SITE PLAN
PROPOSED 8 UNIT MULTI-FAMILY RESIDENCE
140 OVERLOOK AVENUE
CITY OF HACKENSACK, BERGEN COUNTY, N.J.
PROPERTY OWNERS WITHIN 200 FEET
LOT
PROPERTY ADDRESS
OWNER
238.01
238.01
238.02
238.02
238.03
238.04
239
239
1
5
1
8
1
1
2
26
130 OVERLOOK AVE.
150 OVERLOOK AVE.
268 BEECH ST.
HALLEY DR. & SECOND ST
HALLEY DR. & SECOND ST
SECOND ST. & AMERICAN LG.
140 PROSPECT AVE
310 BEECH ST
ALFRED SANZARI ENTERPRISES, L.P.
STRATFORD HOMES CONDO
268 BEECH STREET ASSOCIATES, LLC
BD OF ED CITY OF HACK
BD OF ED CITY OF HACK
BD OF ED CITY OF HACK
SEBRING ASSOC - EXCELSIOR 1
BEECH MANAGEMENT, LLC
SHEET
TITLE
1
2
3
4
5
6
7
8
COVER SHEET
EXISTING CONDITIONS
SITE PLAN
GRADING PLAN
DRAINAGE & UTILITIES PLAN
LANDSCAPE & LIGHTING PLAN
SOIL EROSION CONTROL PLAN
CONSTRUCTION DETAILS
20
ZONE R-3
0'
BLOCK
DRAWING SCHEDULE
PROSPECT
UTILITIES & PUBLIC AGENCIES:
PUBLIC SERVICE ELECTRIC & GAS CO.
C/O CORPORATE SECRETARY
80 PARK PLAZA
MAIL CODE T5E
NEWARK, NJ 07101
BERGEN COUNTY UTILITIES AUTHORITY
CHIEF ENGINEER/ DIRECTOR OF WPC DIV.
PO BOX 9
LITTLE FERRY, NJ 07643
CABLEVISION
GENERAL MANAGER
40 POTASH ROAD
OAKLAND, NJ 07436
CITY OF HACKENSACK
410 E. RAILROAD AVENUE
HACKENSACK, NJ 07601
BERGEN COUNTY PLANNING BOARD
ONE BERGEN COUNTY PLAZA-4TH FL.
HACKENSACK, NJ 07601
NEW JERSEY SUSQUEHANNA & WESTERN
RAILWAY CORP.
ATT.: RICHARD KURDOCK
3 RAILROAD AVENUE
ROCHELLE PARK, NJ 07762
60'
CH
200 OLD HOOK ROAD
HARRINGTON PARK, NJ 07460
BEE
UNITED WATER RESOURCES
C/O CORPORATE SECRETARY
ZONE R-3
SITE
ZONE R-3
ZONE R-3B
UND
ARY
540 BROAD ST, ROOM 2001
NEWARK, NJ 07101
ZON
E BO
NEW JERSEY BELL/VERIZON
RICHARD D. YOUNG III
ZONE R-3B
SECOND
Owner/Applicant: 140 Overlook, LLC
240 W. Passaic St., Suite 11
Maywood, NJ 07607
KEY MAP
D
S UR
L
E NG
NG
I NG
L A
Y
CHAIRMAN
DATE
SECRETARY
E
I
V
DATE
E
I
RI
C
APPROVED BY THE ZONING BOARD
(BOARD OF ADJUSTMENT) OF THE
CITY OF HACKENSACK
COVER SHEET
V
E
SCALE: 1"=100'
N
IN
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
Situated in the
City of Hackensack
Bergen County, NJ
I HAVE REVIEWED THIS SITE PLAN AND
CERTIFY THAT IT MEETS ALL CODES AND
ORDINANCES UNDER MY JURISDICTION
DATE
CITY ENGINEER
SCALE: AS SHOWN
DATE: 09-15-14
DRAWN:MM
CHECK'D:MM
FILE NO. 13-1729
SHEET
1 OF 8
REFERENCES:
1. LOT 4 BLOCK 238.01 AS SHOWN ON THE TAX MAP OF THE CITY OF HACKENSACK.
2. SURVEY OF PROPERTY PREPARED BY MANNO SURVEYING, INC DATED AUGUST 9, 2012.
3. MAP ENTITLED, "EXISTING CONDITIONS MAP" PREPARED BY COSTA ENGINEERING, CORPORATION. DATED
SEPTEMBER 9, 2012
GENERAL NOTES:
1. BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON REFERENCE NUMBERS 2 AND 3 ABOVE.
DATUM NGVD88 AS PER REFERENCE NUMBER 3.
