professional portfolio
ceraulo-jalazo
48th ave #3D woodside, ny 11377 516.313.7876
anna
42-05
acjalazo@gmail.com
Anna Ceraulo-Jalazo, PLA, ASLA
Landscape Architect | Project Manager
PROFESSIONAL
Assistant Landscape Architect, New York City Parks Department (11.2021 - present)
SD through CA for Park Design, Green Infrastructure & Wetland Restoration projects Wetland
vegetation mapping, ArcGIS data management
Landscape Designer, Weintraub Diaz Landscape Architecture (10.2020 - 11.2021)
Proposal writing, renderings, and packaging
SD through CA
Landscape Designer, Joanna Pertz Landscape Architecture (11.2018 - 10.2020)
Proposal writing, renderings, and packaging
SD through CA
Maintenance oversight
“Protecting the Campus Ecosystem and Watershed” Fellow, UNH Sustainability Institute (2018)
Updated the 2004 Landscape Master Plan (LMP) for 2019 resilience + sustainablility
Met with stakeholders and experts
Researched sustainable landscape planning, design + management strategies
WalkNYC Graduate Student Aide, NYC Department of Transportation (2017 - 2018)
Measured and drew site surveys
Produced construction documents for the installation of pedestrian maps
Created and recolored map artwork
Network planning
Landscape Designer + Installation Crew, Embark LLC (2015 - 2018)
Planting design
Plant and pottery procurement
Design installation
AWARDS
Barcelona International Landscape Architecture Biennial Prefinalist
CCNY Landscape Architecture Comprehensive Studio Prize
AIA Douglas Haskell Award, PLOT Magazine
Freshkills Park Alliance Reclaimed Lands Poster Prize
SKILLS
AutoCAD Hand drawing
Adobe Suite MS
Sketchup Rhino
ArcGIS ArcMap
BIM Constructware
EXTRAS
ASLA New York - Executive Board Member & Advocacy Co-Chair (2019 - 2021)
DEI Taskforce founding member (2020 - present)
University of New Hampshire Sustainability Fellowship Advisor (2018)
Garden Supervisor, Chisolme Institute (2018)
EDUCATION
Sustainability Fellowship, University of New Hampshire (2018)
Master of Landscape Architecture, City College of New York (2015 - 2018)
Landscape Design Intensive, New York Botanical Garden (2014)
B.S., Psychology & Gender Studies, Stony Brook University (2007 - 2011)
acjalazo@gmail.com 516.313.7876 42-05 48th Ave Apt #3D, Woodside, NY 11377
POWELL’S COVE PARK SHORLINE AND UPLAND AREA RESTORATION design development, illustrative renderings + construction documentation [7.6 AC] [$2.3M] [NYC PARKS]
SITE PLAN DEPARTMENT OF PARKS AND RECREATION
POWELL’SCOVEBLVD
7TH AVENUE
130TH STREET
129TH STREET
POWELL’S COVE BLVD ENTRANCE
WETLAND OVERLOOK & OUTDOOR CLASSROOM
7TH AVE ENTRANCE
9TH AVENUE
POWELL’S COVE PARK SHORLINE AND UPLAND AREA RESTORATION design development, illustrative renderings + construction documentation [7.6 AC] [$2.3M] [NYC PARKS]
COVEPOWELL’S BLVD
TIMBER BARRIER RAIL
POROUS CONCRETE PAVERS
BICYCLE RACK
BENCH
DOUBLE LEAF VEHICULAR GATE
POROUS ASPHALT PAVEMENT
CONCRETE PAVEMENT
PRIMARY PARK ENTRANCE - POWELL’S COVE BLVD DEPARTMENT OF PARKS AND RECREATION N
0
SCALE: 1"
POWELL’S COVE PARK SHORLINE AND UPLAND AREA RESTORATION design development, illustrative renderings + construction documentation [7.6 AC] [$2.3M] [NYC PARKS]
VEHICULAR GATE
BARRIER RAIL - TYPE 'A'
RESTORATION OF STREET PAVEMENT
STEEL EDGE
REINFORCED CONCRETE STREET CURB
BARRIER RAIL - TYPE 'A'
EXISTING STREET LIGHT TO REMAIN
DECORATIVE BIN - TRASH
D.O.T. SIDEWALK PEDESTRIAN RAMPS
D.O.T.BICYCLE RACK "HOOP"
NATURAL AREAS BENCH
POROUS ASPHALT PAVEMENT
POWELL'S COVE BLVD ENTRY - LAYOUT & MATERIALS
SCALE: 1"
SCALE:
PRIMARY PARK ENTRANCE - POWELL’S COVE BLVD DEPARTMENT OF PARKS AND RECREATION
(CLF) (CLF) (CLF) (CLF) S (12) (13) PL PL PL PL CLL CLL CLL CLL CLL CLL CLL CF CF CF CF CF CF
GATE
2 39
2 39
7
1 16
1 18
39 FIXED WOOD BOLLARD
CEMENT CONCRETE PAVEMENT
7 4 PERMEABLE CONC.
