LICENSED PROFESSIONAL ENGINEER NEW JERSEY LICENSE No ...
DESCRIPTION
SITE
SOURCE: USGS HACKENSACK QUADRANGLE MAPS, 7.5 MINUTE SERIES, DATED 1997
KEY MAP
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PRELIMINARY & FINAL MAJOR SITE PLAN
FOR
18 HACKENSACK LLC
PROPOSED MULTI-FAMILY
DEVELOPMENT
BLOCK 403 / LOT 10.02 430 MAIN STREET
CITY OF HACKENSACK, BERGEN COUNTY, NEW JERSEY
OWNER / APPLICANT
RAN AMIEL 18 HACKENSACK LLC CLIFFSIDE PARK, NJ 07010
ATTORNEY
JOSEPH L. BASRALIAN COURT PLAZA SOUTH EAST WING SUITE 101
21 MAIN STREET CITY OF HACKENSACK, NJ 07601
(201)562-1100 JBASRALIAN@
NOT APPROVED FOR CONSTRUCTION
06 02/05/2019 AHM FOR CLIENT REVIEW 05 01/22/2019 AHM FOR MUNICIPAL APPLICATION COMPLETION 04 11/19/2018 MEM FOR MUNICIPAL SUBMISSION 04 10/24/2018 MEM FOR UPDATED ARCHITECTURALS 03 08/09/2018 MEM FOR CLIENT REVIEW 02 08/01/2018 RAS FOR CLIENT REVIEW 01 06/22/2018 AK FOR ZONING REVIEW
ISSUE DATE BY
Rutherford, NJ ? Princeton, NJ ? Long Island City, NY ? Royal Oak, MI
Headquarters: 92 Park Avenue, Rutherford, NJ 07070 3KRQH?)D[
PRELIMINARY & FINAL MAJOR SITE PLAN
18 HACKENSACK LLC PROPOSED MULTI-FAMILY RESIDENCE
BLOCK 403, LOT 10.02 430 MAIN STREET CITY OF HACKENSACK BERGEN COUNTY, NEW JERSEY
SOURCE: GOOGLE EARTH PRO, DATED 04/19/2016
MAIN STREET RIVER STREET
EAST ANDERSON STREET
PROJECT SITE
AERIAL MAP
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PLANS PREPARED BY:
LOT 9.01 LOT 9.02 LOT 7.02
LOT 14.04 LOT 2
MAIN STREET
LOT 7.01
LOT 20
LOT 22
ZONE B2
LOT 2.01
BLOCK 410
LOT 5
LOT 1
LOT 14.02
LOT 4
ZONE B2
BLOCK 409
LOT 14.01 LOT 14.03
LOT 16
ZONE B2
LOT 22
LOT 18 WARD BLOCK 414
STREET
LO19T.01
LOT 17 LOT 18
ZONE B2
LOT 3
BLOCK 405 EAST ANDERSON STREET
RIVER STREET
ZONE B2
BLOCK 404
LOT 1
SITE
LOT 10.02 LOT 6 LOT 5
LOT 4 LOT 3 LOT 2
LOT 1
LOT 10.01
BLOCK 402.01
LOT 11 LOT 12 LOT 13
ZONE B2
LOT 29
BLOCK 403 LOT 28
LOT 15
LOT 16
LOT 18.02
SOURCE: HACKENSACK TAX MAPS SHEETS 14 & 18, DATED 10/31/2003
KEY MAP
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R
Know what's below Call before you dig.
Rutherford, NJ ? Princeton, NJ ? Long Island City, NY ? Royal Oak, MI
Headquarters: 92 Park Avenue, Rutherford, NJ 07070 3KRQH?)D[
PLAN REFERENCE MATERIALS:
1. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING, BUT NOT LIMITED TO: ? SURVEY OF PREMISES PREPARED BY JTS ENGINEERS AND LAND SURVEYORS, INC. DATED 10/10/2017 ? ARCHITECTURAL PLANS PREPARED BY ENVIRONETICS GROUP ARCHITECTS, DATED 06/20/2018 ? AERIAL MAP OBTAINED FROM GOOGLE EARTH PRO, IMAGERY DATED 04/19/2016 ? LOCATION MAP OBTAINED FROM USGS QUADRANGLE MAPS 7.5 MINUTE SERIES, HACKENSACK NJ, DATED 1997 ? TAX MAP OBTAINED FROM THE TOWNSHIP OF HACKENSACK, BERGEN COUNTY, NEW JERSEY, DATED 10/31/2003
2. ALL REFERENCE MATERIAL LISTED ABOVE SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THESE MATERIALS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF EACH REFERENCE AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION.
SHEET INDEX
DRAWING TITLE
SHEET #
COVER SHEET
C-1
EXISTING CONDITIONS & DEMOLITION PLAN
C-2
SITE PLAN
C-3
GRADING, DRAINAGE, & UTILITY PLAN
C-4
LIGHTING PLAN
C-5
SOIL EROSION & SEDIMENT CONTROL PLAN
C-6
LANDSCAPING PLAN
C-7
CONSTRUCTION DETAILS
C-8 - C-10
JONATHAN R. ISTRANYI, P.E.
NEW JERSEY LICENSE No. 51968
LICENSED PROFESSIONAL ENGINEER
SCALE: TITLE:
AS SHOWN PROJECT ID: T-18140
COVER SHEET
DRAWING:
C-1
T:\2018\T-18140 18 HACKENSACK LLC - 430 MAIN STREET, HACKENSACK, NEW JERSEY\CADD\PLOT\LDP-01-COVR.DWG
DESCRIPTION
06 02/05/2019 AHM FOR CLIENT REVIEW 05 01/22/2019 AHM FOR MUNICIPAL APPLICATION COMPLETION 04 11/19/2018 MEM FOR MUNICIPAL SUBMISSION 04 10/24/2018 MEM FOR UPDATED ARCHITECTURALS 03 08/09/2018 MEM FOR CLIENT REVIEW 02 08/01/2018 RAS FOR CLIENT REVIEW 01 06/22/2018 AK FOR ZONING REVIEW
ISSUE DATE BY
Rutherford, NJ ? Princeton, NJ ? Long Island City, NY ? Royal Oak, MI
Headquarters: 92 Park Avenue, Rutherford, NJ 07070 3KRQH?)D[
ANDERSON STREET
TC: 97.22 BC: 96.67 TC: 98.55 GRATE: 97.80
WIDTH VARIES
G
G
G
G
G
G
G
G
G
G
G
G
CONCRETE PAVING
W
W
W
W
W
W
W
W
W
W
X
X
G
X 0.39'
2.63'
X
X
CHAIN LINK FENCE
X
X
X
X
U.G. GAS LINE
BITUMINOUS PAVING
OH
S 74?45'06" E
OH
OH
OH
O.H. WIRES
OH
49.15'
OH
OH
CONCRETE
27.37'
LOT 10.01
S 15?30'00" W
X
X
X
46.20'
111.10'
X
X
#430 1.5 STORY MASONRY BLDG.
46.20'
LOT 10.02
59.13'
CONTROL CABINET
BITUMINOUS PAVING
2.61'
27.37' BITUMINOUS PAVING
0.81'
X
X
15.77'
58.84'
BITUMINOUS PAVING
W
X
G
W
EXISTING CONDITIONS PLAN
G
G
G
G
G
BITUMINOUS PAVING
TYPICAL O.H. LIGHT
CONCRETE
BITUMINOUS PAVING
X
BEGINNING POINT
X
X
80.84'
N 15?30'00" E
W
W
W
W
W
W
W
W
CONCRETE
W
W
W
W
W
TC: 99.75
BC: 99.15
MAIN STREET WIDTH VARIES
X
X
X
PROPOSED LIMIT OF DISTURBANCE (12,178 SF, 0.28 AC)
LOD
G
G
G
W
W
W
LOD
G
X 0.39'
LOD
EXISTING GAS SERVICE TO BE REMOVED
2.63'
EXISTING LIGHT TO BE REMOVED
X
X
X
EXISTING BUILDING TO BE REMOVED AND
BACKFILLED SUITABLY TO SUPPORT
PROPOSED SITE AREA AND BUILDING
IMDPISRCOOVNEMNEENCTTSE.DEXINISLTAICONCGTOUR1TD0ILAI.TN0ICE1SE
TO BE WITH
UTILITY AUTHORITY REQUIREMENTS
CHAIN LINK FENCE
X
X
X
S 15?30'00" W
X
X
X
LOD
LOD
LOD
LOD
LOD
LOD
LOD
U.G. GAS LINE
BITUMINOUS PAVING
OH
46.20'
LOD
111.10'
X
X
LOD
LOD
X
X
27.37' BITUMINOUS PAVING
0.81'
G
CONCRETE PAVING
WIDTH VARIES
ANDERSON STREET
LOD
S 74?45'06" E
3.22'
LOD
G
G
G
LOD
LOD
W
W
W
W
EXISTING OVERHEAD
ELECTRICAL SERVICE TO BE REMOVED
OH
OH
OH
OH OH
O.H. WIRES
27.37'
#430 1.5 STORY MASONRY BLDG.
46.20'
N 74?30'00" W
G
ADJACENT BUILDING
LOD
BITUMINOUS PAVING
OH
W
X
G
W
59.13'
LOD
EXISTING UTILITY POLE TO BE RELOCATED
CONCRETE EXISTING PAVEMENT
AND CONCRETE TO BE REMOVED
LOT 10.02
G
89.00'
X
3.42'
EXISTING CURB TO BE REMOVED
EXISTING MANHOLE TO REMAIN
G
G
G
G
G
LOD
LOD
LOD
W
W
W
EXISTING LIGHT TO BE REMOVED
X
EXISTING SIGN TO BE RELOCATED
EXISTING INLET TO BE CONVERTED TO TYPE A INLET
EXISTING TRAFFIC CONTROL DEVICE TO BE RELOCATED
BITUMINOUS PAVING
TYPICAL O.H. LIGHT
LOD
100.63
G
G
X
LOD
X
10.00'
W
TC: 100.11 BC: 99.55
G
EXISTING SIGN TO REMAIN
DEMOLITION PLAN
LOD
LOD
EXISTING FIRE HYDRANT TO REMAIN
W
W
W
LOD
LOD
EXISTING SIDEWALK TO BE REMOVED
BITUMINOUS PAVING
CONCRETE
BITUMINOUS PAVING
EXISTING LIGHT TO BE REMOVED
BEGINNING POINT
X
80.84'
N 15?30'00" E
W
W
W
W
W
CONCRETE
W
W
W
W
W
LOD
LOD
LOD
LOD
LOD
MAIN STREET WIDTH VARIES
LOD
LOD
EXISTING SIGN TO REMAIN
LOD
X
X
X
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
89.00'
N 74?30'00" W
ADJACENT BUILDING
3.22'
NOT APPROVED FOR CONSTRUCTION
3.42'
W
LOD
LOD
10.00' PRELIMINARY & FINAL MAJOR SITE PLAN
18 HACKENSACK LLC PROPOSED MULTI-FAMILY RESIDENCE
BLOCK 403, LOT 10.02 430 MAIN STREET CITY OF HACKENSACK BERGEN COUNTY, NEW JERSEY
T:\2018\T-18140 18 HACKENSACK LLC - 430 MAIN STREET, HACKENSACK, NEW JERSEY\CADD\PLOT\LDP-02-EXST_DEMO.DWG
SYMBOL
W
DESCRIPTION
MANHOLE "B" SEWER INLET WATER VALVE GAS METER OVERHEAD LIGHT UTILITY POLE TRAFF. SIGN
TREE
SURVEY NOTES:
1. THE SURVEY LISTED WITHIN THE PLAN REFERENCES ON THE COVER SHEET SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THE SURVEY AND ASSOCIATED DOCUMENTS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION.