2. AREA OF TRACT = 15,553.88 sf (0.357 ac.)
3. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO REFLECT
ANY ON THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT PROPERTY: EASEMENTS,
UNDERGROUND UTILITIES, BUILDING SETBACK LINES, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
ZONING OR OTHER LAND-USE REGULATIONS, WETLANDS, ENVIRONMENTAL CONDITIONS OR CONTAMINATION,
OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE,
4. UTILITY LOCATIONS WHICH ARE SHOWN HEREON ARE APPROXIMATE AND ARE DEPICTED HEREON AS PER
ABOVE REFERENCES. NO UTILITY INVESTIGATIONS OR SUB-SURFACE INVESTIGATIONS HAVE BEEN MADE BY
THIS OFFICE. OTHER UTILITIES MAY BE PRESENT WHICH ARE NOT SHOWN HEREON. PRIOR TO CONSTRUCTION
ACTIVITIES, THE CONTRACTOR IN RESPONSIBLE CHARGE SHALL DETERMINE THE EXACT LOCATION AND
DEPTHS OF ALL UTILITIES.
5. THERE ARE NO COVENANTS, DEED RESTRICTIONS OR EASEMENTS KNOW TO AFFECT THE SITE.
D
S UR
L
E NG
NG
I NG
L A
Y
I
V
E
I
RI
C
GRAPHIC SCALE
EXISTING CONDITIONS
V
E
N
IN
E
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
Situated in the
City of Hackensack
Bergen County, NJ
( IN FEET )
1 inch =
20
ft.
SCALE: 1" = 20'
DATE: 09-15-14
DRAWN:MM
CHECK'D:MM
FILE NO. 13-1729
SHEET
2 OF 8
NOTES:
BUILDING HEIGHT COMPUTATIONS:
BUILDING COVERAGE CALC.
AVERAGE FINISHED GRADE =
(71.3+72.2+72.2+71.5+65.8+54.0+53.0+51.0
+52.0+62.0) / 10
= 62.5
MAX. BUILDING FOOTPRINT
= 5,175 sf
COVERAGE = 5,175 / 15,553.88 x 100 = 33.27%
L
E NG
SITE PLAN
V
L A
NG
RI
E
I
= 17.6
I
0.5 SP / UNIT
= 0.5 x 8
=4
S UR
I NG
V
TOTAL
GUEST PARKING
D
Y
8 TOTAL UNITS
PLUS 10%
N
C
DOES NOT INCLUDE 8 ADDITIONAL TANDEM SPACES
TOTAL PARKING PROVIDED = 16 SPACES
4 - 1 BEDROOM UNITS
4 - 2 BEDROOM UNITS
REQUIRED
2x8
= 16
0.1 x 16 = 1.6
4. EXISTING IMPERVIOUS AREA
= 2,965 sf (19.06%)
PROPOSED IMPERVIOUS AREA = 8,391.0 sf (53.95%)
E
(1)
PARKING ANALYSIS (CITY OF HACKENSACK)
REQUIRED
1.8 x 4 = 7.2
2.0 x 4 = 8
TOTAL = 15
2. PROPERTY DESCRIPTION: 140 OVERLOOK AVENUE
TAX LOT 4 BLOCK 238.01
TAX MAP SHEET 11
AREA OF EXISTING LOT = 15,553.88 SF (0.357 AC.)
3. REFER TO ARCHITECTURAL DRAWINGS PREPARED BY ARCARI + IOVINO
ARCHITECTS PC FOR FLOOR PLANS, BUILDING ELEVATIONS AND ADDITIONAL
INFORMATION.
ROOF ELEVATION = 107.79
BUILDING HEIGHT = 107.79 - 62.5 = 45.29'
PARKING ANALYSIS (RSIS)
1. BOUNDARY AND TOPOGRAPHIC DATA AS PER SURVEY INFORMATION
PREPARED BY MANNO SURVEYING, INC. AND COSTA ENGINEERING
CORPORATION (SEE SHEET 2) VERTICAL DATUM BASED UPON NAVD88.