BASE 4 18 D.O.T.
PAVERS ON STONE DUST
68'-11" 20'-11"
5'-0" 3'-7" 3'-0" 7'-1" 15'-8" 11'-10" 6'-2"
GATE 12.45 12.31 S CLL CF CF (3) XXXXXXXXX NORTH
10' 20'
10'-0"
2
=
5'
10'-0" NORTH 0 10' 20'
=
1" = 10'-0" 5'
POWELL’S COVE PARK SHORLINE AND UPLAND AREA RESTORATION design development, illustrative renderings + construction documentation [7.6 AC] [$2.3M] [NYC PARKS]
POROUS CONCRETE PAVEMENT PAVERS
RAIN GARDEN BENCH
OVERLOOK CHECK STEPS
7TH AVENUE
SECONDARY PARK ENTRANCE - 7TH AVENUE DEPARTMENT OF PARKS AND RECREATION
POWELL’S COVE PARK SHORLINE AND UPLAND AREA RESTORATION design development, illustrative renderings + construction documentation [7.6 AC] [$2.3M] [NYC PARKS]
Upland Grass Plantings
Sand
Existing Subgrade
Porous Asphalt
Reclaimed Wood Natural Areas Bench
Stone Slab
Existing Grade
Boulder Edge
KEY PLAN
Proposed Finished Grade
Concrete Pavement with Stone Base, 11” profile total
Stone Slab
Boulder Edge
Existing Grade
Wetland Planting
Proposed Finished Grade
Concrete Pavement with Stone Base, 11” profile total
Stone Slab Get-Down
Stormwater Outfall TI-649 Headwall (adjacent)
WETLAND OVERLOOK & OUTDOOR CLASSROOM DEPARTMENT OF PARKS AND RECREATION
SECTION AA’
SECTION BB’
B A B’ A’
CROTONA PARK GREEN INFRASTRUCTURE CONSTRUCTION schematic design through 80% CD, in progress [8,930 SF] [$215,000] [NYC PARKS]
LAYOUT AND MATERIALS PLAN DEPARTMENT OF PARKS AND RECREATION TOPSOIL & RESEEDING 6' WIF 12' CLF (CLF) DRAIN LINE D CATCH BASIN EXISTING CURB TO REMAIN CONSTRUCTION FENCE CF CONTRACT LIMIT LINE CLL SILT FENCE SF SF POINT OF BEGINNING DBH EXISTING TREE CRITICAL ROOT ZONE (CRZ) EXTENT OF HAND PNEUMATIC EXCAVATION EXISTING BENCH EXISTING CONTOUR XX.XX SPOT ELEVATION FULL DEPTH ASPHALT PAVEMENT NATIVE MEADOW SEED MIX CONCRETE CURB SWALE CENTER LINE 78.0 79.0 79.5 80.0 80.5 81.0 81.5 82.082.5 83.0 82.5 82.0 81.5 81.0 80.5 80.0 79.5 79.0 78.5 78.0 77.5 77.0 76.5 79.0 79.580.0 80.5 81.081.5 83.5 83.0 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D CLF CLF CLF CLF CLF W 83.0 CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL 78.5 79.0 (D) (D) (D) 78.5 79.5 MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL SF SF SF SF SF SF SF SF SF SF SF MCF MCF MCF MCF 79.5 80.0 80.5 81.0 81.5 82.0 82.5 BASKETBALL ENLARGEMENT PLANS 4-5/L300 RESEED LAWN 5'-10" 7'-0" ENTRY PATH ENLARGEMENT PLANS 1-2/L300 EXISTING ROCK LEDGE 10'-10" 1 15 FULL DEPTH ASPHALT PAVEMENT 2 17 CONCRETE CURB 6" RAIN GARDEN WITH NATIVE SEED MIX 6'-6" 6'-10" 24'-4" 9'-1" 40'-6" 15'-7" A B 5'-0" 3'-5" 5'-11" 7'-10" 8'-9" 9'-10" 11'-5" 13'-8" 16'-2" 17'-11" 16'-11" 13'-2" 7'-4" 12'-3" 4'-3" 6'-10" POINT 1 POINT 3 POINT 2 7'-3" 7'-10" 8'-6" 8'-11" 9'-3" 9'-4" 9'-3" 9'-0" 8'-8" 8'-0" 6'-10" BASELINE 7'-9" COMMISSIONER FORESTRY, HORTICULTURE AND NATURAL RESOURCES JENNIFER GREENFELD, ASSISTANT COMMISSIONER MARIT LARSON, CHIEF OF NATURAL RESOURCES BEN OSBORN, CHIEF OF FORESTRY AND HORTICULTURE MATTHEW DONHAM RLA DIRECTOR OF NATURAL RESOURCES DESIGN &CONSTRUCTION PROJECT MANAGER/DEPUTY DIRECTOR: DISCIPLINE LEAD: DESIGNER: DRAFTED BY: CHECKED BY: CONTRACT NO.: DATE: PROJECT TITLE: ADDRESS: NO. DATE REVISION LOT: BLOCK: DRAWING TITLE: DRAWING NO.: SHEETS IN CONTRACT SET: SHEET OF RESERVED FOR PLAN EXAMINER'S STAMPS KEVIN KOBASA X010-222M CROTONA PARK GREEN INFRASTRUCTURE CONSTRUCTION 2941 1 NORTH OF CLAREMONT PKWY AND FULTON AVE INTERSECTION 16 CONSULTANTS: N/A 1. ALL EXISTING SURVEY AND TOPOGRAPHICAL DATA TAKEN FROM SURVEY BY NYC PARKS (DPR), DATED: 11/09/2022, ARCHIVE #: X010-T-001-2023. