00
B
11 L5.00
TWO SOLDIER COURSES WITH STRETCHER COURSE IN MIDDLE RUNNING BOND BRICK PATTERN
NEW BENCHES SET ON AGGREGATE AND ANCHORED INTO CONCRETE FOOTINGS, SIM. TO 5/L5.00
1 L5.00
R T T
B NEW SIGN - REFER TO ARCHITECTURAL DRAWINGS
EXISTING GROVE TO REMAIN
8 L5.00
B
NEW OUTLET BOX
11 L5.00 B
6 L5.00
11 L5.00
EXISTING HEDGE TO REMAIN
B
OB
CLASS OF 1925 (GREGORY COLLEGE HOUSE)
1 L5.00
8 L5.00
EXISTING PAVING TO REMAIN
B
TREE AND SOIL PROTECTION FENCE
EXISTING SIDEWALK TO REMAIN
OB
TWO SOLDIER COURSES WITH STRETCHER COURSE IN MIDDLE RUNNING BOND BRICK PATTERN
NEW OUTLET BOX
B
1 L5.00
1 L5.00
NEW BIKE RACK, TYP.
4 L5.00
1 L5.00
B
T
NEW BENCH, TYP. SEE 5/L5.00
B
Lg BRICK PAVEMENT (1) NEW (5) Cs
T
11 L5.00
EXTENT OF BRICK PAVING ON CONCRETE SLAB
BRICK PAVEMENT MORTAR SET WITH MORTAR JOINTS SEE DETAIL 2/L5.00
(5) Vc
S (7) Rc
WV
(9) Dg
(1) Lg
(4) Pl
(2) OA
(3) Hm
(11) Dg
(3) Cs
(5) It (1) Lg
NB
B
B
B
VAN PELT MANOR (GREGORY COLLEGE HOUSE) (3) Hm
WV
(62) ppl
(3) Pl
T
(24) bap
(62) geu
(3) Hm
(2) Dg
NB
T
T (24) ams
(6) Vc
(6) Iv R
R
R
(11) amt
(40) blu
(14) bap
10 L5.00
12 L5.00
(2) It
(1) HT
(1) HT
(36) sca
(33) amt
NEW RETAINING
(26) ech
(20) rud
(2) It
(525) lir (15) amt
(28) blu (30) ehb
(62) oes
(65) helle
(19) amt
(26) sarc WALL, SEE
(47) dic
(2) AG (19) It
(19) blu
(6) Cs
(23) gao
(23) heu
R
(25) oes
ARCHITECTURAL DRAWINGS
(11) Pl
(17) che (39) ger 1306 90.45 LP
(6) Rc
(86) geu (8) drm (3) Cs
(56) geu
(25) gao
(60) gao
(36) gao (1) HT (48) lam
(20) phl
(3) Pl
(161) lir
(44) ehb (41) lam (24) che
(5) Dg
(6) Dg
(3) Ig
(94) gao
(40) gao
(1) MS (40) pot
(168) dic
(42) heu
(5) Fg
(1) OA
9 L5.00
(86) dic
(3) Pl
(42) heu (40) geu (9) ews
(7) ams (22) ppl (37) ger
(17) oes
(43) oes
(49) sarc
(13) che
(46) phl
(28) sarc
(17) pot (61) sarc
(34) phl
(9) drm
(29) dic
(31) dic (33) ger
(11) drm
(69) dic
(33) pot
T (37) helle
(7) Cs (7) Hm
(5) Pl
(6) Rc
(5) Rc (1) Lg
(5) Hm
(3) Lg
(5) Hm
(17) Iv
(2) Lg
7
Existing conditions and dimensions shall be checked and verified by the contractors before proceeding with the work. All materials are new unless otherwise noted.