IN
E
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
Situated in the
City of Hackensack
Bergen County, NJ
SCALE: 1" = 10'
DATE: 09-15-14
DRAWN:MM
CHECK'D:MM
FILE NO. 13-1729
SHEET
3 OF 8
NOTES:
1. BOUNDARY AND TOPOGRAPHIC DATA AS PER SURVEY
INFORMATION PREPARED BY MANNO SURVEYING, INC. AND
COSTA ENGINEERING CORPORATION (SEE SHEET 2)
VERTICAL DATUM BASED UPON NAVD88.
LEGEND
UTILITY POLE
LIGHT POLE
TRAFFIC SIGNAL POLE
JUNCTION BOX
SIGN
FIRE HYDRANT
S
SANITARY MANHOLE
D
DRAINAGE MANHOLE
CATCH BASIN
EXISTING CONTOUR
PROPOSED CONTOUR
00.00 EXISTING GRADE
00.00 PROPOSED GRADE
TOP OF CURB
TOP OF SLOPE
BOTTOM OF SLOPE
MH
MANHOLE
CB
CATCH BASIN
LI
LAWN INLET
INV
INVERT ELEVATION
FF
FINISHED FLOOR ELEVATION
IP
IRON PIPE OR PIN
RB
RE-BAR
MON
MONUMENT
BM
BENCHMARK
EXISTING TREE
EXISTING TREE TO BE REMOVED
L
E NG
NG
RI
E
V
TS
BS
GRADING PLAN
V
I NG
TOP OF WALL
BOTTOM OF WALL
S UR
C
TW
BW
4. ANY ADJACENT STRUCTURES, RETAINING WALLS,
LANDSCAPING, CURBS, PIPING, PAVEMENT, FENCES, ETC.
DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR
REPLACED.
D
Y
BOTTOM OF CURB
N
E
BC
3. CURBS, DRIVEWAYS, SIDEWALKS AND STORM SEWERS
SHALL BE CONSTRUCTED TO CITY SPECIFICATIONS.
L A
TC
9. ALL ROADWAYS, SIDEWALKS, AND CURBING ALONG
PROPERTY SHALL BE RESTORED TO THE SATISFACTION OF
THE CITY OF HACKENSACK AND ITS PROFESSIONALS.
I
000
8. ALL EXISTING SIGNAGE THAT REQURIES RELOCATION
SHALL BE COORDINATED WITH THE CITY OF HACKENSACK
DEPARTMENT OF PUBLIC WORKS.
I
000
2. ALL CONSTRUCTION WORK MUST BE PERFORMED IN
ACCORDANCEWITH ALL APPLICABLE RULES AND
REGULATIONS OF THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA), THE NEW JERSEY
UNIFORM CONSTRUCTION CODE, FEDERAL, STATE, AND
LOCAL REQUIREMENTS, MANUFACTURER'S INSTALLATION
REQUIREMENTS AND PROCEDURES, AND GOOD
CONSTRUCTION AND ENGINEERING PRACTICE AS PERTAINS
TO SAFETY.
7. RETENTION SYSTEM SHALL BE MAINTAINED ON A PERIODIC
BASIS. AT A MINIMUM, THE DRAINAGE SYSTEM
COMPONENTS ARE TO BE INSPECTED TWICE A YEAR OR
AFTER RAINFALL EVENTS GREATER THAN 2" IN 1 HOUR.
DEBRIS AND OBSTRUCTIONS SHALL BE CLEARED AND ALL
NECESSARY REPAIRS MADE. MAINTENANCE AND REPAIRS
ARE THE RESPONSIBILITY OF THE PROPERTY OWNER.
IN
E
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
5. ALL ROOF LEADERS SHALL BE CONNECTED INTO
PROPOSED DRAINAGE SYSTEM USING MIN. 6" SCH. 40 PVC
PIPING.
6. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY
THE LOCATION AND DEPTHS OF ALL UTILITIES AND SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS
WITH THIS PLAN.
