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MalcolmXShabazzHighSchoolGreenInfrastructureInformationSheet
Location: 80 Johnson Avenue Newark, NJ 07108
Site Use: School Watershed Name: Newark Airport Peripheral Ditch
Ward: South
Targeted Pollutants: total nitrogen (TN), total phosphorus (TP), and total suspended solids (TSS) in surface runoff
Green Infrastructure Description: Cisterns Rain garden
Estimated Stormwater Captured and Treated Per Year: Cistern: ~3,703 gallons Rain garden: ~7,400 gallons
Implementation Date: 10/17/14 (Cistern) Green Infrastructure System: one (1) 200 gallon cistern and one (1) 180 sq.ft. rain gardenDrainage Area: ~300 sq. ft. (rooftop) Funding Sources: NJ Department of Environmental Protection 319 (h) Grant Partners/Stakeholders: Rutgers Cooperative Extension Water Resources Program, Malcolm X Shabazz High School, NJ Department of Environmental Protection, Greater Newark Conservancy, New JerseyTree Foundation, and Newark DIG Appendix A: Project Completed – Photograph of green infrastructure practice Appendix B: PVSC/RCE Green Infrastructure Feasibility Study for the City of Newark Appendix C: Rain Garden Design Plans and Rendering
MalcolmXShabazzHighSchoolGreenInfrastructureInformationSheet
80 Johnson Avenue, Newark, NJ
Malcolm X Shabazz High School
Appendix A:
Completed Project Photograph
October 17, 2014
Project Completed October 17, 2014
MalcolmXShabazzHighSchoolGreenInfrastructureInformationSheet
80 Johnson Avenue, Newark, NJ
Malcolm X Shabazz High School
Appendix B:
PVSC/RCE Green Infrastructure Feasibility Study
for the City of Newark
Pages 60‐61
60
M A L C O M X S H A B A Z Z H I G H S C H O O L 80 Johnson AvenueNewark, NJ 07108
61
80 Johnson AvenueNewark, NJ 07108
The site is Malcom X Shabazz High School located at 80 Johnson Avenue. The high school garden club will be implementing raised garden beds on the southwest side of the football field. An athletic shed sits on the site near the area of the garden beds. There is an opportunity to install a cistern to collect stormwater runoff from the shed to provide water for the garden. A rain garden can be placed to capture overflow near a catch basin sitting on the south end of the athletic shed.
SUITABLE GREEN INFRASTRUCTURE STRATEGIES:
rain gardens curb cuts stormwater planters
rain barrels buffers cisterns
pervious pavement bioswales depaving
M A L C O M X S H A B A Z Z H I G H S C H O O L
a
a
MalcolmXShabazzHighSchoolGreenInfrastructureInformationSheet
80 Johnson Avenue, Newark, NJ
Malcolm X Shabazz High School
Appendix C:
Rain Garden Design Plans and Rendering
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MALCOLM X SHABAZZ HIGH SCHOOLNEWARK PHASE II NJDEP 319(H) IMPLEMENTATION PROJECT
80 JOHNSON AVENUE, NEWARKESSEX COUNTY, NEW JERSEY
LOCATION MAP: SHEET INDEX:
SHEET #
COVER
TOTAL # OF SHEETS
5
EXISTING CATCH BASIN
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N
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LIMIT OF WORK
SEE P-2 (SITE PLAN)
EXISTING CISTERN
CISTERN OVERFLOW
EXISTING RETAINING WALL
LEGEND:
EXISTING FENCE
EXISTING DRAINAGE AREA EDGE OF PAVEMENT
EXISTING BUILDING
EXISTING CENTERLINE
℄ LIMIT OF WORK
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PLAN NOTES:1. CONTRACTOR SHALL SCHEDULE MEETING WITH ENGINEER AND PROPERTY OWNER PRIOR TO MOBILIZATION.
2. CONTRACTOR SHALL VERIFY ALL INFORMATION INCLUDING ELEVATIONS AND UTILITIES PRIOR TO MOBILIZATION.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED APPROVALS FROM AUTHORITIES WITH JURISDICTION OVER PROPOSED WORK.
4. CONTRACTOR SHALL COORDINATE AND CONFIRM PROJECT SCHEDULE AND WORKING HOURS WITH ENGINEER AND PROPERTY OWNER AND PROCEED IN
ACCORDANCE WITH LOCAL REQUIREMENTS.