2. BEING LOT 10.02, BLOCK 403, PLATE 18 AS SHOWN ON THE CITY TAX MAP.
3. CONTAINING 9,679 SF.. 4. VERTICAL DATUM IS ASSUMED. 5. 100X00 INDICATES TYPICAL SPOT ELEVATION. 6. THE EXISTENCE AND/OR LOCATION OF UNDERGROUND UTILITIES
SHOWN ARE LIMITED TO OBSERVABLE EVIDENCE ONLY. 7. THIS PLAN IS REFERENCED TO A FORMER SURVEY BY JAMES T. SAPIO,
P.L.S., DATED 10-10-2017
SYMBOL
LOD
DESCRIPTION
FEATURE TO BE REMOVED / DEMOLISHED LIMIT OF DISTURBANCE
10'
0'
10'
20'
GRAPHIC SCALE IN FEET
1" = 10'
ALL SITE FEATURES WITHIN THE LIMIT OF DISTURBANCE INDICATED ON THIS PLAN ARE TO BE REMOVED / DEMOLISHED UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IF SIGNIFICANT DISCREPANCIES ARE DISCERNED
BETWEEN THIS PLAN AND FIELD CONDITIONS
DEMOLITION NOTES
1. THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION TOWARDS THE EXISTING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE ENTIRE PLAN SET AND ASSOCIATED REPORTS/REFERENCE DOCUMENTS INCLUDING ALL DEMOLITION ACTIVITIES AND INCIDENTAL TASKS NECESSARY TO COMPLETE THE SITE IMPROVEMENTS.
2. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF DEMOLITION ACTIVITIES.
3. EXPLOSIVES SHALL NOT BE USED UNLESS WRITTEN CONSENT FROM BOTH THE OWNER AND ANY APPLICABLE GOVERNING AGENCY IS OBTAINED. BEFORE THE START OF ANY EXPLOSIVE PROGRAM, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL LOCAL, STATE, AND FEDERAL PERMITS. ADDITIONALLY, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL SEISMIC TESTING AS REQUIRED AND ANY DAMAGES AS THE RESULT OF SAID DEMOLITION PRACTICES.
4. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL UTILITIES ARE DISCONNECTED IN ACCORDANCE WITH THE UTILITY AUTHORITY'S REQUIREMENTS PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL EXCAVATIONS ASSOCIATED WITH DEMOLISHED STRUCTURES OR REMOVED TANKS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHOULD BE PRESENT DURING BACKFILLING ACTIVITIES TO OBSERVE AND CERTIFY THAT BACKFILL MATERIAL WAS COMPACTED TO A SUITABLE CONDITION.
5. DEMOLISHED DEBRIS SHALL NOT BE BURIED ON SITE. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REGULATIONS.
JONATHAN R. ISTRANYI, P.E.
NEW JERSEY LICENSE No. 51968
LICENSED PROFESSIONAL ENGINEER
SCALE:
1" = 10' PROJECT ID: T-18140
TITLE:
EXISTING CONDITIONS & DEMOLITION PLAN
10'
0'
10'
20'
DRAWING:
GRAPHIC SCALE IN FEET
1" = 10'
C-2
T:\2018\T-18140 18 HACKENSACK LLC - 430 MAIN STREET, HACKENSACK, NEW JERSEY\CADD\PLOT\LDP-03-SITE.DWG
81' 9'
COMPACT
5' W
LIMIT OF PROPOSED SIDEWALK
LIMIT OF PROPOSED CONCRETE CURB
PROPOSED DEPRESSED CURB
PROPOSED CONCRETE CURB APRON
PROPOSED STREETSIDE AREA LIGHT (TYPICAL)
PROPOSED BUILDING ENTRANCE
PROPOSED CANOPY
PROPOSED 4 SF WALL SIGN
PROPOSED DEPRESSED CURB
PROPOSED CONCRETE CURB APRON
PROPOSED RELOCATED TRAFFIC SIGN. COORDINATION WITH TOWNSHIP TO OCCUR FOR FINAL LOCATION OF SIGN
PROPOSED CONCRETE CURB (TYPICAL)
PROPOSED CONCRETE CURB RAMP WITH DWS
PROPOSED ASPHALT REPAIR STRIP
ANDERSON STREET WIDTH VARIES
X
STOP
PROPOSED RAMP TO CELLAR
X
X
X
X
X
X
X
X
X
X
X
12.8' 6.0'
5'
12 FT FRONT YARD SETBACK
STOP
20' 16'
PROPOSED SCORED CONCRETE (TYPICAL)
PROPOSED 13 SF ID WALL SIGN
PROPOSED RELOCATED UTILITY POLE
PROPOSED 4 SF WALL SIGN
PROPOSED DOUBLE ROW OF 1' X 1' CONCRETE PAVERS
PROPOSED COMPACT PARKING SPACE WITH COMPACT PARKING SIGNAGE
7
PROPOSED CONCRETE WHEEL STOP (TYPICAL)
CAROUSEL STACKING UNITS WILL BE UTILIZED IN
FIRST FLOOR PARKING GARAGE TO ADD AN ADDITIONAL 6 SPACES
18'
PROPOSED 16 SF WALL SIGN
3
9'
COMPACT
24'
PROPOSED STOP BAR (TYPICAL) PROPOSED 13 SF ID WALL SIGN
PROPOSED BUILDING ABOVE
PROPOSED DOUBLE ROW OF 1' X 1' CONCRETE PAVERS (TYPICAL)
PROPOSED 4 SF BLADE SIGN
PROPOSED RETAINING WALL
PROPOSED LANDSCAPE AREA
5'
24'
9'
PROPOSED MULTI-FAMILY RESIDENTIAL BUILDING 8,695 SF
40 UNITS 40 PARKING SPACES
PROPOSED 4" THICK WHITE STRIPING (TYPICAL)
109'
PROPOSED BICYCLE PARKING AREA (3 TYPICAL)
PROPOSED OVERHEAD GARAGE DOORS
18 FT FRONT YARD SETBACK
PROPOSED STREETSIDE AREA LIGHT
PROPOSED LANDSCAPE AREA
PROPOSED PATIO
SWEATING AREA
18.0' 10'
FIRST FLOOR SITE PLAN
PROPOSED STREET BENCH (TYPICAL)
PROPOSED TRASH AND RECYCLABLE BINS (TYPICAL)
MAIN
PROPOSED CONCRETE CURB (TYPICAL)
STREET
WIDTH VARIES
SYMBOL
DESCRIPTION
PROPERTY LINE SETBACK LINE SAWCUT LINE PROPOSED CURB PROPOSED DEPRESSED CURB PROPOSED EXTENDED CURB PROPOSED SIGNS PROPOSED BUILDING PROPOSED CONCRETE PROPOSED AREA LIGHT PROPOSED BUILDING DOORS
PROPOSED USE
TABLE OF LAND USE AND ZONING
BLOCK 403, LOT 10.02 HACKENSACK REHABILITATION PLAN (NON-CATALYST DEVELOPMENT)
MULTI-FAMILY RESIDENTIAL BUILDING
ZONING REQUIREMENT MINIMUM LOT AREA MINIMUM DWELLING SIZE MAXIMUM AMOUNT OF DWELLING UNITS BETWEEN 500 SF AND 600 SF MAXIMUM AMOUNT OF DWELLING UNITS OVER 1,200 SF MINIMUM/MAXIMUM BUILDING HEIGHT
MINIMUM FRONT YARD SETBACK (MAIN STREET) MINIMUM FRONT YARD SETBACK (ANDERSON STREET) MINIMUM SIDE YARD SETBACK MINIMUM REAR YARD SETBACK
PERMITTED USE REQUIRED N/A 500 SF 25%
25%
2 STORIES (24 FT) / 6 STORIES (72 FT) 18 FT* 12 FT* 0 FT 0 FT
EXISTING 9,679 SF N/A N/A
N/A
1.5 STORIES
68.3 FT* 59.0 FT* 2.6 FT N/A
PROPOSED 9,679 SF 609 SF 0%
0%
6 STORIES (70.3 FT)
18.0 FT* 12.8 FT* 0 FT N/A
*
MEASURED FROM THE FRONT OF THE PROPOSED CURB
PLANT SCHEDULE
PLANT KEY QUANTITY BOTANICAL NAME
COMMON NAME
DECIDUOUS TREES
GLE. TRI.
3
GLEDITSIA TRICANTHOS INERMIS 'SHADEMASTER'
SHADEMASTER HONEYLOCUST
NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN ON THE SITE PLAN AND WITHIN THE PLANT LIST, THE PLAN SHALL DICTATE.