Situated in the
City of Hackensack
Bergen County, NJ
SCALE: 1" = 10'
DATE: 09-15-14
DRAWN:MM
CHECK'D:MM
FILE NO. 13-1729
SHEET
4 OF 8
NOTES:
1. BOUNDARY AND TOPOGRAPHIC DATA AS PER SURVEY
INFORMATION PREPARED BY MANNO SURVEYING, INC. AND
COSTA ENGINEERING CORPORATION (SEE SHEET 2)
VERTICAL DATUM BASED UPON NAVD88.
LEGEND
UTILITY POLE
LIGHT POLE
TRAFFIC SIGNAL POLE
JUNCTION BOX
SIGN
FIRE HYDRANT
S
SANITARY MANHOLE
D
DRAINAGE MANHOLE
CATCH BASIN
000
EXISTING CONTOUR
000
8. THE SANITARY SEWER CONNECTION SHALL BE DISCUSSED
WITH THE SUPERINTENDENT OF PUBLIC WORKS PRIOR TO
THE COMMENCEMENT OF WORK.
9. THE SIZE AND MATERIAL OF THE EXISTING UTILITIES SHALL
BE CONFIRMED PRIOR TO CONSTRUCTION.
PROPOSED CONTOUR
00.00 EXISTING GRADE
00.00 PROPOSED GRADE
TC
2. ALL CONSTRUCTION WORK MUST BE PERFORMED IN
ACCORDANCEWITH ALL APPLICABLE RULES AND
REGULATIONS OF THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA), THE NEW JERSEY
UNIFORM CONSTRUCTION CODE, FEDERAL, STATE, AND
LOCAL REQUIREMENTS, MANUFACTURER'S INSTALLATION
REQUIREMENTS AND PROCEDURES, AND GOOD
CONSTRUCTION AND ENGINEERING PRACTICE AS PERTAINS
TO SAFETY.
7. RETENTION SYSTEM SHALL BE MAINTAINED ON A PERIODIC
BASIS. AT A MINIMUM, THE DRAINAGE SYSTEM COMPONENTS
ARE TO BE INSPECTED TWICE A YEAR OR AFTER RAINFALL
EVENTS GREATER THAN 2" IN 1 HOUR. DEBRIS AND
OBSTRUCTIONS SHALL BE CLEARED AND ALL NECESSARY
REPAIRS MADE. MAINTENANCE AND REPAIRS ARE THE
RESPONSIBILITY OF THE PROPERTY OWNER.
3. CURBS, DRIVEWAYS, SIDEWALKS AND STORM SEWERS
SHALL BE CONSTRUCTED TO CITY SPECIFICATIONS.
TOP OF CURB
TOP OF SLOPE
BOTTOM OF SLOPE
MH
MANHOLE
CB
CATCH BASIN
LI
LAWN INLET
INV
INVERT ELEVATION
FF
FINISHED FLOOR ELEVATION
IP
IRON PIPE OR PIN
RB
RE-BAR
MON
MONUMENT
BM
BENCHMARK
EXISTING TREE
EXISTING TREE TO BE REMOVED
L
E NG
L A
DRAINAGE & UTILITIES PLAN
NG
RI
E
I
V
TS
BS
I
TOP OF WALL
BOTTOM OF WALL
C
TW
BW
4. ANY ADJACENT STRUCTURES, RETAINING WALLS,
LANDSCAPING, CURBS, PIPING, PAVEMENT, FENCES, ETC.
DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR
REPLACED.
V
I NG
BOTTOM OF CURB
S UR
Y
BC
D
E
N
IN
E
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
5. ALL ROOF LEADERS SHALL BE CONNECTED INTO PROPOSED
DRAINAGE SYSTEM USING MIN. 6" SCH. 40 PVC PIPING.
6. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY THE
LOCATION AND DEPTHS OF ALL UTILITIES AND SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS
WITH THIS PLAN.
Situated in the
City of Hackensack
Bergen County, NJ
SCALE: 1" = 10'
DATE: 09-15-14
DRAWN:MM
CHECK'D:MM
FILE NO. 13-1729
SHEET
5 OF 8
PLANT SCHEDULE
KEY
AR
AZ
CC
JC
TM
TO
3" OF SHREDDED OAK BARK
MULCH. DO NOT MULCH CROWN OF
TREE.
LIGHTING NOTES:
MAKE PLANTING PIT THREE
TIMES LARGER THAN BALL.