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD 88). SEE SURVEY SHEET V101 FOR SURVEY LEGEND. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, BOTH ABOVE AND BELOW THE SURFACE. ANY DISCREPANCIES BETWEEN INFORMATION SHOWN ON THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE RESIDENT ENGINEER AND PARKS IN WRITING PRIOR TO COMMENCING WORK. 3. LOCATIONS OF EXISTING TREES SHALL BE VERIFIED IN THE FIELD. 4. NO CHANGES SHALL BE MADE TO THE DESIGN OR LAYOUT WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. LAY OUT THE WORK AS DIMENSIONED ON THE PLANS. WRITTEN DIMENSIONS SHALL GOVERN; DO NOT SCALE DISTANCES. 5. CONTRACTOR SHALL LAY OUT AND STAKE IN THE FIELD THE ALIGNMENT AT ALL PATHS, PAVEMENTS AND TRAILS FOR REVIEW BY THE LANDSCAPE ARCHITECT. ADJUSTMENTS MAY BE MADE ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR MAY NOT PROCEED WITH CONSTRUCTION OF IMPROVEMENTS UNTIL HE HAS RECEIVED THE FINAL APPROVAL OF THE LAYOUT FROM THE LANDSCAPE ARCHITECT. 6. ALL NEW PAVEMENTS CURBS AND EXISTING PAVEMENTS AND CURBS TO REMAIN SHALL MEET IN SMOOTH FLUSH CONDITION UNLESS NOTED OTHERWISE. NEW CURBS, WALLS, AND PAVEMENTS SHALL BE BUILT TO A SMOOTH EVEN FINISH WITH A CONSISTENT TOP AND PROFILE WITHOUT WAVES OR IRREGULARITIES. ANY WORK NOT MEETING THIS QUALITY STANDARD SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 7. THE CONTRACTOR SHALL EXERCISE CARE DURING EXCAVATION OPERATIONS TO AVOID DISTURBING ADJACENT FACILITIES, SUBGRADE STRUCTURES AND TREES. ALL DAMAGE RESULTING FROM THE CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REPAIRED AT NO EXPENSE TO THE CITY AND DPR. ALL REPAIR WORK SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER AND DPR. PLANTED AREAS DISTURBED BY CONTRACTOR'S WORK SHALL BE RESTORED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 8. NO HEAVY MACHINERY, EQUIPMENT OR STOCKPILING OF MATERIAL IS PERMITTED WITHIN THE DRIP LINES OF EXISTING TREES. 9. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL EXISTING TREES AND THEIR ROOT SYSTEM. EXCAVATIONS WITHIN THE DRIP LINES OF TREES SHALL BE KEPT TO A MINIMUM AND SHALL BE COMPLETED BY HAND ONLY AND SHALL BE PERFORMED IN THE PRESENCE OF THE RESIDENT ENGINEER, AT NO ADDITIONAL EXPENSE TO THE CITY. NO ROOTS SHALL BE CUT WITHOUT THE WRITTEN AUTHORIZATION OF DIRECTOR OF LANDSCAPE CONSTRUCTION OR THEIR REPRESENTATIVE. BRIDGE CURBS SHALL BE CONSTRUCTED OR THE AMOUNT OF FOUNDATION MATERIAL SHALL BE REDUCED WHERE NECESSARY, AS DIRECTED BY ENGINEER (SEE GENERAL CONDITIONS, SPECIAL PROVISION, SECTION C, ARTICLE 14 "TREE WORK"). 10. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING LONG LEAD ITEMS AND ORDERING THESE MATERIALS IN A TIMELY MANNER. LAYOUT AND MATERIALS NOTES: MATTHEW DONHAM ANNA CERAULO-JALAZO ANNA CERAULO-JALAZO KEVIN KOBASA 11/28/2022 LAYOUT AND MATERIALS PLAN L201.00 12 LEGEND: 1 LAYOUT AND MATERIALS PLAN 1" = 10' NORTH 0 10' 20' SCALE: 1" = 10'-0" 5' POINT # DISTANCE FROM A DISTANCE FROM B 1 24' 42' - 4" 2 53' - 5" 26' - 8" 3 34' - 9" 22' - 10" NOTE: MEASUREMENTS TAKEN ALONG BASELINE FROM POINT 1 TO POINT 2 SHALL BE 5'-0" UNLESS OTHERWISE SHOWN. RAIN GARDEN DIMENSION TABLE