TRASH ENCLOSURE PLAN AND ELEVATION SCALE: 1/4" = 1'-0"
L5.00
LEGEND
NEW BRICK PAVING
PROJECT
NEW CONCRETE PAVEMENT
NEW CONCRETE CURB
B
NEW BENCH
KEY PLAN
GENERAL NOTES
T T R NEW TRIPLE TRASH RECEPTACLE
T
1. VERIFY LOCATION AND ELEVATIONS OF ALL SURFACE AND UNDERGROUND UTILITIES AND RELATED STRUCTURES BEFORE STARTING WORK.
NEW SINGLE TRASH RECEPTACLE
U n i v e r s i t y o f Pe n n s y l v a n i a
NEW BOLLARD
ROLE
NEW POST MOUNTED LIGHT
Lead Designer
RELOCATED POST MOUNTED LIGHT
DR
EXISTING SITE LIGHT TO REMAIN
2'-0"
CONCEPT
HREDDED
2
ISSUE FOR CONSTRUCTION
03.21.2014
REV #
DESCRIPTION
REV DATE
TINUOUS T BED, TYP
2. STAKE OUT TREE, SHRUB AND PERENNIAL BED LOCATIONS FOR REVIEW BY LANDSCAPE ARCHITECT AND PENN.
UP-GHII UNIVERSITY OF PENNSYLVANIA GREGORY COLLEGE HOUSE
PROJECT TEAM
G PIT, TYP.
4. ADD ALT 13 NOTE: PROVIDE IRRIGATION IN ALL PLANT BEDS AND IN EXISTING LAWN. IRRIGATION CONTRACTOR TO PROVIDE IRRIGATION DESIGN. SUBMIT IRRIGATION LAYOUT, SHOP DRAWINGS, AND PRODUCT DATA FOR REVIEW AND APPROVAL BY UNIVERSITY AND LANDSCAPE ARCHITECT.
Existing conditions and dimensions shall be checked and verified by the contractors before proceeding with the work. All materials are new unless otherwise noted.
Site Design, Garden Design
LO C AT I O N
Architect MGA PARTNERS ARCHITECTS 234 MARKET STREET PHILADELPHIA, PA 19106 215 925 0100
P h i l a d e l p h i a PA
Structural Engineer JOSEPH B. CALLAGHAN, INC. 1655 SUBURBAN STATION BUILDING PHILADELPHIA, PA 19103 215 665 0497 Systems Engineer H. F. LENZ COMPANY 1407 SCALP AVENUE PA 15904
JOHNSTOWN, 814 269 9300
KEY PLAN
Lighting Consultant O'DONOHOE & ROSE LIGHTING, LLC 525 SOUTH 4TH ST, SUITE 359 PHILADELPHIA, PA 19147 215 592 8800 Landscape Architect LRSLA STUDIO, INC. 230 BROAD STREET, SUITE 604 PHILADELPHIA, PA 19102 215 790 0727
11 L5.00
N
GENERAL NOTES
TREE AND SOIL PROTECTION FENCE SCALE: 1/2" = 1'-0"
Civil Engineer (45) drm HUNT ENGINEERING COMPANY 22 EAST KING STREET, PO BOX 537 MALVERN, PA 19355 610 644 4600
(41) mast
ISSUE FOR CONSTRUCTION (3) Lg 03/21/2014 (11) drm 1/8" = 1'-0" (9) Ig
MATERIALS PLAN
Notes
L2.00
NEW PLANTING PLANTING SOIL
o
NEW RETAINING WALL, SEE ARCHITECTURAL DRAWINGS 1'-0" VIF.
o
c
2
ISSUE FOR CONSTRUCTION
03.21.2014
REV #
DESCRIPTION
REV DATE
PROJECT NORTH
EXISTING CONCRETE SLAB, BASEMENT BELOW
UP-GHII 1318.00
UNIVERSITY COMPACTED OR OF PENNSYLVANIA GREGORY COLLEGE HOUSE UNDISTURBED SUBGRADE Owner UNIVERSITY OF PENNSYLVANIA DIVISION OF FACILITIES SERVICES 3101 WALNUT STREET, PHILADELPHIA, PA 19104-6289
PROJECT TEAM
12 L5.00
2" IRO 10'