TAPER SIDES OF PLANTING
PIT.
1. USE THIS WIRING DIAGRAM FOR ESTIMATING PURPOSES ONLY.
ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE THE
EXACT POINT-TO POINT WIRING DIAGRAMS.
2. PROVIDE POWER SUPPLIES, LIGHTING CONTROL DEVICES,
CONTROL AND WIRING ARE REQUIRED FOR COMPLETE LIGHTING
CONTROL.
3. PROVIDE AUXILIARY RELAYS, POWER SUPPLIES, CONDUIT AND
WIRING AS REQUIRED COMPLETE LIGHTING CONTROL.
4. SHIELDING SHALL BE PROVIDED FOR ALL FIXTURES TO PREVENT
SPILLAGE ONTO ANY ADJOINING PROPERTIES.
PACK SOIL AROUND BASE OF
TREE TO STABILIZE BALL.
QTY.
2
63
4
30
78
83
BOTANICAL NAME
ACER RUBRUM
AZALEA HYBRID 'TRADITION'
CERCIS CANADENSIS
JUNIPERUS CHINENSI SARGENTI
TAXUS MEDIA 'MEYERI'
THUJA OCCIDENTALIS EMERALD
DECIDUOUS TREE PLANTING DETAIL
LSI INDUSTRIES "CITATION" FIXTURE
LANDSCAPE NOTES:
REMARKS
STRONG SINGLE LEADER, BRANCHED-UP 7'
FULL, DENSE FORM
DENSE BRANCHING, FULL FORM
FULL, DENSE FORM
FULL, DENSE FORM
DENSE BRANCHING, UNIFORM SIZE & SHAPE
MAKE PLANTING PIT THREE TIMES
THE SIZE OF PLANT BALL AND
TAPER SIDE.
Qty
Label
Arrangement
Total Lamp Lumens LLF
4
SL1
SINGLE
12900
Description
0.850 LSI INDUSTRIES CT2H-3-150-PSMH-F-MT-BLK 4SQB5-S11G-14-S-BLK
4" STRAIGHT SQUARE POLE
3" OF SHREDDED OAK BARK MULCH,
DO NOT MULCH CROWN OF TREE.
MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL FINAL
ACCEPTANCE, BUT IN NO CASE LESS THAN 30 DAYS AFTER SUBSTANTIAL
COMPLETION OF PLANTING.
SIZE
2 1/2" cal.
18"-24"
2 -1/2" cal
15"-18"
18"-24"
6'-7'
LUMINAIRE SCHEDULE
NO SCALE
Symbol
2.25"
SSA4 Pole
Base/Tenon
Base Cover
Tenon-Pole
Mtg. Bolts
3/4" x 17" x 3"
Anchor Bolts (4)
7" Bolt Circle
Max. 3" Proj.
Grout
NOTES:
1. REMOVE BURLAP AND WIRE BASKET FROM TOP THIRD OF ROOT BALL
2. SET ROOT BALL SO THAT ROOT FLARE IS EXPOSED. SOIL TO BE
REMOVED FROM THE TOP OF THE ROOT BALL, UP TO TWO INCHES, TO
EXPOSE ROOT FLARE.
FINISHED GRADE
6" x 6" - W1.4 x W1.4
#4 VERT BARS (4 REQUIRED)
EVERGREEN TREE PLANTING DETAIL
NO SCALE
3,000 PSI CONCRETE
N
D
S UR
L
E NG
I NG
3" SHREDDED OAK BARK MULCH.
DO NOT MULCH CROWN.
MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING,
AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING, AND REPLANTING AS
REQUIRED TO ESTABLISH A SMOOTH, ACEPTABLE LAWN, FREE OF ERODED OR
BARE AREAS.
15. UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVED FOR ALL PLANTING
AREAS.
ER
I
V
CONDUIT
ANCHOR BOLTS
PER MANUFACTURE'S
REQUIREMENTS
LANDSCAPE & LIGHTING PLAN
VE
I NG
2-1"C-1#2 BC TO GROUND GRID DIRECT
BURY #2 GROUND WIRE
Y
1. SEEDED LAWNS, NOT LESS THAN 60 DAYS AFTER SUBSTANTIAL
COMPLETION.