CROTONA PARK GREEN INFRASTRUCTURE CONSTRUCTION schematic design through 80% CD, in progress [8,930 SF] [$215,000] [NYC PARKS]
TC 83.40 83.21 BC 83.36
83.52
TC 83.34 TC 83.50 83.18 BC 83.42
83.46
BW 78.57
TC 83.06 82.67 BC 83.00 82.42 BC 82.69 TC 82.88
TC83.15 82.93 BC83.12
83.41 83.45 83.56 83.52
83.40 83.31 83.51 83.51 83.52 83.54
83.25 83.41 83.45 83.36 83.44 83.47 83.26 83.32 83.30 83.28 83.06 82.97
BC83.03 82.82 TC83.07
TC82.96 82.72 BC82.95 RIM 82.47 82.41
83.48 83.44
TC83.96 BC83.51
TC83.89 BC83.58 BC83.34
83.17
83.12
BCTC83.70 83.37
BC83.19
BC83.0482.98 TC83.09 BCTC83.1483.01 83.11 RIM83.16W TC83.08 83.03 BC83.02
TC82.73BC82.61 BCTC82.95 82.79 RIM83.09 BCTC83.29 83.01 83.0
TCBC82.59 82.66
BCTC82.8482.8082.71 BCTC82.9682.82 82.92
TC81.06BC80.99
TCBC81.36 81.40
BC83.19 TC83.54
BC83.29 82.95 82.61 82.55 77.67
TC
BC 79.33 TC 79.45
TC 79.88 BC 79.85
TCBC80.22 80.34
TCRIM80.40 80.67 BC80.48
80.38
BCTC80.36 80.19
TC82.83BC82.74 TCBC82.35 82.49
82.28 TCBC82.18 82.29
TC81.90BC81.82
80.77 81.30 81.80
RIM80.52 BCTC80.73 80.54
BC80.94TC81.13
BCTC81.60 81.38 BCTC81.69 81.47
BC81.89TC82.06 BCTC82.41 82.29 TCBC82.64 82.80
BCTC81.72 81.70
BC 79.89 TC 80.02
TC 79.68 BC 79.52
TC 79.00
BC 78.13
BC 78.97
78.83 79.41 79.93
BC 79.02 TC 79.15
TC 78.67
GRADING, DRAINAGE + UTILITY PLAN DEPARTMENT OF PARKS AND RECREATION POINT OF BEGINNING EXISTING TREE CRITICAL ROOT ZONE (CRZ) EXTENT OF HAND PNEUMATIC EXCAVATION EXISTING BENCH EXISTING CONTOUR + XX.XX SPOT ELEVATION XXXXXX XXX SF XXXXX GAL XXX GAL ASSET ID TOTAL DRAINAGE AREA VOLUME, 1.25" RAINFALL TOTAL VOLUME MANAGED PROPOSED CONTOUR RAIN GARDEN 6' WIF || 12' CLF (CLF) DRAIN LINE D CATCH BASIN EXISTING CURB TO REMAIN CONSTRUCTION FENCE CF CONTRACT LIMIT LINE CLL SILT FENCE SF SF DRAIN BASIN WITH BEEHIVE GRATE PERFORATED PIPE CF CF CF CF CLL CLL CLL CLL CLL D SF RG-01 13990 SF 1457 GAL 15179 GAL CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL 78.5 79.0 (D) (D) (D) 78.5 79.5 D D D D D D D D MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF MCF CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL CLL SF SF SF SF SF SF SF SF SF SF SF MCF MCF MCF MCF 79.5 80.0 80.5 81.0 81.5 82.0 82.5 78.0 79.0 79.5 80.0 80.5 81.0 81.5 82.082.5 83.0 82.5 82.0 81.5 81.0 80.5 80.0 79.5 79.0 78.5 78.0 77.5 77.0 76.5 79.0 79.580.0 80.5 81.081.5 83.5 83.0 INV.79.60 INV.73.44 INV.74.04 INV.74.34 INV.FILLEDINV.80.69 INV.80.79 INV.FILLEDINV.80.07 INV.77.22INV.76.76 INV.FILLED INV.77.12INV.78.12INV.76.92 INV.77.62 D D D D D D D D D D D D D D D Ø6"Ø12"D D D D D D D D D D D D D CLF CLF CLF CLF CLF 80.15 80.63 81.23 BW 76.42 BW 75.80 BW 75.19 BW 74.65 73.08 73.36 BW73.82 74.41 BW 74.08 73.89 73.47 80.92 80.71 80.24 79.90 79.21 77.97 76.99 77.04 77.21 77.49 76.99 76.73 76.53 77.45 76.98 84.47 83.01 81.75 79.98 80.09 79.88 79.50 78.85 78.33 78.16 78.41 78.85 79.38 84.82 81.91 80.75 78.98 78.12 TW 79.85 BW
79.71
BW
BW 79.35 TW 79.46 TW 79.04
78.95
TW
BW