SIZE
REMARKS
6" CAL
B&B
ISSUE DATE BY
ANDERSON STREET WIDTH VARIES
8' 18'
30' 18'
18'
X
X
7
18'
2
PROPOSED 4 SF BLADE SIGN
PROPOSED RAMP TO FIRST FLOOR
PROPOSED DIRECTIONAL ARROW (TYPICAL)
PROPOSED COMPACT PARKING SPACE WITH COMPACT
7
PARKING SIGNAGE (TYPICAL)
5
24'
COMPACT
8'
PROPOSED STRIPED ADA PARKING AREA WITH ADA ACCESSIBLE SIGN
8'
9'
PROPOSED MULTI-FAMILY
20'
2
RESIDENTIAL BUILDING
8,695 SF
9'
18'
40 UNITS
PROPOSED STRIPED ADA PARKING AREA WITH ADA VAN ACCESSIBLE SIGN
40 PARKING SPACES
PROPOSED BICYCLE
PARKING AREA (4 TYPICAL)
9'
7
NOT APPROVED FOR CONSTRUCTION
PROPOSED BRICK PAVER SIDEWALK (TYPICAL)
PROPOSED BUILDING ABOVE
LSIIMDEITWOWAFLKPROPOSED
PROPOSED GLE. TRI. (3 TYPICAL)
LIMIT OF PROPOSED CONCRETE CURB
PROPOSED STARBURST TREE GRATE
CELLAR FLOOR SITE PLAN
PROPOSED 4" THICK WHITE STRIPING
Xref ..\documents\environetics\18057 18 hackensack llc mixed-use\18057_x-site-border.dwg
MAIN STREET
WIDTH VARIES
10'
0'
10'
20'
GRAPHIC SCALE IN FEET
1" = 10'
OFF-STREET PARKING REQUIREMENTS
CODE SECTION DOWNTOWN REHABILITATION PLAN 2.6.1
DOWNTOWN REHABILITATION PLAN 2.6.7 DOWNTOWN REHABILITATION PLAN 2.6.10
DOWNTOWN REHABILITATION PLAN 2.6.10 DOWNTOWN REHABILITATION PLAN 2.7.6 DOWNTOWN REHABILITATION PLAN 2.6.1.1
DOWNTOWN REHABILITATION PLAN 2.6.1
REQUIRED
MULTI-FAMILY DWELLING UNIT:
1.00 SPACES PER STUDIO UNIT 1.25 SPACES PER MULTI-FAMILY UNIT (1.00) * (4 UNITS) = 4 SPACES (1.25) * (36 UNITS) = 45 SPACES TOTAL REQUIRED: 49 SPACES TOTAL REQUIRED: 49 SPACES
ONE (1) BICYCLE SPACE FOR EVERY 50 VEHICLE PARKING SPACES (40 SPACES / 50 SPACES) = 1 SPACE
PARKING STALL DIMENSIONS:
WIDTH = 9 FT LENGTH = 18 FT TWO WAY DRIVE AISLE WIDTH:
24 FT BUILDINGS WITH 25,000 - 50,000 GSF ARE REQUIRED ONE (1) LOADING BAY AND ONE (1) COMPACTOR
COMPACT CAR PARKING STALLS:
10% OF TOTAL REQUIRED PARKING
63$&(6 63$&(6?63$&(6
RESTAURANTS WITH UNDER 600 SF OF SEATING AREA DO NOT REQUIRE PARKING
PROPOSED
40 SPACES (V) 7 BICYCLE PARKING SPACES
9 FT X 18 FT 24 FT 0 LOADING BAYS, 0 COMPACTORS (V) 3 SPACES
566 SF
& + (V) VARIANCE
ONE (1) ADA PARKING SPACE WITHIN EACH OF THE PARKING LEVELS
TANDEM (CAROUSEL) PARKING IS PROHIBITED
2 SPACES ON CELLAR LEVEL (V)
6 CAROUSEL SPACES (V)
CODE SECTION
DOWNTOWN REHABILITATION PLAN 3.0.7d
DOWNTOWN REHABILITATION PLAN 3.0.8a
DOWNTOWN REHABILITATION PLAN 3.2.2a
DOWNTOWN REHABILITATION PLAN 3.2.2a DOWNTOWN REHABILITATION PLAN 3.2.2a DOWNTOWN REHABILITATION PLAN 3.2.2a DOWNTOWN REHABILITATION PLAN 3.2.2d DOWNTOWN REHABILITATION PLAN 3.2.2d
DOWNTOWN REHABILITATION PLAN 3.2.2p
(V) VARIANCE
STREETSCAPE REQUIREMENTS
REQUIRED PEDESTRIAN CLEAR ZONE MUST BE MAINTAINED AT A MINIMUM OF 6 FEET
MAXIMUM CANOPY PROJECTION ONE HALF THE WIDTH OF THE SETBACK AREA (12.8 FEET x 0.5) = 6.4 FEET STREET TREE SPACING: 30 FT ON CENTER
MINIMUM STREET TREE CALIPER: 4 IN MINIMUM STREET TREE TRIMMING CLEARANCE: 8 FT
PROPOSED 3.5 FT BETWEEN GRATE AND OUTDOOR PATIO AREA (V) 6.0 FT
MAIN STREET: 30 FT ON CENTER ANDERSON: N/A (V) 4 IN 8 FT
PRIOR TO INSTALLATION A 4' x 8' MINIMUM AREA SHOULD BE TREATED AND PREPARED FOR TREE ROOT GROWTH
A MINIMUM 2 YEAR WATERING PLAN SHOULD BE PUT INTO PLACE
6' x 6' AREA
ONE (1) GATOR BAG PER STREET TREE
MAXIMUM STREET LIGHT HEIGHT: 16 FT MAXIMUM STREET LIGHTING DISTANCE: 90 FT
16 FT 90 FT
120 V GROUND MOUNTED GFI RECEPTACLES SHOULD BE LOCATED AT THE BASE OF EVERY STREET TREE
AT EACH STREET INTERSECTION, THE CORNER WILL INCLUDE AN OPEN LANDSCAPE AREA (4' x 4' MINIMUM) WITH A RAISED STONE EDGING WITH BELGARD PAVERS AT SOLIDER COURSE
ONE (1) 120 V GROUND MOUNTED GFI RECEPTACLES PER STREET TREE
4' x 5' LANDSCAPED AREA
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND THE PROPOSED SCOPE OF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. SHOULD ANY DISCREPANCY BE FOUND BETWEEN THE EXISTING SITE CONDITIONS AND THE PROPOSED WORK THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. PRIOR TO THE START OF CONSTRUCTION.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIRED PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
3. ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD ENGINEERING & DESIGN, LLC. AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANY DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE.
4. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVAL IS PROVIDED IN WRITING BY STONEFIELD ENGINEERING & DESIGN, LLC.
5. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION.
6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE PROPERTY.
7. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THE CONTRACTORS EXPENSE.
8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS FOR REVIEW. STONEFIELD ENGINEERING & DESIGN, LLC. WILL REVIEW THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT AS REFLECTED WITHIN THE PLAN SET.
9. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
10. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATE GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT OF STREET OPENING PERMITS.
11. THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED SAFETY INSPECTOR TO BE PRESENT ON SITE AT ALL TIMES DURING CONSTRUCTION & DEMOLITION ACTIVITIES.
12. SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC. BE PRESENT ON SITE AT ANY TIME DURING CONSTRUCTION, IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET.
10'
0'
10'
20'
GRAPHIC SCALE IN FEET
1" = 10'
JONATHAN R. ISTRANYI, P.E.
NEW JERSEY LICENSE No. 51968
LICENSED PROFESSIONAL ENGINEER
SCALE: TITLE:
1" = 10' PROJECT ID: T-18140
SITE PLAN
DRAWING:
C-3
PRELIMINARY & FINAL MAJOR SITE PLAN
18 HACKENSACK LLC PROPOSED MULTI-FAMILY RESIDENCE
BLOCK 403, LOT 10.02 430 MAIN STREET CITY OF HACKENSACK BERGEN COUNTY, NEW JERSEY
Rutherford, NJ ? Princeton, NJ ? Long Island City, NY ? Royal Oak, MI
Headquarters: 92 Park Avenue, Rutherford, NJ 07070 3KRQH?)D[
06 02/05/2019 AHM FOR CLIENT REVIEW 05 01/22/2019 AHM FOR MUNICIPAL APPLICATION COMPLETION 04 11/19/2018 MEM FOR MUNICIPAL SUBMISSION 04 10/24/2018 MEM FOR UPDATED ARCHITECTURALS 03 08/09/2018 MEM FOR CLIENT REVIEW 02 08/01/2018 RAS FOR CLIENT REVIEW 01 06/22/2018 AK FOR ZONING REVIEW
DESCRIPTION
DESCRIPTION
06 02/05/2019 AHM FOR CLIENT REVIEW 05 01/22/2019 AHM FOR MUNICIPAL APPLICATION COMPLETION 04 11/19/2018 MEM FOR MUNICIPAL SUBMISSION 04 10/24/2018 MEM FOR UPDATED ARCHITECTURALS 03 08/09/2018 MEM FOR CLIENT REVIEW 02 08/01/2018 RAS FOR CLIENT REVIEW 01 06/22/2018 AK FOR ZONING REVIEW
ISSUE DATE BY
W W
SAN
TC: 97.22 BC: 96.67
TC 97.35 BC 96.85
DC 97.24 BC 97.07
W
G
SAN
SAN
SAN
TC 97.80 BC 97.30
E/T/C
TC 98.05 BC 97.55
98
S 10'TOP
G 98.00
PROPOSED CLEANOUT: INVERT: 95.19
PROPOSED 5 LF 6" PVC ROOF LEADER @ 1.00% SLOPE
PROPOSED 28 LF 6" PVC @ 1.00% SLOPE
FF 98.30
COMPACT
TC: 97.22 BC: 96.67
PROPOSED CONNECTION TO EXISTING WATER MAIN. CONTRACTOR TO CONFIRM LOCATION OF EXISTING WATER MAIN FEASIBILITY OF CONNECTION WITH WATER AUTHORITY PRIOR TO CONSTRUCTION
PROPOSED GAS SERVICE
PROPOSED WATER SERVICE
PROPOSED WATER
G
PROPOSED CONNECTION TO EXISTING GAS MAIN.
VALVE
CONTRACTOR TO CONFIRM LOCATION OF
EXISTING GAS MAIN FEASIBILITY OF CONNECTION
WITH GAS AUTHORITY PRIOR TO CONSTRUCTION
W
G
98
S 10'TOP
PROPOSED CONNECTION TO EXISTING SANITARY MAIN. CONTRACTOR TO CONFIRM LOCATION OF EXISTING SANITARY MAIN FEASIBILITY OF CONNECTION WITH SANITARY AUTHORITY PRIOR TO CONSTRUCTION
PROPOSED GAS VALVE
S SAN
SAN
PROPOSED 20 LF 6" SDR-35 PVC PIPE @ 1.04% MINIMUM SLOPE
PROPOSED SANITARY CLEANOUT
CONTRACTOR TO COORDINATE WITH UTILITY AUTHORITY AND MUNICIPALITY
TO CONFIRM EXACT LOCATION OF UTILITY POLE RELOCATION
SAN
SAN E/T/C
PROPOSED UNDERGROUND
ELECTRIC, TELEPHONCEO, AMNPDACT
COMMUNICATIONS SERVICE
NOT APPROVED FOR CONSTRUCTION
Rutherford, NJ ? Princeton, NJ ? Long Island City, NY ? Royal Oak, MI
Headquarters: 92 Park Avenue, Rutherford, NJ 07070 3KRQH?)D[
99
STOP
99
STOP
PRELIMINARY & FINAL MAJOR SITE PLAN
18 HACKENSACK LLC PROPOSED MULTI-FAMILY RESIDENCE
BLOCK 403, LOT 10.02 430 MAIN STREET CITY OF HACKENSACK BERGEN COUNTY, NEW JERSEY
DC 97.95 BC 97.78
PROPOSED TYPE 'A'
INLET
NO. D-101
GRATE:
97.83
INVERT (IN): 94.83
TC: 98.55 GRATE: 97.80
EXISTING TYPE 'B' INLET
TO BE CONVERTED TO
G
A TYPE 'A' INLET.
CONTRACTOR TO
FIELD VERIFY INVERT.
TC 98.52 BC 98.02
98.00
PROPOSED CLEANOUT: INVERT: 94.91
PROPOSED 8 LF 6" PVC @ 1.00% SLOPE
FF 99.00
FF 100.10
TC 98.78
BC 98.28
G 98.42
100
G 98.49
G 99.75
TC 99.10
100
BC 98.60
W
TC: 99.75 BC: 99.15
GRADING AND DRAINAGE PLAN
TC 99.65 BC 99.15
SYMBOL
100
RIDGELINE
G 100.00 TC 100.50 BC 100.00 FC 100.00 DC 100.12 BC 100.00
DESCRIPTION
PROPERTY LINE
PROPOSED GRADING CONTOUR
PROPOSED GRADING RIDGELINE
PROPOSED DIRECTION OF DRAINAGE FLOW
PROPOSED GRADE SPOT SHOT PROPOSED TOP OF CURB / BOTTOM OF CURB SPOT SHOT PROPOSED FLUSH CURB SPOT SHOT PROPOSED DEPRESSED CURB / BOTTOM OF CURB SPOT SHOT
NOTE:
THE APPLICANT IS RESPONSIBLE FOR ANY NEGATIVE DRAINAGE IMPACTS TO ADJACENT PROPERTIES DUE TO ON-SITE GRADING OR DRAINAGE. SHOULD A NEGATIVE IMPACT BE IDENTIFIED DURING AND/OR UPON COMPLETION OF THE PROJECT, THE IMPACT SHALL BE ADDRESSED IMMEDIATELY.
GRADING NOTES
1. ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE
DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
REQUIREMENTS. ANY GROUNDWATER DE-WATERING PRACTICES
SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED
PROFESSIONAL. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL
NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATERED
GROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE
CERTIFIED CLEAN FILL. CONTRACTOR SHALL MAINTAIN RECORDS OF
ALL FILL MATERIALS BROUGHT TO THE SITE.
2. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR
PERMANENT SHORING WHERE REQUIRED DURING EXCAVATION
ACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES, TO
ENSURE THE STRUCTURAL INTEGRITY OF NEARBY STRUCTURES AND
STABILITY OF THE SURROUNDING SOILS.
3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4 INCHES TO 7
INCHES ABOVE EXISTING GRADES UNLESS OTHERWISE NOTED. THE
CONTRACTOR WILL SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO
STONEFIELD ENGINEERING & DESIGN, LLC. FOR REVIEW AND
APPROVAL PRIOR TO POURING CURBS.
4. THE CONTRACTOR IS RESPONSIBLE TO SET ALL PROPOSED UTILITY
COVERS AND RESET ALL EXISTING UTILITY COVERS WITHIN THE
PROJECT LIMITS TO PROPOSED GRADE IN ACCORDANCE WITH ANY
APPLICABLE MUNICIPAL, COUNTY, STATE AND/OR UTILITY
AUTHORITY REGULATIONS.