2. IF SEEDED IN FALL AND NOT GIVE FULL 60 DAYS OF MAINTENANCE,
OR IF NOT CONSIDERED ACCEPTABLE AT THAT TIME, CONTINUE
MAINTENANCE FOLLOWING SPRING UNTIL ACCEPTABLE LAWN IS
ESTABLISHED.
3. SODDED LAWNS, NOT LESS THATN 30 DAYS AFTER SUBSTANTIAL
COMPLETION.
L A
MAINTAIN LAWNS FOR NOT LESS THAN THE PERIOD STATED BELOW, AND
LONGER AS REQUIRED TO ESTABLISH AND ACCEPTABLE LAWN.
PACK SOIL AROUND
BASE OF TREE BALL TO
STABILIZE TREE.
I
MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING,
AND WEEDING AS REQUIRED FOR HEALTHY GROWTH, RESTORE PLANTING
SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET
TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS
REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY
AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE.
C
1. EVERY EFFORT TO BE MADE BY THE CONTRACTOR TO
PREVENT/MINIMIZE COMPACTION OF SOIL IMMEDIATELY
OVER THE TREES ROOT SYSTEM WITHIN THE DRIP LINE.
2. ALL STUMPS AND OTHER TREE PARTS, LITTER, WEEDS, EXCESS
OR SCRAP BUILDING MATERIALS, OR OTHER DEBRIS SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE
WITH NEW JERSEY DEPARTMENT OF ENVIRONMENTAL
PROTECTION REGULATIONS, NO TREE STUMPS, PORTIONS OF
TREE TRUNKS OR LIMBS SHALL BE BURIED ANYWHERE IN THE
DEVELOPMENT. ALL DEAD OR TYING TREES, STANDING OR
FALLEN, SHALL BE REMOVED FROM THE SITE.
3. PRIOR TO ANY EXCAVATION FOR THE INSTALLATION OF PLANT
MATERIAL, THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION AND ELEVATION OF ANY AND ALL UNDERGROUND
UTILITIES.
4. THE CONTRACTOR SHALL INSPECT ALL PLANTING AREAS BEFORE
ANY TOPSOILING OR PLANTING IS BEGUN TO ENSURE ADEQUATE
DRAINAGE EXISTS. IF ANY AREAS TO BE LANDSCAPED SHOW
EVIDENCE OF POOR DRAINAGE, THE CONTRACTOR SHALL NOTIFY
THE OWNER IMMEDIATELY FOR CORRECTIVE ACTION. ANY PLANT
MATERIAL THAT DIES DUE TO POOR OR INADEQUATE DRAINAGE
SHALL BE THE RESPONSIBILTY OF THE LANDSCAPE CONTRACTOR.
5. TOPSOIL MOVED DURING THE COURSE OF CONSTRUCTION SHALL
BE REDISTRIBUTED SO AS TO PROVIDE AT LEAST SIX (6) INCHES
OF COVER TO ALL AREAS OF THE DEVELOPMENT AND SHALL BE
STABILIZED BY SEEDING, SODDING OR PLANTING.
6. TOPSOIL SHALL BE A NATURAL, FRIABLE TOPSOIL, REPRESENTATIVE
OF PRODUCTIVE SOILS IN THE VICINITY. IT SHALL BE OBTAINED FROM
WELL-DRAINED AREAS, FREE OF SUBSOIL, FOREIGN MATTER, TOXIC
SUBSTANCES AND ANY HARMFUL MATERIAL.
7. ALL LANDSCAPED AREAS SHALL HAVE SIX(6) INCHES OF TOPSOIL.
8. BACKFILL MATERIAL FOR BACKFILLING AROUND TREE/SHRUB BALLS
SHALL BE A MIXTURE BY VOLUME OF THE FOLLOWING MATERIALS IN
QUANTITIES SPECIFIED: 1/5 PEAT MOSS, 4/5 TOPSOIL. ADD 15 LBS. OF
20-10-5 FERTILIZER PER CUBIC YARD OF BACKFILL. BACKFILL MATERIAL
BY ANALYSIS SHALL HAVE AT LEAST 15% ORGANIC MATTER.