BW 77.65 TW 77.82 TW 77.41 TW 77.38 BW 77.32BW 77.28 77.82 78.71 81.94 80.63 80.29 81.03 81.00 81.56 82.19 80.59 80.10 80.53 78.95 80.43 81.32 82.43 81.31 80.62 79.86 79.47 79.03 78.50 77.80 77.18
78.65 TW 78.27
78.21
81
TC
77.85 BC 77.68
77.08 TC 77.15 76.94
BC 78.25
78.33 TC
BC
77.76 BC 77.65 RIM 77.54 TC 77.17 BC 76.93
83.33
78.12
78.52
TC 78.26
BC 78.47
C A B MH: #XXXX-XX-X RIM EL: 79.33 INV A: 75.37 INV B: 75.37 INV C: 75.12 C A B BASKETBALL ENLARGEMENT PLAN 6/L300 6" PPCP @ .5% SLOPE 6" PPCP @ .5% SLOPE 12" PCP @ .5% SLOPE 3 4 DRAIN BASIN WITH DOME GRATE 51'-5" 26'-3" 22'-1" 1 EXISTING CATCH BASIN TO RECEIVE A SOLID COVER ENTRY PATH ENLARGEMENT PLAN 3/L300 EXISTING CATCH BASIN TO RECEIVE A SOLID COVER PPCP INV 75.22 CLEANOUT EX. CATCH BASIN RIM: (77.54) INV A: (74.04) INV B: 74.14 INV C: (73.44) CLEANOUT PPCP INV 75.32 SLOPE SLOPE SLOPE COMMISSIONER FORESTRY, HORTICULTURE AND NATURAL RESOURCES JENNIFER GREENFELD, ASSISTANT COMMISSIONER MARIT LARSON, CHIEF OF NATURAL RESOURCES BEN OSBORN, CHIEF OF FORESTRY AND HORTICULTURE MATTHEW DONHAM RLA DIRECTOR OF NATURAL RESOURCES DESIGN &CONSTRUCTION PROJECT MANAGER/DEPUTY DIRECTOR: DISCIPLINE LEAD: DESIGNER: DRAFTED BY: CHECKED BY: CONTRACT NO.: DATE: PROJECT TITLE: ADDRESS: NO.DATEREVISION LOT: BLOCK: RESERVED FOR PLAN EXAMINER'S STAMPS KEVIN KOBASA X010-222M CROTONA PARK GREEN INFRASTRUCTURE CONSTRUCTION 29411 NORTH OF CLAREMONT PKWY AND FULTON AVE INTERSECTION CONSULTANTS: N/A 1.INFORMATION SHOWING EXISTING UTILITY LINES MAY BE INCOMPLETE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ANY UTILITY LINES THEY MAY ENCOUNTER AND TO PROTECT SAID LINES. 2.LOCATIONS OF ALL UTILITIES ARE SHOWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL MAKE PRELIMINARY INVESTIGATIONS, INCLUDING ANY NECESSARY EXCAVATION, TO DETERMINE IF THE WORK CAN BE DONE AS SHOWN ON THE PLANS AND AS DIRECTED BY THE RESIDENT ENGINEER. 3.THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION/GRADING OPERATIONS TO PROTECT EXISTING FACILITIES TO REMAIN. SAID FACILITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND, IF DAMAGED, SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE RESIDENT ENGINEER. 4.DRAINAGE LINES WHICH HAVE BEEN ABANDONED ARE TO BE REMOVED AS NECESSARY TO FACILITATE THE INSTALLATION OF NEW WORK. ALL ABANDONED PIPES LARGER THAN FOUR (4) INCHES SHALL BE PLUGGED WITH CONCRETE AT BOTH ENDS. 5.THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND SILT FROM EXISTING DRAINAGE STRUCTURES AND PIPING AS INDICATED ON PLAN FOR POSITIVE FLOW TO STREET SEWER SYSTEM. 6.ALL CATCH BASINS SHALL BE LOCATED AT THE LOW POINT WITHIN SURROUNDING AREA. 7.MINIMUM COVER FOR DRAINAGE PIPE SHALL BE ONE AND A HALF FEET (1'-6" FROM FINISHED GRADE TO THE TOP OF PIPE. THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS ACHIEVED THROUGHOUT THE ENTIRE SYSTEM. SHOULD THE CONTRACTOR FAIL TO ACHIEVE POSITIVE DRAINAGE, CORRECTIVE MEASURES SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE AND AS DIRECTED BY THE RESIDENT ENGINEER. 8.THE CONTRACTOR SHALL USE EXTREME CARE TO PROTECT EXISTING TREES AND THEIR ROOTS. EXCEPT AS NOTED, ELEVATIONS AROUND EXISTING TREES SHALL REMAIN THE SAME. MODIFY TRENCHES OR CHANNELS TO AVOID REMAINING TREES AND THEIR ROOTS. ALL EXCAVATION WITHIN CRITICAL ROOT ZONES SHALL BE PERFORMED BY HAND OR PNEUMATICALLY UNLESS DIRECTED BY THE ENGINEER IN CONSULTATION WITH THE DIRECTOR OF LANDSCAPE CONSTRUCTION OR THEIR REPRESENTATIVE. 