5. MINIMUM SLOPE REQUIREMENTS TO PREVENT PONDING SHALL BE AS
FOLLOWS:
? CURB GUTTER:
0.50%
? CONCRETE SURFACES:
1.00%
? ASPHALT SURFACES:
1.00%
5. A MINIMUM SLOPE OF 1.00% SHALL BE PROVIDED AWAY FROM ALL
BUILDINGS. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE
FROM THE BUILDING IS ACHIEVED AND SHALL NOTIFY STONEFIELD
ENGINEERING & DESIGN, LLC. IF THIS CONDITION CANNOT BE MET.
6. FOR PROJECTS WHERE BASEMENTS ARE PROPOSED, THE DEVELOPER IS
RESPONSIBLE TO DETERMINE THE DEPTH TO GROUNDWATER AT THE
LOCATION OF THE PROPOSED STRUCTURE. IF GROUNDWATER IS
ENCOUNTERED WITHIN THE BASEMENT AREA, SPECIAL
CONSTRUCTION METHODS SHALL BE UTILIZED AND
REVIEWED/APPROVED BY THE CONSTRUCTION CODE OFFICIAL. IF
SUMP PUMPS ARE UTILIZED, ALL DISCHARGES SHALL BE CONNECTED
DIRECTLY TO THE PUBLIC STORM SEWER SYSTEM WITH APPROVAL
FROM THE GOVERNING STORM SEWER SYSTEM AUTHORITY.
FF 100.40 FF 100.40
G 100.51
100.63
TC MATCH BC MATCH
TC: 100.11 BC: 99.55
UTILITY PLAN
ADA NOTES
1. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN ANY DIRECTION WITHIN THE ADA PARKING SPACES AND ACCESS AISLES.
2. THE CONTRACTOR SHALL PROVIDE COMPLIANT SIGNAGE AT ALL ADA PARKING AREAS IN ACCORDANCE WITH STATE GUIDELINES.
3. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 5.00% RUNNING SLOPE AND A MAXIMUM OF 2.00% CROSS SLOPE ALONG WALKWAYS WITHIN THE ACCESSIBLE PATH OF TRAVEL (SEE THE SITE PLAN FOR THE LOCATION OF THE ACCESSIBLE PATH). THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ACCESSIBLE PATH OF TRAVEL IS 36 INCHES WIDE OR GREATER UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET.
4. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN ANY DIRECTION AT ALL LANDINGS. LANDINGS INCLUDE, BUT ARE NOT LIMITED TO, THE TOP AND BOTTOM OF AN ACCESSIBLE RAMP, AT ACCESSIBLE BUILDING ENTRANCES, AT AN AREA IN FRONT OF A WALK-UP ATM, AND AT TURNING SPACES ALONG THE ACCESSIBLE PATH OF TRAVEL. THE LANDING AREA SHALL HAVE A MINIMUM CLEAR AREA OF 60 INCHES BY 60 INCHES UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET.
5. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 8.33% RUNNING SLOPE AND A MAXIMUM 2.00% CROSS SLOPE ON ANY CURB RAMPS ALONG THE ACCESSIBLE PATH OF TRAVEL. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT HAVE A SLOPE GREATER THAN 10.00% IF A LANDING AREA IS PROVIDED AT THE TOP OF THE RAMP. FOR ALTERATIONS, A CURB RAMP FLARES SHALL NOT HAVE A SLOPE GREATER THAN 8.33% IF A LANDING AREA IS NOT PROVIDED AT THE TOP OF THE RAMP. CURBS RAMPS SHALL NOT RISE MORE THAN 6 INCHES IN ELEVATION WITHOUT A HANDRAIL. THE CLEAR WIDTH OF A CURB RAMP SHALL BE NO LESS THAN 36 INCHES WIDE.
6. ACCESSIBLE RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL CONTAIN COMPLIANT HANDRAILS ON BOTH SIDES OF THE RAMP AND SHALL NOT RISE MORE THAN ? IN ELEVATION WITHOUT A LANDING AREA IN BETWEEN RAMP RUNS. LANDING AREAS SHALL ALSO BE PROVIDED AT THE TOP AND BOTTOM OF THE RAMP.
7. A SLIP RESISTANT SURFACE SHALL BE CONSTRUCTED ALONG THE ACCESSIBLE PATH AND WITHIN ADA PARKING AREAS.
8. THE CONTRACTOR SHALL ENSURE A MAXIMUM OF ? INCHES VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE A CHANGE IN LEVEL BETWEEN ? INCHES AND ? INCHES EXISTS, CONTRACTOR SHALL ENSURE THAT THE TOP ? INCH CHANGE IN LEVEL IS BEVELED WITH A SLOPE NOT STEEPER THAN 1 UNIT VERTICAL AND 2 UNITS HORIZONTAL (2:1 SLOPE).
9. THE CONTRACTOR SHALL ENSURE THAT ANY OPENINGS (GAPS OR HORIZONTAL SEPARATION) ALONG THE ACCESSIBLE PATH SHALL 127$//2:3$66$*(2)$63+(5(*5($7(57+$1?,1&+
SYMBOL
SAN W E/T/C G
S
DESCRIPTION
PROPERTY LINE PROPOSED SANITARY LATERAL PROPOSED DOMESTIC WATER SERVICE PROPOSED ELECTRICAL/DATA CONDUITS PROPOSED GAS LINE PROPOSED SANITARY MANHOLE / CLEANOUT PROPOSED UTILITY POLE
NOTE:
ALL METERS AND TRANSFORMERS ARE LOCATED ON THE ROOF OF THE BUILDING AND NOT VISIBLE FROM PUBLIC VIEW.
10'
0'
10'
20'
GRAPHIC SCALE IN FEET
1" = 10'
TC: 98.55 GRATE: 97.80
100
100
W TC: 99.75 BC: 99.15
DRAINAGE AND UTILITY NOTES
1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IMMEDIATELY IN WRITING.
2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING UTILITY IDENTIFIED TO REMAIN WITHIN THE LIMITS OF THE PROPOSED WORK DURING CONSTRUCTION.
4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED BETWEEN ANY SANITARY SEWER SERVICE AND ANY WATER LINES. IF THIS SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC.
5. ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARY SEWER LINES BY A MINIMUM DISTANCE OF 18 INCHES. IF THIS SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC.
6. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO CONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF EXISTING UTILITY CROSSINGS FOR WATER AND SANITARY SEWER CONNECTION IMPROVEMENTS. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING.
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRIC AND TELECOMMUNICATION CONNECTIONS WITH THE APPROPRIATE GOVERNING AUTHORITY.
8. CONTRACTOR SHALL START CONSTRUCTION OF ANY GRAVITY SEWER AT THE LOWEST INVERT AND WORK UP-GRADIENT.
7. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EXISTING UTILITIES THAT HAVE BEEN CAPPED, ABANDONED, OR RELOCATED BASED ON THE DEMOLITION/REMOVAL ACTIVITIES REQUIRED IN THIS PLAN SET. THIS DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK.
8. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THE AS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THE LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK.
10'
0'
10'
20'
GRAPHIC SCALE IN FEET
1" = 10'
JONATHAN R. ISTRANYI, P.E.
NEW JERSEY LICENSE No. 51968
LICENSED PROFESSIONAL ENGINEER
SCALE:
1" = 10' PROJECT ID: T-18140
TITLE:
GRADING, DRAINAGE, & UTILITY PLAN
DRAWING:
C-4
T:\2018\T-18140 18 HACKENSACK LLC - 430 MAIN STREET, HACKENSACK, NEW JERSEY\CADD\PLOT\LDP-04-GRAD_UTIL.DWG
DESCRIPTION
06 02/05/2019 AHM FOR CLIENT REVIEW 05 01/22/2019 AHM FOR MUNICIPAL APPLICATION COMPLETION 04 11/19/2018 MEM FOR MUNICIPAL SUBMISSION 04 10/24/2018 MEM FOR UPDATED ARCHITECTURALS 03 08/09/2018 MEM FOR CLIENT REVIEW 02 08/01/2018 RAS FOR CLIENT REVIEW 01 06/22/2018 AK FOR ZONING REVIEW
ISSUE DATE BY
Rutherford, NJ ? Princeton, NJ ? Long Island City, NY ? Royal Oak, MI
Headquarters: 92 Park Avenue, Rutherford, NJ 07070 3KRQH?)D[
0.5
0.5
0.5
0.5
0.5
0.4
0.3
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
0.7
0.7
0.7
0.6
0.5
0.4
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.0
0.9
0.9
1.0
0.9
0.6
0.5
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
X
STOP
1.3
1.4
1.2
1.3
1.0
0.7
0.6
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
X
X
1.4
1.7
1.4
1.3
1.0
0.7
0.6
0.0
0.0
0.0
0.0
0X.0
0.0 X 0.0
0.0X
0.0 X0.0
0.0 X 0.0
X0.0
0.0 X 0.0
0.0X 0.0 X 0.0
0.0 X 0.0 X0.0
0.0
0.0
1.2
1.6
1.3
1.1
0.9
0.6
0.6
PROPOSED 0.5 FOOTCANDLE ISOLINE (TYPICAL)
6.1
7.0
6.4
5.1
2.9
2.5
3.0
5.3
6.2
7.0
6.3
4.7
0.0
1.0
1.3
1.4
1.2
1.0
0.8
0.8
1.2
1.5
1.7
1.7
1.3
1.2
1.3
1.5
2.0
1.9
2.1
1.9
2.4
2.8
PROPOSED 1.0 FOOTCANDLE ISOLINE (TYPICAL)
7.3
8.5
7.5
5.2
3.0
2.6
3.0
5.5
7.4
8.4
7.3
4.8
0.0
B (10')
B (10')
7.9
9.6
8.1
5.8
3.0
2.4
3.0
6.0
8.1
9.5
7.9
5.4
0.0
7.3
8.3
7.5
5.9
3.3
2.9
3.3
5.8
7.5
8.3
7.3
5.4
0.0
1.4
1.9
1.3
2.5
3.5
3.3
3.8
0.6
0.7
0.7
0.7
0.7
0.7
4.8
4.9
4.8
4.5
3.3
2.9
3.3
4.6
4.8
4.8
4.6
4.1
0.0
1.2
1.5
2.3
3.2
3.8
4.7
4.0
A (16')
1.2
1.6
2.5
3.4
4.2
5.2
4.0
C (10')
1.4
1.9
2.8
3.5
4.5
5.0
4.1
1.3
1.4
1.3
1.3
1.3
3.3
3.5
3.2
3.6
3.4
3.1
2.9
3.1
3.5
3.6
3.2