9. ALL PLANT MATERIAL THAT IS TO BE INSTALLED TO BE IN FULL
COMPLIANCE WITH THE SPECIFICATIONS CITED IN THE "PLANT
LIST". ANY DEVIATION/SUBSTITUTION FROM THE PLANT LIST TO
BE REVIEWED AND APPROVED BY THE PROJECT LANDSCAPE
ARCHITECT PRIOR TO THE PURCHASE OF THE MATERIAL.
10. ALL LANDSCAPE MATERIALS TO BE OF NURSERY STOCK AND FREE
OF INSECTS AND DISEASE.
ROOT
B&B
No. 3 can
B&B
No. 2 can
B&B
B&B
TREE REMOVAL NOTE: 35 EXISTING ON TREES TO BE REMOVED.
NOTES:
1. REMOVE BURLAP AND WIRE BASKET FROM TOP THIRD OF ROOT BALL
2. SET ROOT BALL SO THAT ROOT FLARE IS EXPOSED. SOIL TO BE
REMOVED FROM THE TOP OF THE ROOT BALL, UP TO TWO INCHES, TO
EXPOSE ROOT FLARE.
11. ALL TREES, SHRUBS, AND GROUND COVERS TO COMPLY WITH THE
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK" AND AS FURTHER SPECIFIED.
12. ALL TREES TO BE STRAIGHT TRUNKED AND LEADER(S) INTACT.
13.IF AFTER REGRADING ROCK IS EXPOSED PLANTINGS SHALL BE
ADJUSTED ACCORDINGLY.
14.MAINTENANCE:
BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING.
COMMON NAME
RED MAPLE
DOUBLE PINK AZALEA
EASTERN REDBUD
SARGENT JUNIPER
MEYERS YEW
EMERALD GREEN ARBOVITAE
IN
E
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
Situated in the
City of Hackensack
Bergen County, NJ
24"
NOTE:REMOVE BURLAP FROM TOP THIRD OF ROOT BALL IF BALLED AND
BURLAPPED.
NOTE:
LIGTHT FOUNDATION APPROXIMATE SIZE.
LIGHTING CONTRACTOR TO CONSULT WITH GEOTECHNICAL ENGINEER PRIOR
TO INSTALLATION TO DETERMINE EXACT LIGHT FOOTING DIMENSIONS.
INSTALL AS PER MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS
SCALE: 1" = 10'
SHRUB PLANTING DETAIL
LIGHT POLE DETAIL
NO SCALE
N.T.S.
DATE: 09-15-14
DRAWN:MM
CHECK'D:MM
FILE NO. 13-1729
SHEET
6 OF 8
PRESSURE TREATED 2"x4"
BOXED OPENING (12"x12") UNDER FABRIC
SECURE MIRAFI 100X OR EQUIVALENT
TO WIRE SUPPORT AND 2"x4".
SOIL EROSION CONSTRUCTION SEQUENCE:
1. DEMOLISH EXISTING BUILDING AND STRUCTURES. REMOVE EXISTING
PAVEMENT AND CURBS - 1st WEEK .
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCES, STRIP TOPSOIL - 1st - 3rd DAY
MOLD 6x6, 5/5 GA 49# /100SF
WELDED WIRE SUPPORT AROUND
INLET FRAME & GRATE, EXTEND
6" MIN. AT SIDES.
BACKFILL AFTER
INSTALLATION OF
INLET FILTER
3. CONSTRUCT PROPOSED STORM DRAINAGE SYSTEM. INSTALL INLET FILTERS 2nd WEEK
4. EXCAVATE AND ROUGH GRADE SITE. TEMPORARY SEED/MULCH DISTURBED
AREAS 3rd - 4 th WEEK.
1. CONTRACTOR TO CLEAN INLET
FILTER AFTER EVERY STORM
5. CONSTRUCT PROPOSED BUILDING AND RETAINING WALLS - 4th WEEK - 52nd
WEEK
2. CONTRACTOR TO REMOVE FABRIC
JUST PRIOR TO PAVING
50' OR GREATER AS REQUIRED
3. INLET FILTER TO BE DESIGNED TO CAPTURE OR
FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR DESIGN STORM
AND SHALL SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO
THE STORM SEWER SYSTEM.
PUBLIC
R.O.W.