9.NO ROOTS SHALL BE CUT WITHOUT THE WRITTEN AUTHORIZATION OF THE DIRECTOR OF LANDSCAPE CONSTRUCTION. DRAINAGE NOTES: GRADING NOTES: 1.ALL EXISTING SURVEY AND TOPOGRAPHICAL DATA TAKEN FROM SURVEY BY NYC PARKS (DPR), DATED 11/09/2022, ARCHIVE #: X010-T-001-2023. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD 88). SEE SURVEY SHEET V101 FOR SURVEY LEGEND. 2.THE CONTRACTOR SHALL VERIFY ALL EXISTING TOPOGRAPHIC INFORMATION. ANY DISCREPANCIES BETWEEN THE SURVEY AND EXISTING CONDITIONS, BETWEEN PLANS AND SPECIFICATIONS, OR BETWEEN DIFFERENT PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE RESIDENT ENGINEER AND DPR IN WRITING PRIOR TO COMMENCING WORK. 3.ALL PAVEMENTS SHALL BE INSTALLED TO SMOOTH EVEN GRADE WITH NO PATCHING, IRREGULARITIES, OR BIRDBATHS. ALL NEW PAVEMENTS SHALL MEET EXISTING PAVEMENTS AND GRADES FLUSH AND EVENLY. ALL CURBS SHALL BE INSTALLED TO SMOOTH EVEN GRADES AS INDICATED WITH NO PATCHING OR IRREGULARITIES. 4.THE CONTRACTOR SHALL USE EXTREME CARE TO PROTECT EXISTING TREES AND THEIR ROOTS. EXCEPT AS NOTED, ELEVATIONS AROUND EXISTING TREES SHALL REMAIN THE SAME. MODIFY TRENCHES OR CHANNELS TO AVOID REMAINING TREES AND THEIR ROOTS. ALL EXCAVATION WITHIN CRITICAL ROOT ZONES SHALL BE PERFORMED BY HAND OR PNEUMATICALLY UNLESS DIRECTED BY THE ENGINEER IN CONSULTATION WITH THE DIRECTOR OF LANDSCAPE CONSTRUCTION OR THEIR REPRESENTATIVE. 5.THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EARTHWORK OPERATIONS, TO AVOID DISTURBING ADJACENT FACILITIES AND OR SUBGRADE STRUCTURES. ALL DAMAGE RESULTING FROM CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REPAIRED AT NO EXPENSE TO PARKS & RECREATION OR THE CITY OF NEW YORK. ALL REPAIR WORK SHALL BE DONE TO THE SATISFACTION OF THE RESIDENT ENGINEER AND/OR AGENCY HAVING JURISDICTION. MATTHEW DONHAM ANNA CERAULO-JALAZO ANNA CERAULO-JALAZO KEVIN KOBASA 11/15/2022 1 GRADING, DRAINAGE & UTILITY PLAN 1" = 10' NORTH 010'20' SCALE: 1" = 10'-0" 5' LEGEND:
LOST BATTALION HALL PLAYGROUND
3D park modeling, 2D rendering, animated video production + narration [110,000 SF] [DPR, DOB] [Vornado Realty Trust]
3D MODEL IN SKETCHUP + FLY THROUGH ANIMATION IN LUMION WEINTRAUB DIAZ LANDSCAPE ARCHITECTS
LOST BATTALION HALL PLAYGROUND
3D park modeling, 2D rendering, animated video production + narration [110,000 SF] [DPR, DOB] [Vornado Realty Trust]
ANIMATED PRESENTATION VIDEO IN ADOBE AFTER EFFECTS WEINTRAUB DIAZ LANDSCAPE ARCHITECTS
SCHIFF HOUSE DAY CARE PLAYGROUND AND GARDEN AT THE CITY COLLEGE OF NEW YORK
play element design, project rendering, construction detailing, construction administration [5,000 SF] [$250,000] [CUNY, CCNY, DASNY] [Michelli + Wyetzner Architects]
ILLUSTRATIVE PLAN REVISIONS
LANDSCAPE ARCHITECTURE
JOANNA
PERTZ
SCHIFF HOUSE DAY CARE PLAYGROUND AND GARDEN AT THE CITY COLLEGE OF NEW YORK play element design, project rendering, construction detailing, construction administration [5,000 SF] [$250,000] [CUNY, CCNY, DASNY] [Michelli + Wyetzner Architects]
2'-10" 6' 4 1/2" 11",TYP.