3.4
3.0
0.0
2.5
2.5
2.2
2.0
2.9
3.4
3.6
3.4
3.7
3.5
3.1
2.9
3.1
3.5
3.7
3.4
3.5
3.1
0.0
COMPACT
5.1
4.9
5.0
3.1
2.9
3.2
4.8
5.3
5.6
5.5
4.9
3.3
2.9
3.3
5.0
5.3
5.5
5.4
4.5
0.0
STOP
1.6
2.3
2.6
4.0
3.8
5.1
5.2
2.0
3.9
6.9
7.8
7.4
6.4
3.4
3.0
3.3
5.7
7.3
8.1
7.3
5.4
3.2
2.9
3.3
5.8
7.3
8.0
7.1
4.9
0.0
B (10')
B (10')
B (10')
1.5
1.8
2.3
3.2
3.8
3.8
3.6
4.4
4.1
7.8
9.4
8.5
7.1
3.4
2.5
3.0
5.8
8.0
9.7
8.0
5.8
2.9
2.3
3.0
5.9
8.0
9.6
7.9
5.3
0.0
1.2
1.6
1.8
2.1
2.4
3.0
3.1
3.8
3.8
7.0
8.0
7.6
6.6
3.4
2.9
3.1
5.2
7.1
8.0
7.1
5.3
3.0
2.6
3.0
5.3
7.1
8.0
7.0
4.9
0.0
1.3
1.7
1.6
1.5
1.5
1.7
2.2
2.8
4.3
5.9
6.0
5.7
5.6
3.5
2.8
3.0
4.8
5.6
5.9
5.4
4.7
2.8
2.4
2.8
4.8
5.5
5.8
5.2
4.3
0.0
1.7
1.9
1.6
1.6
1.3
1.2
1.6
3.0
2.9
2.4
2.2
2.3
2.7
2.8
2.7
2.7
2.6
2.1
1.9
2.2
2.6
2.7
2.6
2.6
2.3
0.0
1.6
1.7
1.6
1.7
1.5
1.4
0.7
1.3
1.4
1.5
0.0
1.3
1.2
1.3
1.5
1.2
1.1
0.9
0.9
0.0
1.0
1.0
1.1
1.2
1.1
1.1
1.0
0.9
0.5
0.0
0.8
0.8
1.0
1.1
1.1
1.1
1.0
1.1
1.0
1.2
1.6
1.9
2.0
2.0
1.9
2.0
2.1
2.3
2.4
2.3
2.1
2.0
1.9
2.0
2.0
1.9
1.7
1.3
1.0
0.8
0.7
0.7
0.9
1.0
1.0
1.0
1.0
1.0
1.2
1.4
1.7
2.1
1.4
2.1
2.1
2.1
2.3
2.4
1.7
2.4
2.3
2.2
2.1
2.1
1.4
2.1
1.9
1.5
1.1
0.9
1.5
2.2
2.9
3.0
2.9
2.9
2.6
1.8
1.1
2.1
3.3
5.8
6.2
6.6
6.2
4.5
2.4
1.4
3.0
4.1
7.2
8.6
9.2
8.1
5.2
2.9
1.7
B (10')
4.1
5.5
9.0
10.5
11.5
9.8
6.5
3.3
1.8
3.9
4.0
4.1
3.5
3.2
3.7
4.3
4.5
5.1
6.4
7.3
10.6
11.4
11.9
10.7
7.7
4.1
2.2
8.0
8.0
7.4
4.4
3.8
4.6
7.7
8.6
9.1
9.7
8.3
12.1
12.5
13.2
11.7
8.2
4.2
2.3
NOT APPROVED FOR CONSTRUCTION
9.1
9.2
7.9
4.5
3.7
4.8
8.3
9.9
10.2
9.9
7.9
10.1
11.2
11.9
10.4
6.8
3.7
2.0
B (10')
COMPACT
B (10')
B (10')
1.1
2.1
3.8
7.6
9.1
9.1
8.0
4.8
4.2
5.1
8.4
9.8
10.1
9.7
7.5
9.4
10.4 10.5
9.3
6.0
3.4
2.0
COMPACT
1.3
2.4
4.2
7.7
8.4
8.6
8.3
5.5
4.9
5.7
8.6
9.1
9.5
10.0
7.9
9.6
9.6
9.6
8.4
6.0
3.4
2.0
1.3
2.6
4.1
5.3
5.5
5.6
5.8
5.4
5.2
5.6
6.1
6.2
6.6
7.4
7.7
7.7
6.7
6.0
5.8
5.0
3.4
1.9
1.3
2.5
4.2
5.9
6.0
6.2
6.5
5.6
5.1
5.8
6.7
6.7
7.0
8.0
7.8
8.1
7.1
6.5
6.3
5.2
3.2
1.8
1.2
2.3
3.9
7.7
8.6
8.7
8.3
5.2
4.7
5.4
8.5
9.2
9.5
9.5
7.0
8.9
9.2
9.2
8.1
5.3
2.9
1.7
11.0
1.9
3.6
7.7
9.2
9.5
8.3
4.7
3.8
4.9
8.4
9.9
9.9
9.2
6.4
8.3
9.3
10.0
8.2
5.1
2.4
1.3
B (10')
B (10')
B (10')
1.9
3.4
7.0
8.3
8.5
7.4
4.5
3.9
4.6
7.7
8.9
9.0
8.5
6.1
7.7
8.6
8.9
7.5
4.6
2.4
1.3
1.7
3.3
6.3
6.6
6.8
6.7
4.3
3.6
4.4
6.9
7.1
7.2
7.7
5.9
7.1
7.0
2.2
2.9
3.0
3.1
3.2
3.0
2.9
3.1
3.4
3.4
3.5
4.0
4.1
4.1
3.6
1.6
1.6
1.6
1.8
1.9
1.9
1.9
1.9
1.8
2.0
2.3
2.5
2.4
2.1
Xref ..\documents\environetics\18057 18 hackensack llc mixed-use\18057_x-site-border.dwg
0.6
0.7
0.9
1.0
1.1
1.1
1.0
1.1
1.2
1.4
1.7
1.7
0.8
1.8
1.9
2.0
2.2
2.1
2.1
2.1
2.1
2.1
2.0
1.8
1.7
1.8
1.7
1.5
1.2
0.9
0.6
0.7
0.9
1.1
1.3
1.3
1.2
1.2
1.4
1.6
1.7
2.0
2.2
2.0
1.9
2.0
2.2
2.5
2.6
2.5
2.3
2.0
1.9
1.9
2.2
2.1
1.8
1.5
1.3
1.1
A (16')
A (16')
A (16')
0.6
0.8
1.0
1.2
1.5
1.7
1.6
1.7
2.0
2.4
2.5
2.3
2.2
2.2
2.9
3.4
3.5
3.1
2.9
3.0
3.4
3.5
3.1
2.3
2.1
2.2
2.5
2.3
2.0
1.6
FIRST FLOOR LIGHTING PLAN
SYMBOL
A (XX')
X.X
DESCRIPTION
PROPOSED CALCULATION AREA
PROPOSED 0.5 FC ISOMETRIC LINE
PROPOSED 1.0 FC ISOMETRIC LINE PROPOSED LIGHTING FIXTURE (MOUNTING HEIGHT) PROPOSED LIGHTING INTENSITY (FOOTCANDLES) PROPOSED AREA LIGHT
PROPOSED GARAGE RECESSED LIGHT
PROPOSED CANOPY RECESSED LIGHT
GENERAL LIGHTING NOTES
1. THE LIGHTING LEVELS DEPICTED WITHIN THE PLAN SET ARE
CALCULATED UTILIZING DATA OBTAINED FROM THE LISTED
MANUFACTURER. ACTUAL ILLUMINATION LEVELS AND PERFORMANCE
OF ANY PROPOSED LIGHTING FIXTURE MAY VARY DUE TO
UNCONTROLLABLE VARIABLES SUCH ARE WEATHER, VOLTAGE
SUPPLY, LAMP TOLERANCE, EQUIPMENT SERVICE LIFE AND OTHER
VARIABLE FIELD CONDITIONS.
2. WHERE APPLICABLE, THE EXISTING LIGHT LEVELS DEPICTED WITHIN
THE PLAN SET SHALL BE CONSIDERED APPROXIMATE. THE EXISTING
LIGHT LEVELS ARE BASED ON FIELD OBSERVATIONS AND THE
MANUFACTURER'S DATA OF THE ASSUMED OR MOST SIMILAR
LIGHTING FIXTURE MODEL.
3. UNLESS NOTED ELSEWHERE WITHIN THIS PLAN SET, THE LIGHT LOSS
FACTORS USED IN THE LIGHTING ANALYSIS ARE AS FOLLOWS:
? LIGHT EMITTING DIODES (LED): 0.90
? HIGH PRESSURE SODIUM:
0.72
? METAL HALIDE:
0.72
4. THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING &
DESIGN, LLC. IN WRITING, PRIOR TO THE START OF CONSTRUCTION,
OF ANY PROPOSED LIGHTING LOCATIONS THAT CONFLICT WITH
EXISTING/ PROPOSED DRAINAGE, UTILITY, OR OTHER IMPROVEMENTS.
5. THE CONTRACTOR IS RESPONSIBLE TO PREPARE A WIRING PLAN AND
PROVIDE ELECTRIC SERVICE TO ALL PROPOSED LIGHTING FIXTURES.
THE CONTRACTOR IS REQUIRED TO PREPARE AN AS-BUILT PLAN OF
WIRING AND PROVIDE COPIES TO THE OWNER AND STONEFIELD
ENGINEERING & DESIGN, LLC.
CELLAR FLOOR LIGHTING PLAN
SYMBOL
LABEL QUANTITY SECURITY LIGHTING
PROPOSED LUMINAIRE SCHEDULE
DISTRIBUTION LLF MANUFACTURER IES FILE
A
4
HADCO GRANVILLE SERIES LUMINERE LEAF STYLE CASTING WITH LUNAR OPTICS - 175 WATTS PSMH
3
0.72 HOLOPHANE
GVI5AHP00XX3NXX.IES
B
12
XPG3 GARAGE CANOPY LIGHT, CEILING MOUNTED NEUTRAL WHITE, 550 mA - 68 LED - 125 WATTS
XPG3-5-LED-68-550-NW
5
0.90 LSI LIGHTING
-UE.IES
C
1
CREE EDGE CANOPY LUMINAIRE - TYPE V SHORT DIRECT MOUNT - 40 LED - 43 WATT
5
0.90 CREE LIGHTING
CAN-EDG-5S-_04-E-UL-35040K-CONFIGURED.IES
10'
0'
10'
20'
GRAPHIC SCALE IN FEET
1" = 10'
JONATHAN R. ISTRANYI, P.E.
NEW JERSEY LICENSE No. 51968
LICENSED PROFESSIONAL ENGINEER
PRELIMINARY & FINAL MAJOR SITE PLAN
18 HACKENSACK LLC PROPOSED MULTI-FAMILY RESIDENCE
BLOCK 403, LOT 10.02 430 MAIN STREET CITY OF HACKENSACK BERGEN COUNTY, NEW JERSEY
T:\2018\T-18140 18 HACKENSACK LLC - 430 MAIN STREET, HACKENSACK, NEW JERSEY\CADD\PLOT\LDP-05-LGHT.DWG
CODE SECTION
DOWNTOWN REHABILITATION PLAN 3.2.2d
LIGHTING REQUIREMENTS
REQUIRED MAXIMUM STREET LIGHT HEIGHT: 16 FT MAXIMUM STREET LIGHTING DISTANCE: 90 FT
PROPOSED
16 FT 90 FT
AREA LIGHT A
NOT TO SCALE
GARAGE CANOPY LIGHT B
NOT TO SCALE
CANOPY LIGHT C
NOT TO SCALE
SCALE: TITLE:
1" = 10' PROJECT ID: T-18140
LIGHTING PLAN
10'
0'
10'
20'
DRAWING:
GRAPHIC SCALE IN FEET
1" = 10'
C-5
T:\2018\T-18140 18 HACKENSACK LLC - 430 MAIN STREET, HACKENSACK, NEW JERSEY\CADD\PLOT\LDP-06-SESC.DWG
LOD SF
LOD
LOD
LOD
X
S 10'TOP
TC: 97.22 BC: 96.67
PROPOSED LIMIT OF DISTURBANCE (12,178 SF, 0.28 AC)
G
G
W
W
LOD
LOD
2.63'
SXF
LOD
SF X
LOD
LOD SF
LOD SF
LOD SF
LOD SF
X
X
X
X
X
X
X
X
X
X
X
LOD SF
LOD SF
LOD SF
LOD SF
LOD
W
G
SF
LOD
G
W
98
SF
SF
LOD
G
W
LOD
PROPOSED SILT FENCE (TYPICAL)
G
SF
W
LOD
G
W
SF
G
LOD
W
G
97.61 97.61
98.27
98.40
COMPACT
50'
LOD
W
G
W
G
LOD
TC: 98.55 GRATE: 97.80
W
G
98.14 97.97
98.68
LOD
G
PROPOSED STABILIZED CONSTRUCTION ENTRANCE
W
98.81
20'
SF
SF
SF
PROPOSED SOIL STOCKPILE
SF
SF
SF
SF
LOD
LOD
LOD
99
STOP
LOD
LOD
G
LOD
G
SF
LOD
LOD
G
G
SF
100
LOD
100.63
SF
SF
SF
SF
SF
SF
SF
SF
SF
10.00'
LOD
LOD
W
W
W
W
W
100
W
W
W
W
W
W
W
W
W
W
W
TC: 99.75
LOD
BC: 99.15
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
TC: 100.11 LOD BC: 99.55
G
SYMBOL
LOD SF TPF
DESCRIPTION
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
PROPOSED LIMIT OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE PROTECTION FENCE PROPOSED STOCKPILE & EQUIPMENT STORAGE PROPOSED STABILIZED CONSTRUCTION ENTRANCE PROPOSED INLET PROTECTION FILTER
SOIL CHARACTERISTICS CHART
TYPE OF SOIL PERCENT OF SITE COVERAGE
URBAN LAND (UR) 100.0%
NOTE:
1. ANY AND ALL SOILS IMPORTED TO THE SITE ARE CERTIFIED CLEAN SOILS IN ACCORDANCE WITH CURRENT NJDEP STANDARDS, WITH A COPY OF SAID CERTIFICATION PROVIDED TO THE CITY OF HACKENSACK AND NEA PRIOR TO IMPORT OF ANY MATERIAL BY A PROFESSIONAL.