3. PLANT LOCATIONS MAY BE ADJUSTED IN THE FIELD BY LANDSCAPE ARCHITECT AND PENN.
PROGRAM
Owner UNIVERSITY OF PENNSYLVANIA DIVISION OF FACILITIES SERVICES 3101 WALNUT STREET, PHILADELPHIA, PA 19104-6289
OF ROOTBALL, EAK UP
T h e s i s t e r d o r m s , Va n Pe l t M a n o r a n d C l a s s o f 1 9 2 5 , c o l l e c t i v e l y m a ke u p G r e g o r y H o u s e , a t h e m e s p e c i f i c h o u s i n g s i t e w iMtGhAi PnA RUT NPe nr c h The area E R Sn , A h i to e cu t ss i n g s y s t e m . between the buildings was out dated and needed a new circulation strategy to move students between the buildings, create ADA and facilities access, new plantings, and signage.
1. TREES WILL BE SELECTED IN THE NURSERIES BY LANDSCAPE ARCHITECT WITH CONTRACTOR PRESENT. CONTRACTOR SHALL MAKE TREE TAGGING ARRANGEMENTS WITH NURSERIES.
1318.00
LANTING FTS, TYP.
TREE PROTECTION AREA
PLANTING AND IRRIGATION NOTES:
PROJECT NORTH
6' -0"
R
LRSLAStudio, Inc.
CLIENT
2. PRESERVE AND PROTECT ALL EXISTING TO REMAIN CURBS, STRUCTURES, SIGNS, ADJACENT SURFACE MATERIALS, ABOVE AND BELOW GRADE UTILITIES AND FOOTINGS DURING DEMOLITION AND CONSTRUCTION.
NEW OUTLET BOX
NB
U n i v e r s i t y o f Pe n n s y l v a n i a - G r e g o r y H o u s e
FIRM
N
Architect MGA PARTNERS ARCHITECTS 234 MARKET STREET PHILADELPHIA, PA 19106 215 925 0100
SECTION OF SPRUCE STREET PLANTER SCALE: 1/4" = 1'-0"
Structural Engineer JOSEPH B. CALLAGHAN, INC. 1655 SUBURBAN STATION BUILDING PHILADELPHIA, PA 19103 215 665 0497 Systems Engineer H. F. LENZ COMPANY 1407 SCALP AVENUE JOHNSTOWN, PA 15904 814 269 9300
4"TO TOP OF SOIL 1'-4"
CH PO
FIN
CO 8"
PROJECT FIRM CLIENT ROLE
Three Logan Square Plaza Studio|Bryan Hanes
B r a d y w i n e P r o p e r t y Tr u s t
Lead Designer
CONCEPT To u p d a t e ex i s t i n g p l a n t i n g p l a n , s i t e f u r n i s h i n g s a n d revision circulation patterns to create a more sustainable, enchanting, and appropriate space for one of the most prominent towers in the Philadelphia skyline. Due the h i g h v o l u m e o f p e d e s t r i a n t r a f f i c i n t h e p l a z a a t ke y t i m e s the planting was chosen to appear lush and full all year round
PROGRAM LO C AT I O N
Planting Plan, New Circulation
P h i l a d e l p h i a , PA
Rendered plan and section of proposed design
Planting plans and bloom diagram
Details of custom bench and stairs and initial perspectival rendering
Aerial of completed design
Historic Dazzle Camouflage used for inspiration
PROJECT
FIRM CLIENT ROLE
2 6 t h a n d Pe n r o s e Av e n u e E n t r a n c e t o t h e N a v y Ya r d
Studio|Bryan Hanes
L i b e r t y P r o p e r t y Tr u s t
Lead Designer Contractor Supervisor
CONCEPT D r a w i n g i n s p i r a t i o n f r o m h i s t o r i c “ D a z z l e C a m o u f l a g e ”, u s e d d u r i n g Wo r l d Wa r I , t h i s g r a p h i c a n d i c o n i c s y m b o l was transposed on to the ground. Designed to attract attention and be to interesting at both high speeds and from the stoplight this planting sequence created a new f a c e f o r t h e N a v y Ya r d E n t r a n c e .