LOG SCRAMBLE + FULL ROUND STEPPERSPLAN SCALE: 1/2" = 1'-0" LOG SCRAMBLE DETAILING + CONSTRUCTION ADMINISTRATION JOANNA PERTZ LANDSCAPE ARCHITECTURE
6'41/2" 6'-11" 2'-10" 20", TYP. 14", TYP. 11", TYP. 11", TYP.
PLAN 3" = 1' - 0"
PLAN 3" = 1' - 0"
CCNY
NEST L-BRACKET FOR ANCHOR
3/8" DIA x 3" PROPOSED LAG SCREW
NEST L-BRACKET FOR ANCHOR
3x6" PROPOSED DECKING JOIST
3/8" DIA x 3" PROPOSED LAG SCREW
3x6" NEST JOIST PROPOSED WASHER
3x6" NEST JOIST PROPOSED WASHER
3x6" PROPOSED DECKING JOIST
NEST RIB
NEST RIB
NEST L-BRACKET FOR ANCHOR
3x6" PROPOSED DECKING JOIST
3/8" DIA x 3" PROPOSED LAG SCREW 3x6" NEST JOIST PROPOSED WASHER
NEST RIB
PROPOSED WASHER
3/8" DIA x 3" PROPOSED LAG SCREW
PROPOSED WASHER
FASCIA
PROPOSED WASHER
3/8"
3/8" DIA x 3" PROPOSED LAG SCREW
3x6" PROPOSED DECKING JOINT
3x6" PROPOSED DECKING JOINT
3x6" NEST JOIST
NEST RIB
3x6" NEST JOIST
NEST RIB
NEST L-BRACKET FOR ANCHOR
3x6" PROPOSED
2x8 JOIST BOLTED TO NEST LEDGER
3x6"
NEST RIB
BEAM
DECK POST BASE 2x6 JOIST
NEST L-BRACKET FOR
NEST FOOTING
NEST FOOTING
NEST L-BRACKET FOR ANCHOR
NEST FOOTING
NEST + DECK CONNECTION
SKL-09A
CCNY Schiff House 160 Convent Avenue, New York, NY 10031 NEST + DECK SCALE 1/2" = 1' - 0" SKL-09
1 -
SECTION
-
3" = 1' - 0"
Schiff House
1 -
SECTION 3" = 1'
0"
-
-
CCNY Schiff House 160 Convent Avenue, New York, NY 10031 NEST + DECK CONNECTION
JOANNA PERTZ LANDSCAPE ARCHITECTURE
PLAN 3" = 1' 0" 1SECTION 3" = 1' 0"
DECKING JOINT
LAG SCREW
DIA x 3" PROPOSED
NEST JOIST
CCNY Schiff House 160 Convent Avenue, New York, NY 10031 NEST + DECK CONNECTION
10.17.2019 SKL-09A JOANNA PERTZ LANDSCAPE ARCHITECTURE 68 JAY STREET, SUITE 411, BROOKLYN NY 11201 718.797.1106 jkp@joannapertzla.com 3x6" PROPOSED DECKING JOIST
DIA x 3" PROPOSED LAG SCREW 3x6" NEST JOIST PROPOSED WASHER NEST RIB NEST L-BRACKET FOR ANCHORPLAN 3" = 1' - 0" 1SECTION 3" = 1' - 0" 3x6" PROPOSED DECKING JOINT 3/8" DIA x 3" PROPOSED LAG SCREW 3x6" NEST JOIST PROPOSED WASHER NEST FOOTING NEST RIB NEST L-BRACKET FOR ANCHOR CCNY Schiff House 160 Convent Avenue, New York, NY 10031 NEST + DECK CONNECTION DATE: 10.17.2019 SKL-09A JOANNA PERTZ LANDSCAPE ARCHITECTURE 68 JAY STREET, SUITE 411, BROOKLYN NY 11201 718.797.1106 jkp@joannapertzla.com 3x6" NEST JOIST NEST RIBPLAN 3" = 1' - 0"SECTION 3" = 1' - 0" 3x6" PROPOSED DECKING JOINT 3/8" DIA x 3" PROPOSED LAG SCREW 3x6" NEST JOIST PROPOSED WASHER NEST FOOTING NEST RIB NEST L-BRACKET FOR ANCHOR CCNY Schiff House 160 Convent Avenue, New York, NY 10031 NEST + DECK CONNECTION DATE: 10.17.2019 SKL-09A JOANNA PERTZ LANDSCAPE ARCHITECTURE 68 JAY STREET, SUITE 411, BROOKLYN NY 11201 718.797.1106 jkp@joannapertzla.com SCHIFF HOUSE DAY CARE PLAYGROUND AND GARDEN AT THE CITY COLLEGE OF NEW YORK DECK + NEST PLAN DECK + NEST CONNECTION PLAN DECK + NEST CONNECTION SECTION CUSTOM DECK AND NEST PLAY PIECE DETAILING JOANNA PERTZ LANDSCAPE ARCHITECTURE
ANCHOR
DATE:
3/8"
CUSTOM
DECK AND NEST CONSTRUCTION ADMINISTRATION
JOANNA PERTZ LANDSCAPE ARCHITECTURE
SCHIFF HOUSE DAY CARE PLAYGROUND AND GARDEN AT THE CITY COLLEGE OF NEW YORK
PRIVATE RESIDENCE ORNAMENTAL + EDIBLE PLANT GARDEN
illustrative concept plan + planting plan, materials + planting palette