2. RECYCLED MATERIAL OR DEMOLISHED MATERIALS ARE NOT PERMITTED FOR THE PURPOSES OF BACKFILLING A VACATED EXCAVATION AREA
BERGEN COUNTY SOIL CONSERVATION DISTRICT SOIL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (NJ STANDARDS), AND WILL BE INSTALLED IN PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT STABILIZATION IS ESTABLISHED.
2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA WILL BE MULCHED WITH UNROTTED STRAW AT A RATE OF 2 TONS PER ACRE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER).
3. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF 2 TONS PER ACRE, ACCORDING TO THE NJ STANDARDS.
4. STABILIZATION SPECIFICATIONS: 4.A. TEMPORARY SEEDING AND MULCHING: GROUND LIMESTONE - APPLIED UNIFORMLY ACCORDING TO SOIL TEST RECOMMENDATIONS. FERTILIZER - APPLY 11LBS./1,000 SF OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN (UNLESS A SOIL TEST INDICATES OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4". SEED - PERENNIAL RYEGRASS 100 LBS./ACRE (2.3 LBS./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1. MULCH - UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 LBS./1,000 SF APPLIED TO ACHIEVE 95% SOIL SURFACE COVERAGE. MULCH SHALL BE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER). 4.B. B. PERMANENT SEEDING AND MULCHING: TOPSOIL - UNIFORM APPLICATION TO A DEPTH OF 5" (UNSETTLED). MINIMUM OF 4" FIRMED IN PLACE IS REQUIRED. GROUND LIMESTONE - APPLIED UNIFORMLY ACCORDING TO SOIL TEST RECOMMENDATIONS. FERTILIZER - APPLY 11 LBS./1,000 SF OF 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN (UNLESS A SOIL TEST INDICATES OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4". SEED - TURF TYPE TALL FESCUE (BLEND OF 3 CULTIVARS) 350 LBS./ACRE (8 LBS./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN MARCH 1 AND OCTOBER 1 (SUMMER SEEDINGS REQUIRE IRRIGATION) MULCH - UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 LBS./1,000 SF APPLIED TO ACHIEVE 95% SOIL SURFACE COVERAGE. MULCH SHALL BE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER).
5. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.
6. SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS, INCLUDING AFTER EVERY STORM EVENT.
7. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' OF A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHALL BE CONTAINED BY A HAYBALE SEDIMENT BARRIER OR SILT FENCE.
8. A CRUSHED STONE, VEHICLE WHEEL-CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. SAID BLANKET WILL BE COMPOSED OF 1" - ? CRUSHED STONE, 6" THICK, WILL BE AT LEAST 30' X 100' AND SHOULD BE UNDERLAIN WITH A SUITABLE SYNTHETIC SEDIMENT FILTER FABRIC AND MAINTAINED.
9. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT EXCEED 3:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT.
10. DRIVEWAYS MUST BE STABILIZED WITH 1" - ? CRUSHED STONE OR SUBBASE PRIOR TO INDIVIDUAL LOT CONSTRUCTION.
11. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHT-OF-WAYS, WILL BE REMOVED IMMEDIATELY. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES.
12. CATCH BASIN INLETS WILL BE PROTECTED WITH AN INLET FILTER DESIGNED IN ACCORDANCE WITH SECTION 28 -1 OF THE NJ STANDARDS.
13. STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL.
14. DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT CONTROL BAG OR OTHER APPROVED FILTER IN ACCORDANCE WITH SECTION 14-1 OF THE NJ STANDARDS.
15. DUST SHALL BE CONTROLLED VIA THE APPLICATION OF WATER, CALCIUM CHLORIDE OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 16-1 OF THE NJ STANDARDS.
16. TREES TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WITH A SUITABLE FENCE INSTALLED AT THE DRIP LINE OR BEYOND IN ACCORDANCE WITH SECTION 9-1 OF THE NJ STANDARDS.
17. THE PROJECT OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFF-SITE AS A RESULT OF CONSTRUCTION OF THE PROJECT.
18. ANY REVISION TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION IN THE FIELD.
19. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE THROUGHOUT CONSTRUCTION.
20. THE BERGEN COUNTY SOIL CONSERVATION DISTRICT MUST BE NOTIFIED, IN WRITING, AT LEAST 48 HOURS PRIOR TO ANY LAND DISTURBANCE: BERGEN COUNTY SCD, 700 KINDERKAMACK ROAD, SUITE 106, ORADELL, NJ 07649. TEL: 201-261-4407; FAX 201-261-7573.
21. THE BERGEN COUNTY SOIL CONSERVATION DISTRICT MAY REQUEST ADDITIONAL MEASURES TO MINIMIZE ON OR OFF-SITE EROSION PROBLEMS DURING CONSTRUCTION.
22. THE OWNER MUST OBTAIN A DISTRICT ISSUED REPORT OF COMPLIANCE PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. THE DISTRICT REQUIRES AT LEAST ONE WEEK'S NOTICE TO FACILITATE THE SCHEDULING OF ALL REPORT OF COMPLIANCE INSPECTIONS. ALL SITE WORK MUST BE COMPLETED, INCLUDING TEMPORARY/PERMANENT STABILIZATION OF ALL EXPOSED AREAS, PRIOR TO THE ISSUANCE OF A REPORT OF COMPLIANCE BY THE DISTRICT.
SEQUENCE OF CONSTRUCTION
1. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE. 2. DEMOLISH EXISTING STRUCTURES. ALL EXPOSED SOIL AREAS FOR
DEMOLITION SHALL BE STABILIZED TEMPORARILY UNTIL NEXT PHASE OF CONSTRUCTION BEGINS. 3. ROUGH GRADING AND TEMPORARY SEEDING. 4. INSTALL INLET FILTERS. 5. COMMENCE BUILDING CONSTRUCTION AND SITE IMPROVEMENTS 6. LANDSCAPING IMPROVEMENTS AND FINAL SEEDING. 7. REMOVE SILT FENCE AND SOIL EROSION MEASURES.
DRIVE POSTS PLUMB OR SLIGHTLY UPHILL
SECURELY FASTEN FABRIC TO POSTS
10' DESIRABLE
FLOW
2" x 2" FENCE POST
2' - 0" (MIN.)
TOE OF SLOPE
6" 6"
EMBED FABRIC 6" MINIMUM AND TAMP IN PLACE
2' - 0"
2" x 2" FENCE POST
DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE
SPACE 8'-0" O.C.
2' - 0" (MIN.)
EMBED FABRIC 6" MINIMUM AND TAMP IN PLACE
2' - 0"
NOTES: 1. SECURELY FASTEN GEOTEXTILE TO FENCE
POST BY USE OF WIRE TIES, HOG RINGS, STAPLES OR POCKETS. FOUR TO SIX FASTENERS PER POST. 2. GEOTEXTILE FABRIC TO BE EMBEDDED 6" (MIN.) AND TAMP IN PLACE. 3. SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A POST BY WRAPPING EACH END OF THE GEOTEXTILE AROUND THE POST TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS. 4. SET SILT FENCE WITHIN PROJECT LIMITS. 10'-0" IS DESIRABLE.
SILT FENCE DETAIL
NOT TO SCALE
MAINTAIN SOIL STOCKPILE STABILIZATION THROUGHOUT CONSTRUCTION
STOCKPILE SHALL NOT EXCEED MAXIMUM 3 : 1
SIDE SLOPE
3 1
15' MAXIMUM HEIGHT
INSTALL SILT FENCE
AROUND SOIL STOCKPILE
NOTES:
(SEE DETAIL)
1. STOCKPILES SHALL BE SITUATED SO AS NOT TO OBSTRUCT
NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL
DAMAGE.
2. STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH THE
STANDARDS FOR PERMANENT OR TEMPORARY VEGETATIVE
COVER FOR SOIL STABILIZATION, AS APPROPRIATE (SEE SOIL
EROSION NOTES).
SOIL STOCKPILE DETAIL
NOT TO SCALE
STABILIZATION SPECIFICATIONS:
1.A. TEMPORARY SEEDING AND MULCHING: GROUND LIMESTONE - APPLIED UNIFORMLY ACCORDING TO SOIL TEST
RECOMMENDATIONS. FERTILIZER - APPLY 11LBS./1,000 SF OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN (UNLESS A SOIL TEST INDICATES OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4". SEED - PERENNIAL RYEGRASS 100 LBS./ACRE (2.3 LBS./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1. MULCH - UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 LBS./1,000 SF APPLIED TO ACHIEVE 95% SOIL SURFACE COVERAGE. MULCH SHALL BE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER).
1.B. B. PERMANENT SEEDING AND MULCHING: TOPSOIL - UNIFORM APPLICATION TO A DEPTH OF 5" (UNSETTLED). GROUND LIMESTONE - APPLIED UNIFORMLY ACCORDING TO SOIL TEST RECOMMENDATIONS. FERTILIZER - APPLY 11 LBS./1,000 SF OF 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN (UNLESS A SOIL TEST INDICATES OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4". SEED - TURF TYPE TALL FESCUE (BLEND OF 3 CULTIVARS) 350 LBS./ACRE (8 LBS./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN MARCH 1 AND OCTOBER 1 (SUMMER SEEDINGS REQUIRE IRRIGATION) MULCH - UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 LBS./1,000 SF APPLIED TO ACHIEVE 95% SOIL SURFACE COVERAGE. MULCH SHALL BE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER).
NOTES: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE WIRE.
RECORD DEPTH OF PENETRATION WHEN WIRE DEFORMS; MINIMUM DEPTH OF 6" TO PASS TEST. EITHER PREMEDITATE OR PERFORM THE NEXT TEST.
NOTES: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. MEASURE DEPTH WHEN GAGE READING REACHES 300 PSI OR DEPTH OF 6"
18"-21"
* WIRE MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED.
6" MIN. VISIBLE MARK ON WIRE AT
DEPTH
PROBING WIRE TEST 15.5 GA. STEEL WIRE (SURVEY FLAG)
NOT TO SCALE
* PENETROMETER MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED.