PROGRAM LO C AT I O N
Graphic Planting Scheme
P h i l a d e l p h i a , PA
Rendered Site Plan
Summer Pe r s p e c t i v e Rendering
Fall Pe r s p e c t i v e Rendering
Pe r s p e c t i v e View from Intersection
Pe r s p e c t i v e v i e w o f p r o p o s e d plan
PROJECT FIRM CLIENT ROLE
M i f f l i n Tr i a n g l e
Studio|Bryan Hanes
P a s s y u n k Av e n u e R e v i t a l i z a t i o n C o r p o r a t i o n
Lead Designer
CONCEPT As a small piece in a larger vision, this re-imagined traffic island would serve as a jewel in the necklace of a r e v i t a l i z e d P a s s y u n k Av e n u e . T h e d e s i g n i n c o r p o r a t e d many of the desires of the neighborhood: a statue of a c e l e b r a t e d l o c a l b oxe r J o e y G i a r d e l l o , a s m a l l a r e a o f water jets, a trellis with cafe seating as well as a new Newsstand.
PROGRAM LO C AT I O N
Diagrammatic Site Plan
Po c ke t P a r k
P h i l a d e l p h i a , PA
Alternate Site Plans a n d Pe r s p e c t i v e s
PROJECT FIRM CLIENT
ROLE
Ro d e p h S h a l o m S y n a g o g u e
Studio|Bryan Hanes
K i e r a n T i m b e r l a ke Ro d e p h S h a l o m S y n a g o g u e
Lead Designer
CONCEPT As the architects for a new addition to the south side of t h e h i s t o r i c Ro d e p h S h a l o m S y n a g o g u e , K i e r a n T i m b e r l a ke hired Studio|Bryan Hanes to redesign the entry sequence to the synagogue and resulting landscape. Using the concept of a bioswale to mitigate grade concerns as well a s t o c o m p l y w i t h P h i l a d e l p h i a ’s s t o r m w a t e r m a n a g e m e n t laws, the entry sequence was rerouted as a loop in front of the building. This loop provides access for all as well as creating an inviting forecourt separated from the street.
PROGRAM
LO C AT I O N
Plan of new entry sequence
Entry Sequence and Stormwater Management
P h i l a d e l p h i a , PA
Section of Proposed plan and details of a custom bench for the walkway
Grading Plan, Layout and Materials Plan, and Planting Plans for SD submission
PROJECT FIRM CLIENT
ROLE
( r e ) s t i t c h Ta m p a C o m p e t i t i o n Winner: Honorable Mention Studio|Bryan Hanes
University of South Florida/ National Endowment for the Arts
Team Designer with Brenna Herpmann Christina Sohn Bryan Hanes
CONCEPT To c r e a t e a n e w h y d r o - i n f r a s t r u c t u r e f o r t h e c i t y o f Ta m p a t h a t p r o m o t e s t h e n a t i v e h y d r o l o g i c c y c l e , b y employing a vegetated canal system that promotes grey water recycling, hydroponic walls, algae farms, and large s c a l e w e t l a n d s . T h i s n e w w a y o f e n v i s i o n i n g Ta m p s c a n restore water quality while providing an armature for new economic development.
PROGRAM LO C AT I O N
Hydro-infrastructure
Ta m p a , F L
PROJECT FIRM CLIENT ROLE
Carlyle Ribbon of Lights O u t l i e r, L LC
Allan Domb Real Estate
Designer Construction Manager
CONCEPT A l l a n D o m b a p p r o a c h e d O u t l i e r, L LC t o c r e a t e a r i b b o n across the Carlyle Building to celebrate the holidays. We conceived the ribbon to be a ribbon of light punctuated by unique wreath work that would mirror the stone bough relief carving above the entrance. The project was designed and installed in 4 days.
PROGRAM LO C AT I O N
Installation during the day and night Quick construction details
Outdoor installation
P h i l a d e l p h i a PA
Axon of chosen design
PROJECT FIRM P R I N C I PA L
M i t o s i s C r o o ke d F e n c e
L+A Landscape Architecture
Ro n H e n d e r s o n , A I A , A S L A
CONCEPT T h e c l i e n t , a s o f t w a r e d e s i g n e r, w a n t e d a n e w g a r d e n design that reflected his personal style, a separate studio, and a terrace for entertaining. Since the garden is small, t h e r e i s a n e m p h a s i s o n s c a l e a n d f l ex i b i l i t y o f s p a c e s .