Mendes Residence 6/29/2022 PLANT MATERIAL Mendes Residence 6/29/2022 STONE & WOOD Mendes Residence 6/29/2022 STONE & WOOD Mendes Residence 6/29/2022 DRIVEWAY & STEP STONES Brown-Tan Gray-Black An eco-friendly surfacing material — highly porous and flexible Made from recycled tires, stone aggregate and a proprietary binding agent — Porous Pave is an ideal surfacing material with endless applications. The unique design of the material allows the entire surface area to be porous which allows an amazing 5800 - 6300 gallons of water per hour to pass thru each square foot of surface area. Porous Pave is a ‘pour in place’ material that is mixed on site and applied as a single monolithic pour. Installation is much faster than traditional pavers and is much easier than concrete to finish. A typical four man crew can install up to 3000 square feet per day using a single mortar mixer, readily available concrete tools and a small amount of wood form boards. Best of all, Porous Pave is fully cured in 24 hours and ready for use. AVAILABLE IN 8 COLORS POROUS PAVE XL Visit our website to see: • Informative installation video • Technical bulletins www.porouspaveinc.com The strongest, most durable blend with rubber chips, stone aggregate and hard binder for a tough, wear resistant surface • Steep inclines — Can be installed at grades up to 33% INSTALLATION THICKNESS For commercial applications, vehicle traffic areas, sidewalks and trailways Recommended for patios, golf cart paths, residential walkways and As an overpour on existing concrete, asphalt and wood — a very cost effective way to cover cracked surfaces without the expense and mess of a tear-out Black Blue Brown Cypress Gray Green Redwood Tan ONLINE POROUS PAVE • Independent lab test results • Project photos Mix any of the colors above to create unique color combinations Blue-Gray Black-Brown Cypress-Black Green-Brown Red-Black Tan-Black Before After • MSDS sheets • & much more ILLUSTRATIVE PLANTING PLAN FREELANCE GARDEN DESIGN
NYU LANGONE MEDICAL CENTER CAMPUS maintenance oversight, construction administration, 2D + 3D illustrative rendering [44,500 SF] [$5.2M] [NYU Langone Medical Center] [Ennead Architects]
30th Street FDR Drive MASTER PLAN RENDERING FOR LANDSCAPE ARCHITECTURE MAGAZINE
PERTZ LANDSCAPE ARCHITECTURE
JOANNA
EAST RIVER STORM SURGE
ACTIVATED SUMP PUMP
DESIGN FOR COMMUNITY HEALTH
OPEN PLAZA FOR GATHERING AND EASE OF CIRCULATION
LOW PLANTING BEDS MAINTAIN OPENNESS THROUGHOUT COURTYARD
MONUMENTAL BENCH PROVIDES A FLEXIBLE SPACE TO SIT, GATHER + RECLINE
STEPPING STONE PATH PROVIDES IMMERSIVE WALK THROUGH TREES
5 SEATING NICHES OFFER RESTORATIVE CONNECTION TO NATURE
RETRACTABLE FLOOD GATES INTEGRATED INTO PAVING
FLOOD RESILIENCY
MONUMENTAL STAIR LIFTS THE COURTYARD TO MEET THE RAISED POST SANDY BFE (BASE FLOOD ELEVATION)
SECONDARY FLOOD GATES DEPLOYED TO PROTECT BUILDING ENTRIES
PERMEABILITY
MAXIMIZED AREAS FOR PLANTING 3200 SF
25% OF COURTYARD IS PERMEABLE PLANTING AREA
EXTENSIVE PLANTING AREAS ABSORB STORMWATER AND REDUCE RUNOFF
OPTIMIZE ROOT ZONE
PLANTER LOCATION EXPLOITS RECESSED SLAB FOR GREATER SOIL DEPTH
RAISED PLINTH INCREASES SOIL DEPTH
SILVA CELLS EXPAND SOIL VOLUME FOR SPECIMEN TREES
MOUNDING INCREASES SOIL DEPTH IN SHALLOW PLANTER
STRUCTURAL SUBGRADE
RECESSED SLAB
NYU LMC ALUMNI COURTYARD
FLOOD GATE DEPLOYED AT 16’H TO PROTECT COURTYARD + ADJACENT BUILDINGS -1.7’ -1.7’ 0.00
PRIMARY
ASLA-NY AWARD SUBMISSION DIAGRAM + 3D MODEL JOANNA PERTZ LANDSCAPE ARCHITECTURE
RESILIENCY ON STRUCTURE
NYU LANGONE MEDICAL CENTER CAMPUS
anna ceraulo-jalazo
42-05 48th ave #3D
woodside, ny 11377
516.313.7876
acjalazo@gmail.com