5. CONTRACTOR SHALL COORDINATE UTILITY MARK OUT PRIOR TO MOBILIZATION.
6. CONTRACTOR SHALL DEMO AND REMOVE ALL EXISTING ASPHALT PAVING AS SHOWN ON PLAN.
7. CONTRACTOR SHALL HAUL REMOVED DEBRIS OFF SITE UNLESS OTHERWISE NOTED BY PROPERTY OWNER.
N0 4' 8'
SCALE 1" = 4'-0"
EXISTING PLAN
SHEET #
P-2
TOTAL # OF SHEETS
5
RAIN GARDEN BASE
ELEV.= 100.0'
1
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L
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4
"
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0
.5
%
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EXISTING CATCH BASIN
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RAIN GARDEN BASE
ELEV. = 99.50''
E
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H
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EXISTING CISTERN
2
DT-1
17.50'
14.00'
15.00'
3
DT-1
1
DT-1
4
DT-1
CISTERN OVERFLOW
EXISTING RETAINING WALL
STONE-LINED INLET
BERM TO MATCH
EXISTING GRADE
DRAINTECH ATRIUM OVERFLOW
PROPOSED RAIN GARDEN
(180 SF)
LEGEND:
PROPOSED GREEN INFRASTRUCTURE
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N0 4' 8'
SCALE 1" = 4'-0"
SITE PLAN
PLAN NOTES:1. CONTRACTOR SHALL SCHEDULE MEETING WITH ENGINEER AND PROPERTY OWNER PRIOR TO MOBILIZATION AND CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY ALL INFORMATION INCLUDING ELEVATIONS AND UTILITIES PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL PROPOSED MATERIALS WITH PROPERTY OWNER AND ENGINEER PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL STAKE OUT LOCATIONS OF PROPOSED RAIN GARDENS, STONE CHANNELS, AND TRENCH DRAIN AND OBTAIN APPROVAL FROM ENGINEER
PRIOR TO INSTALLATION.
5. CONTRACTOR SHALL INSTALL CONVENTIONAL ASPHALT AS SHOWN ON PLAN. THE ASPHALT AND CONCRETE MIXING PLANT, HAULING AND PLACING EQUIPMENT,
AND INSTALLATION SHALL BE IN CONFORMANCE WITH NAPA IS 131 AND THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007 OR
LATEST VERSION.
6. CONTRACTOR SHALL GRADE SITE AS SHOWN ON PLAN. CUT SOIL SHALL BE REUSED ON SITE FOR FILL LOCATIONS.
7. CONTRACTOR SHALL HAUL EXCESS SOIL OFF SITE UNLESS OTHERWISE NOTED BY PROPERTY OWNER.
8. ALL FINISHED ELEVATIONS SHALL MATCH ADJOINING PAVEMENT ENSURING SMOOTH TRANSITIONS AND NO TRIPPING HAZARDS
.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL AREAS DISTURBED DURING CONSTRUCTION TO ORIGINAL CONDITIONS.
NOTE 1: STONE SHALL BE COMPRISED OF 3"-5" DIAMETER CLEAN, WASHED RIVER STONE. ALL AREAS OF EROSION PROTECTION STONE SHALL BE UNDERLAIN WITH
GEOTEXTILE FABRIC (GEOTEX 801 BY PROPEX OR APPROVED EQUIVALENT).
SHEET #
P-2
TOTAL # OF SHEETS
5
H
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PLANT SPECIES LIST
Perennials
JE Juncus Effusus
LS Lobelia Siphilitica
AT Asclepias Tuberosa
Shrubs
IG Illex Glabra
QUANTITY
25
20
20
5
PLANT LIST
SIZE
PLUG
PLUG
PLUG
Gal.
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N0 4' 8'
SCALE 1" = 4'-0"
SITE PLAN
PLAN NOTES:1. CONTRACTOR SHALL SCHEDULE MEETING WITH ENGINEER AND PROPERTY OWNER PRIOR TO MOBILIZATION AND CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY ALL INFORMATION INCLUDING ELEVATIONS AND UTILITIES PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL PROPOSED MATERIALS WITH PROPERTY OWNER AND ENGINEER PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL STAKE OUT LOCATIONS OF PROPOSED RAIN GARDENS, STONE CHANNELS, AND TRENCH DRAIN AND OBTAIN APPROVAL FROM ENGINEER
PRIOR TO INSTALLATION.
5. CONTRACTOR SHALL INSTALL CONVENTIONAL ASPHALT AS SHOWN ON PLAN. THE ASPHALT AND CONCRETE MIXING PLANT, HAULING AND PLACING EQUIPMENT,
AND INSTALLATION SHALL BE IN CONFORMANCE WITH NAPA IS 131 AND THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007 OR
LATEST VERSION.
6. CONTRACTOR SHALL GRADE SITE AS SHOWN ON PLAN. CUT SOIL SHALL BE REUSED ON SITE FOR FILL LOCATIONS.
7. CONTRACTOR SHALL HAUL EXCESS SOIL OFF SITE UNLESS OTHERWISE NOTED BY PROPERTY OWNER.
8. ALL FINISHED ELEVATIONS SHALL MATCH ADJOINING PAVEMENT ENSURING SMOOTH TRANSITIONS AND NO TRIPPING HAZARDS
.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL AREAS DISTURBED DURING CONSTRUCTION TO ORIGINAL CONDITIONS.
NOTE 1: STONE SHALL BE COMPRISED OF 3"-5" DIAMETER CLEAN, WASHED RIVER STONE. ALL AREAS OF EROSION PROTECTION STONE SHALL BE UNDERLAIN WITH
GEOTEXTILE FABRIC (GEOTEX 801 BY PROPEX OR APPROVED EQUIVALENT).
SHEET #
P-3
TOTAL # OF SHEETS
5
SHEET #
DT-1
TOTAL # OF SHEETS
5
MA
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SHEET #
DT-2
TOTAL # OF SHEETS
5