PROGRAM
LO C AT I O N
Studio Building Gathering Space E n t e r t a i n m e n t Te r r a c e Small Scale Planting
Providence, RI
Three options presented to client
P U B L I C
A R T
HHB BOOM SWITCH Collective
PROJECT FIRM CLIENT ROLE
Modal Glow S E P TA A r t s i n Tr a n s i t P r o g r a m HHB S E P TA Co-creator
CONCEPT L o c a t i o n a n d ex i s t i n g conditions are contrasted with a rendering of the proposed sculpture
A s p a r t o f S E P TA’s A r t i n Tr a n s i t p r o g r a m , H H B w a s c h o s e n to be one of 5 finalist teams to propose a sculpture as part of redevelopment and redesign of the 33rd and Dauphin B u s L o o p S t a t i o n . We f e l t t h e s t a t i o n o c c u p i e d a u n i q u e liminal space where lawns, meadows and forests lay in quiet juxtaposition to the busy neighborhood. Drawing inspiration from this location, our concept for Modal Glow strived to connect the organic and architectural, while maintaining a link to the significant cultural heritage of Strawberry Mansion. The form and conception of this piece attempts to blend nature, architecture, and music of John Coltrane. Using the form of a common plant, grass, as we sought to r e p r e s e n t i t s d e l i c a t e a n d s i m p l e f o r m . We s e e g r a s s a s a symbol of the importance of common events and routines. Ta k i n g a c u e f r o m t h e s t r i k i n g V i c t o r i a n a r c h i t e c t u r e visible in the neighborhood, we sought to honor this heritage by incorporating the language of ornate leaded glass into the piece. John Coltrane forged his early career less than a mile f r o m t h e 3 3 r d a n d D a u p h i n s t a t i o n . I n C o l t r a n e ’s m u s i c a l career he was known for constant innovation, including revolutionary chord structures that drove such sub-genres a s M o d a l J a z z . I n h i s s e m i n a l c o m p o s i t i o n , “ G i a n t S t e p s ,” C o l t r a n e ’s n o t e s r i s e a n d f a l l w i t h e f f o r t l e s s c o m p l ex i t y. We u s e d t h e s t r u c t u r e o f t h e w r i t t e n m u s i c t o l o c a t e o u r s c u l p t u r e i n 3 d i m e n s i o n a l s p a c e a s w e l l a s p l a n i m e t r i c l y. We w a n t e d t o i n v o ke t h i s s p i r i t o f c r e a t i v i t y a n d c o n s t a n t rebirth in a sculpture that serves as a reflection of his continued presence in the musical and cultural life of the c o m m u n i t y.
PROGRAM LO C AT I O N
Public Art P h i l a d e l p h i a , PA
1.
2.
3.
Conceptual and formal process
Plan and section renderings
Details of footing, stem radii and lantern
Models of Modal Glow - 18� x 24� Night renderings showing different options for color panels
PROJECT FIRM CLIENT ROLE
A C o m m o n Wo o d BOOM SWITCH Collective Burlington City Arts Redstone Property Management Co-creator
CONCEPT A new hotel developed by Redstone Property Management developed a call for a design for a new p o c ke t p a r k o n S t . P a u l S t . D e v e l o p e d i n c o n j u n c t i o n w i t h a p a i n t e r, a s c u l p t o r, a n d a n a r c h i t e c t , o u r p r o p o s a l i n c l u d e d tilted recycled telephone poles painted a bright blue. The poles, embedded in a field of stone fines and held within a framework of concentric concrete rings, would surround one single tree. As time passes, the tree would envelop the poles and create a register of the passage of time. In the winter the bare erratic lines of the branches would intersect with the straight vibrant poles and create a formal juxtaposition.
PROGRAM LO C AT I O N
Plan and elevation for submission
Public Art Burlington VT