6" MIN. VISIBLE MARK ON SHAFT
DEPTH
HANDHELD SOIL PENETROMETER TEST
NOT TO SCALE
ISSUE DATE BY
DUMP STRAPS
FOAM
1" REBAR FOR BAG REMOVAL FROM INLET
INLET FILTER BAG
INSTALLATION DETAIL
EMERGENCY OVERFLOW
PORT
EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS)
INLET GRATE
BAG DETAIL
DUMP STRAPS (2 EACH)
DUMP STRAP
1" REBAR FOR BAG REMOVAL FROM INLET
CURB OPENING
FOAM DUMP STRAP DEPTH=D
LENGTH=L
WIDTH=W
NOTES: 1. THE FILTER BAG SHALL SAFELY PASS FLOWS GREATER THAN THE 1-YEAR 24-HOUR STORM EVENT. 2. SEDIMENT REMOVAL AND MAINTENANCE SHALL BE PERFORMED FREQUENTLY AND AFTER EVERY
STORM EVENT.
INLET FILTER BAG DETAIL
NOT TO SCALE
NOT APPROVED FOR CONSTRUCTION
EXISTING GROUND
6" 6"
50' MINIMUM (SEE CHART)
6" MIN.
PUBLIC ROADWAY
SLOPE OF PUBLIC
ROADWAY
0% TO 2%
2% TO 5%
LENGTH OF STONE REQ'D
COARSE
FINE
GRAINED SOILS GRAINED SOILS
50 FEET
100 FEET
100 FEET
200 FEET
GEOTEXTILE FABRIC
> 5%
SEE NOTE 4
CRUSHED STONE PAD (SEE NOTE 1) PROFILE VIEW
50' MINIMUM (SEE CHART)
15' MINIMUM (SEE NOTE 2)
CRUSHED STONE PAD (SEE NOTE 1) PLAN VIEW
PUBLIC ROADWAY
NOTES: 1. STONE SHALL BE ASTM C-33, SIZE No. 2 (2.5" TO 1.5")
OR No. 3 (2" TO 1") CLEAN CRUSHED ANGULAR STONE. 2. WIDTH SHALL BE 15' MINIMUM OR THE FULL WIDTH OF THE ACCESS POINT, WHICHEVER IS GREATER. 3. STORMWATER FROM UP-SLOPE AREAS SHALL BE DIVERTED AWAY FROM THE STABILIZED PAD, WHERE POSSIBLE. AT POORLY DRAINED LOCATIONS, SUBSURFACE DRAINAGE GRAVEL FILTER OR GEOTEXTILE SHALL BE INSTALLED BEFORE THE STABILIZED CONSTRUCTION ENTRANCE. 4. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 5%, A STABILIZED BASE OF HOT MIX ASPHALT BASE COURSE SHALL BE INSTALLED. THE TYPE AND THICKNESS OF THE BASE COURSE AND USE OF DENSE GRADED AGGREGATE SUB-BASE SHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL ORDINANCE OR GOVERNING AUTHORITY. 5. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN THE STABILIZED CONSTRUCTION ACCESS AND THE PUBLIC ROADWAY.
STABILIZED CONSTRUCTION ACCESS DETAIL
NOT TO SCALE
SOIL DE-COMPACTION AND TESTING REQUIREMENTS SOIL COMPACTION TESTING REQUIREMENTS
1. SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.
2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN.
3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION MITIGATION VERIFICATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT.
4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS BELOW), THE CONTRACTOR/OWNER SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED PROFESSIONAL.
COMPACTION TESTING METHODS
A. PROBING WIRE TEST (SEE DETAIL) B. HAND-HELD PENETROMETER TEST (SEE DETAIL) C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED D. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED)
1. NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A DRY WEIGHT, SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL.
2. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION.
PROCEDURES FOR SOIL COMPACTION MITIGATION
1. PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.
2. RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAYBE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL.
JONATHAN R. ISTRANYI, P.E.
NEW JERSEY LICENSE No. 51968
LICENSED PROFESSIONAL ENGINEER
SCALE:
1" = 10' PROJECT ID: T-18140
TITLE:
SOIL EROSION & SEDIMENT CONTROL
PLAN
10'
0'
10'
20'
DRAWING:
GRAPHIC SCALE IN FEET
1" = 10'
C-6
PRELIMINARY & FINAL MAJOR SITE PLAN
18 HACKENSACK LLC PROPOSED MULTI-FAMILY RESIDENCE
BLOCK 403, LOT 10.02 430 MAIN STREET CITY OF HACKENSACK BERGEN COUNTY, NEW JERSEY
Rutherford, NJ ? Princeton, NJ ? Long Island City, NY ? Royal Oak, MI
Headquarters: 92 Park Avenue, Rutherford, NJ 07070 3KRQH?)D[
06 02/05/2019 AHM FOR CLIENT REVIEW 05 01/22/2019 AHM FOR MUNICIPAL APPLICATION COMPLETION 04 11/19/2018 MEM FOR MUNICIPAL SUBMISSION 04 10/24/2018 MEM FOR UPDATED ARCHITECTURALS 03 08/09/2018 MEM FOR CLIENT REVIEW 02 08/01/2018 RAS FOR CLIENT REVIEW 01 06/22/2018 AK FOR ZONING REVIEW
DESCRIPTION
T:\2018\T-18140 18 HACKENSACK LLC - 430 MAIN STREET, HACKENSACK, NEW JERSEY\CADD\PLOT\XXX-10-LAND.DWG
X
STOP 0.39'
W
X
X
W
W
X
X
X
X
X
X
X
X
X
X
X
0.81'
COMPACT
PROVIDE A (48") INCH RIGID TREE BARK PROTECTOR AROUND THE
TRUNK OF CANOPY TREES AND UNDERSTORY TREES FOR DEER
PROTECTION. "TREE BARK PROTECTORS - BG48" (A.M. LEONARD HORTICULTURAL
SUPPLY) AT 800-433-0633 OR APPROVED EQUAL
MARK NORTH SIDE OF TREE IN THE NURSERY AND LOCATE
TO THE NORTH IN THE FIELD.
TREE GATOR BAGS WILL BE UTILIZED FOR WATERING DURING THE FIRST TWO YEARS AS STATED IN THE CITY OF HACKENSACK REHABILITATION PLAN.
3.22'
WIRE BASKET TO REMOVED
CUT OFF TWINE, OPEN BURLAP, CUT AS LOW AS
POSSIBLE AND REMOVE.
X = MINIMUM DIAMETER OF PREPARED SOIL FOR
TREES. SEE TABLE
AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS.
INSTALL (2) 3" dia. 8' LONG CEDAR POST IN TO UNDISTURBED SOIL, THEN BACKFILL. STAKES SHALL KEEP TREE VERTICAL AND PLUMB.
SECURE STAKES TO TREE USING 2 ARBORTIES.
SET TOP OF TRUE ROOT BALL 1" TO 2" ABOVE FINISHED GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS.
FORM EARTH WATERING SAUCER AROUND TREE AT EDGE OF ROOT BALL.
MAXIMUM 3" OF SHREDDED BARK MULCH. DO NOT PLACE MULCH WITHIN 6" OF TREE TRUNK.
SOIL TO BE PREPARED PER TABLE PRIOR TO PLANTING TREE.
W
W
W
ANDERSON STREET WIDTH VARIES
W
W
STOP
W
4" TO 6" DEEPER THAN ROOT BALL
W
W
DIG WIDE SHALLOW HOLE WITH TAPERED SIDES
SET ROOT BALL ON UNDISTURBED SOIL PAD IN BOTTOM OF HOLE.
TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL
W
13 JUN. HOR. 4 LIR. MUS.
DECIDUOUS TREE PLANTING DETAIL
3.42'
NOT TO SCALE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
3 GLE. TRI.
MAIN STREET WIDTH VARIES
120-VOLT GROUND MOUNTED GFI RECEPTACLES TO BE PLACED AT THE BASE OF ALL PROPOSED STREET TREES (TYPICAL)
PLANT KEY DECIDUOUS TREES GLE. TRI.
QUANTITY 3
GROUND COVERS
PLANT SCHEDULE
BOTANICAL NAME
COMMON NAME
SIZE
GLEDITSIA TRICANTHOS INERMIS 'SHADEMASTER'
SHADEMASTER HONEYLOCUST
6" CAL
JUN. HOR.
65
JUNIPERUS HORIZONTALIS 'WILTONII'
BLUE RUG JUNIPER
24"-36"
GRASSES
LIR. MUS.
34
LIRIOPE MUSCARI
BIG BLUE LILYTURF
??
NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN ON THE LANDSCAPE PLAN AND WITHIN THE PLANT LIST, THE PLAN SHALL DICTATE.
REMARKS B&B
CONT. 3' O.C. CONT. 18" O.C.
BEFORE YOU BREAK GROUND FOR A PROJECT AROUND YOUR YARD, SUCH AS A
FENCE, IN-GROUND POOL, OR HOME ADDITION, YOU MUST CALL NEW JERSEY ONE
CALL AT (800) 272-1000 TO REQUEST A MARK OUT OF THE UTILITY SERVICES THAT
ARE UNDERGROUND. IT IS
RECOMMENDED THAT YOU CALL 3 DAYS
BEFORE YOU DIG. THE STATE
OF NEW JERSEY REQUIRES THAT
YOU CALL "BEFORE" YOU DIG
SO THAT YOU CAN IDENTIFY
WHERE THE UNDERGROUND
UTILITIES ARE LOCATES (SUCH
AS WATER, GAS, ELECTRIC,
PHONE, CABLE, ETC.) ONCE
THE SERVICES ARE
"MARKED OUT", YOU CAN DIG
WITHOUT THE RISK OF
INTERRUPTING SERVICE FROM
ONE OF THESE UTILITIES,
DAMAGING PROPERTY OR
ONE CALL
SUFFERING PERSONAL
INJURY. IF YOU ARE HAVING A
PROFESSIONAL DO THE
WORK FOR YOU, THEY ARE
RESPONSIBLE TO SERVICES ARE MARKED
NEW JERSEY
CONTACT ONE CALL. UTILITY OUT WITH PAINT OR A FLAG. THE
FOLLOWING LIST WILL
HELP YOU IDENTIFY WHAT UTILITY
HAS PERFORMED A MARK
OUT:
ELECTRIC=RED, GAS/OIL=YELLOW, BLUE, SEWER=GREEN, TEMPORARY EXCAVATION=WHITE
COMMUNICATION TV=ORANGE, WATER= SURVEY MARKINGS=MAGENTA, PROPOSED
CITY OF HACKENSACK DOWNTOWN REHABILITATION PLAN NOTES:
1. ALL STREET TREES ARE TO BE LIMBED UP TO 8 FT. 2. PRIOR TO INSTALLATION, A 4' X 8' MINIMUM AREA SHALL BE
TREATED AND PREPARED FOR TREE ROOT GROWTH. 3. 120-VOLT GROUND MOUNTED GFI RECEPTACLES SHOULD BE
LOCATED AT THE BASE OF EVERY STREET TREE. 4. GATOR BAGS ARE TO BE UTILIZED AS THE 2 YEAR WATERING
PLAN FOR THE PROPOSED STREET TREES.
IRRIGATION NOTE:
IRRIGATION CONTRACTOR TO PROVIDE A DESIGN FOR AN IRRIGATION SYSTEM SEPARATING PLANTING BEDS FROM LAWN AREA. PRIOR TO CONSTRUCTION, DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE DESIGNER FOR REVIEW AND APPROVAL. WHERE POSSIBLE, DRIP IRRIGATION AND OTHER WATER CONSERVATION TECHNIQUES SUCH AS RAIN SENSORS SHALL BE IMPLEMENTED. CONTRACTOR TO VERIFY MAXIMUM ON SITE DYNAMIC WATER PRESSURE AVAILABLE MEASURED IN PSI. PRESSURE REDUCING DEVICES OR BOOSTER PUMPS SHALL BE PROVIDED TO MEET SYSTEM PRESSURE REQUIREMENTS. DESIGN TO SHOW ALL VALVES, PIPING, HEADS, BACKFLOW PREVENTION, METERS, CONTROLLERS, AND SLEEVES WITHIN HARDSCAPE AREAS.
NOTES: 1. LAY TREE ON SIDE TO ACCESS BOTTOM OF TREE.
CUT OFF THE BOTTOM OF THE BASKET AND REMOVE. CUT THE LOWEST HORIZONTAL WIRE OF BASKET ONLY. THIS MAY NOT BE ACCESSIBLE AFTER TREE IS IN THE PLANTING HOLE.
2. SIT TREE IN PLANTING HOLE ON UNDISTURBED SOIL, STRAIGHTEN AND STABILIZE. CUT THE REMAINING HORIZONTAL WIRES AND REMOVE BASKET.
3. ONCE BASKET IS REMOVED, REMOVE TWINE AND BURLAP AS LOW AS POSSIBLE.
TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL TO STABILIZE TREE.
CUT
CUT
CUT
REMOVAL OF WIRE BASKETS DETAIL (if present)
NOT TO SCALE
UNSUITABLE SOIL MATERIAL TO BE REMOVED. ROOT FLARE
TRUE TOP OF ROOT BALL
GENERAL NOTES:
1. PRIOR TO DIGGING TREE AT NURSERY LOCATE THE ROOT FLARE. THIS WILL ALLOW FOR PROPER ROOT BALL SIZING BEFORE DIGGING.
2. PRIOR TO PLANTING, VERIFY THE TOP ELEVATION OF THE TRUE ROOT BALL BY REMOVING BURLAP. IF ALIEN SOIL IS PRESENT REMOVE UNTIL THE ROOT FLARE IS EXPOSED.
3. AT THIS TIME ANY GIRDLING OR CIRCLING ROOTS SHOULD BE REMOVED. EXCESSIVE GIRDLING OR CIRCLING ROOTS WILL CAUSE THE TREE TO BE REJECTED.
4. ONCE SOIL IS REMOVED RETIE DRUM LACING. IF BASKET IS PRESENT, RETIE TO BASKET.
5. IF TO MUCH SOIL IS REMOVE IN THE FIELD THE ROOT BALL IS EFFECTIVELY UNDERSIZED AND WILL BE REJECTED.
TREE ROOT FLARE DETAIL
NOT TO SCALE
GENERAL TREE PLANTING NOTES:
1. FOR CONTAINER GROWN TREES USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY ROOT CIRCLING THE PERIMETER OF THE CONTAINER.
2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZAE SPORES AND FERTILIZER TABLETS IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL AT RATE SPECIFIED BY THE MANUFACTURER.
3. THOROUGHLY SOAK THE ROOT BALL AND THE ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO GROWING SEASONS. WHEN IRRIGATION IS NOT PROVIDED SPECIFICALLY FOR THE TREE, IT IS RECOMMENDED THAT GATOR BAGS ARE USED TO HELP FACILITATE THE PROPER AMOUNT AND RATE OF WATER ARE ACHIEVED. GATOR BAGS SHALL BE INSTALLED AT THE BEGINNING OF EACH GROWING SEASON AND REMOVED EACH FALL. THIS WILL ALLOW FOR THE AREA BENEATH THE GATOR BAG TO DRY OUT REDUCING THE GROWTH OF FUNGUS AND REMOVE POSSIBLE HIDING SPOTS FOR RODENTS. THE GATOR BAGS WILL BE REMOVED AT THE END OF THE SECOND GROWING SEASON UNLESS OTHERWISE ADVISED.
4. PRIOR TO DIGGING HOLE, REMOVE ALL EXCESS SOIL FROM ROOT FLARE TO DETERMINE DEPTH OF HOLE. REFER TO THE ROOT FLARE DETAIL.
5. WHEN PLANTING IN WINTER OR ON WINDY SITES APPLY ANTI-DESSICANT AS PER MANUFACTURER'S SPECIFICATIONS.
PLANT MATERIAL SELECTION AND HANDLING NOTES:
1. PLANTS WITH UNDERSIZED OR BROKEN ROOT BALLS, EXCESSIVE CURLING AND/OR GIRDLING OF ROOTS, INJURY FROM ROUGH TREATMENT, OR DROUGHT STRESS WILL BE REJECTED.
2. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO GUARANTEE THAT THE ROOT BALLS ARE PROPERLY SIZED. PLEASE BE AWARE THAT FOR PROPER SIZING, UNSUITABLE SOIL MATERIAL SHALL BE REMOVED PRIOR TO DIGGING. REFER TO THE TREE ROOT FLARE DETAIL.
3. ROOT BALLS SHALL BE KEPT MOIST AT ALL TIMES. 4. PLANTS SHALL BE COVERED DURING TRANSPORT TO PREVENT EXCESSIVE DRYING FROM WIND. IN WARM WEATHER PLANTS
SHALL BE COVERED JUST PRIOR TO TRAVEL AND UNCOVERED IMMEDIATELY UPON REACHING DESTINATION TO AVOID HEAT BUILD UP UNDER THE TARP. PLANT MATERIAL SHALL NOT BE LEFT IN DIRECT SUNLIGHT OR ON HIGH HEAT ABSORPTION MATERIALS, SUCH AS BUT NOT LIMITED TO, ASPHALT AND/ OR METAL TRUCK BEDS TO PREVENT THE WILTING OF MATERIAL. 5. TREES SHALL BE MOVED BY THEIR ROOT BALL NOT THEIR TRUNK. TREES LARGER THAN 6" SHALL BE MOVED WITH PROPER STRAPPING SECURING ROOT BALL TO EQUIPMENT. WEAVE STRAPPING THROUGH THE LACING, NOT AROUND THE TRUNK. TREE TRUNK SHALL BE PROTECTED AT ALL TIME FROM COMPRESSION AND SEARING. 6. IF PLANTS ARE NOT PLANTED IMMEDIATELY ON SITE, PROPER CARE SHALL BE TAKEN:
a. PLACE IN PARTIAL SHADE WHEN POSSIBLE. b. COVER ROOT BALL WITH MOISTENED MULCH OR AGED WOODCHIPS. c. SUPPLY PROPER IRRIGATION AS NOT TO ALLOW THE ROOT BALL TO DRY OUT. d. UNTIE PLANT MATERIAL AND ALLOW PROPER SPACING OF PLANTS FOR AIR CIRCULATION TO PREVENT DISEASE, WILTING,
LEAF LOSS AND GENERAL HEATH OF PLANTS.
BARE ROOT TREE PLANTING NOTES:
1. SUBMERGE ROOTS IN ROOT DIP GEL- BARE ROOT PLANTING AID WITH MYCORRHIZEA OR APPROVED EQUAL.
MIXING DIRECTIONS:
a. EMPTY THE CONTENTS OF THIS PACKAGE IN FOUR GALLONS OF WATER.
b. LET MIX STAND FOR TEN MINUTES, STIRRING OCCASIONALLY. THE PRODUCT WILL FORM A SLURRY OR THICK
MIXTURE, SO THE ACTIVE INGREDIENTS WILL ADHERE TO THE ROOTS.
c. DIP EACH PLANT FOR ABOUT 5 SECONDS. PLANT IMMEDIATELY. THERE IS NO HARM IN LEAVING THE PLANT IN THE
MIX,
FOUR GALLONS OF MIX WILL TREAT 100-500 PLANTS. THE NUMBER OF PLANTS DEPENDS ON ROOT MASS AND HOW
MUCH OF THE MIXTURE THE ROOTS OF YOUR PLANTS ABSORB. THE ENDO AND ECTOMYCORRHIZA WILL BE USEFUL
21$/0267$//3/$1767+(0$-25(;&(37,216$5(5+2'2'(1'5216$1'$=$/($6%877+(52276
BIOSTIMULANT AND THE WATER HOLDING GEL WILL STILL BE BENEFICIAL.
2. CUT OFF ALL BROKEN ROOTS.
3. MAKE FRESH CUTS AT ENDS OF ROOTS.
4. DIG PLANT HOLES AT LEAST 3 X THE WIDTH AND DEPTH OF THE ROOT MASS.
5. PLANT ROOT FLARE AT GRADE OR GRAFT JUST ABOVE GRADE.
6. BACK FILL ALL HOLES WITH PLANTING MIX APPROVED BY THE ENGINEER.
PLANT MATERIAL GUARANTEE NOTES:
1. LANDSCAPE CONTRACTOR SHALL SUPPLY A TWO YEAR PLANT MATERIAL GUARANTEE. 2. CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE PLANTINGS IF OWNER FAILS TO PROVIDE PROPER CARE AND WATERING AS
INSTRUCTED BY THE LANDSCAPE CONTRACTOR DURING GUARANTEE PERIOD. 3. CONTRACTOR SHALL INSTRUCT OWNER AS TO PROPER CARE OF MATERIAL. 4. THE LANDSCAPE PLAN DRAWING SET SHALL BE CONSIDERED AN INTEGRAL PART OF THE SITE PLAN APPROVAL AND SHALL BE
MAINTAINED IN PERPETUITY.
SOIL PREPARATION NOTES:
1. THE QUALITY OF SOIL AVAILABLE FOR PLANTING VARIES WIDELY FROM SITE TO SITE, ESPECIALLY AFTER CONSTRUCTION ACTIVITY HAS OCCURRED. THE NATURE OF CONSTRUCTION RESULTS IN COMPACTION, FILLING, CONTAMINATION, AND GRADING OF THE ORIGINAL SOIL ON A SITE, RAPIDLY MAKING IT USELESS FOR PLANTING. PREVIOUS HUMAN ACTIVITY AT A SITE CAN ALSO AFFECT THE ABILITY OF THE SOIL TO SUPPORT PLANTS.
2. WHENEVER POSSIBLE THE SOIL IMPROVEMENT AREA SHOULD BE CONNECTED FROM TREE TO TREE. 3. ALWAYS TEST SOIL FOR PH, NUTRIENT LEVELS, AND TEXTURAL CLASS AND ADJUST THESE AS REQUIRED. SUBMIT TEST RESULTS
TO THE ENGINEER PRIOR TO PLANTING ALONG WITH SOIL IMPROVEMENT SUGGESTIONS. SOIL TESTS CAN BE ACQUIRED FROM YOUR LOCAL COUNTY AGRICULTURAL EXTENSION OR AT RUTGERS COOPERATIVE EXTENSION 732-932-9295. 4. LOOSEN SOIL WITH A BACK HOE OR OTHER LARGE COARSE-TILING EQUIPMENT WHEN POSSIBLE, THIS SHOULD NOT BE PERFORMED WHEN SOIL IS FROZEN OR EXCESSIVELY WET. TILING THAT PRODUCES LARGE, COARSE CHUNKS OF SOIL IS PREFERABLE TO TILING THAT RESULTS IN FINE GRAINS UNIFORM IN TEXTURE. AFTER AREA IS LOOSEN IT SHALL NOT BE DRIVEN BY ANY VEHICLE. 5. ANY OVER BY APPLY PRE-EMERGENT WEED CONTROL TO ALL PLANT BEDS PRIOR TO MULCHING. ENSURE COMPATIBILITY BETWEEN PRODUCT AND PLANT MATERIAL. 6 PLANT BED/TREE PIT DRAINAGE: LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SURFACE AND SUBSURFACE
PLANT BED DRAINAGE PRIOR TO INSTALLATION OF PLANTS. IF POOR DRAINAGE CONDITIONS EXIST, CORRECTIVE ACTION SHALL BE TAKEN PRIOR TO PLANTING. 7. ALL PLANTING SOIL SHALL BE AMENDED WITH THE FOLLOWING: a. 0 ................
................
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