6. BACKFILL FOUNDATION - 6th WEEK.
EXISTING GROUND
7. CONSTRUCT PROPOSED CURBING - 48th WEEK.
FLAT GRATE TYPE INLET FILTER DETAIL
8. PAVE PARKING AREAS AND DRIVEWAYS - 50th WEEK.
N.T.S.
6" MIN. OF 1"- 2 1/2"
CRUSHED STONE
9. FINAL GRADING, PLANTING, SEEDING, REMOVAL OF SOIL EROSION PROTECTION
MEASURES UPON PERMITTED STABILIZATION OF PREVIOUSLY EXPOSED AREAS 52nd WEEK.
PROFILE
FENCE POST
( 8 FT. ON CENTER)
N
D
S UR
L
E NG
NG
I NG
L A
Y
E
I
I
V
2'-0" (MIN)
GRADE
RI
C
FABRIC
(3'-0" WIDE)
SOIL EROSION CONTROL PLAN
V
E
25'R
FABRIC SECURED TO POST
W/METAL FASTNERS AND
REINFORCEMENT BETWEEN
FASTNER AND FABRIC
IN
E
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
Situated in the
City of Hackensack
Bergen County, NJ
6"
25'R
DIG 6" WIDE & DEEP
TRENCH, BURY BOTTOM
1'-0" OF FABRIC, TAMP
IN PLACE.
6"
2'-0"
SCALE: 1" = 10'
DRAWN:MM
CHECK'D:MM
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE DETAIL
DATE: 09-15-14
FILE NO. 13-1729
SHEET
7 OF 8
LIGHT BROOM FINISH
5'
PAVEMENT SURFACE
6"
1 1/4"R
6"
4" DENSE GRADED AGGREGATE
PAVEMENT SURFACE
20"
20"
6"
2" HOT MIX ASPHALT BASE COURSE, MIX I-2
6x6x10 WWM
4" DENSE GRADED AGGREGATE BASE COURSE
9"
9"
COMPACTED SUB-GRADE
COMPACTED SUBGRADE
- OPEN JOINTS SHALL BE PROVIDED AT INTERVALS OF 20 FEET AND SHALL BE FILLED
WITH 1/2" BITUMINOUS CELLULAR COMPRESSION JOINT MATERIAL (OR APPROVED ALTERNATE)
NOTE: TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED 10'-0"
APART & SHALL BE FILLED WITH PREFORMED BITUMINOUS JOINT FILLER
AASHTO DESIGNATION M 213 RECESSED 1 4" FROM TOP AND FACE.
N.T.S.
N.T.S.
Keystone Standard
18" Unit
- EXPANSION JOINTS SHALL BE PROVIDED WHERE THE CURB IS ADJACENT TO APRONS AND INLETS
- CURB AT DRIVEWAYS SHALL BE DEPRESSED
- CONCRETE SHALL BE AIR-ENTRAINED 4000 P.S.I. AT 28 DAY TEST
CONCRETE VERTICAL CURB
PAVEMENT DETAIL
COMPACTED SUBGRADE
PREMOLDED EXPANSION JOINT
CLASS "B" CONCRETE
Keystone Cap Unit
8" Min. Low Permeable Soil
Reinforced Soil
24"
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
1
DRIVEWAY APRON DETAIL
Retained Soil
N.T.S.
8
Grid Length
Design Height
2" HOT MIX ASPHALT SURFACE COURSE, MIX 1-5
6"
1 1/4" RAD.
5"
1/2" RAD.
VARIES
Finished Grade
Approximate
Limits of
Excavation
4" Perforated PVC
Drainage Tile
(If Required)
2" HMA SURFACE COURSE MIX I-5
PAVEMENT SURFACE
8"
FILTER
FABRIC
AROUND
STONE
DENSE GRADED
AGGREGATE BASE(DGA)
UNDER ROADWAY AREAS
2 1/2"
CRUSHED
STONE
18" MAX
2"
2' 0"
4"
5' 4"
6' 0"
2' 0"
PAVEMENT SURFACE
NOTE:
ALL TRENCHES SHALL BE SHORED OR PROTECTED IN
ACCORDANCE WITH OSHA AND OTHER FEDERAL, STATE AND
LOCAL SAFETY CODES, REGULATIONS AND ORDINANCES.
A
2' 0"
TOP OF CURB
18" MAX
.
1 1/2"
6"
4"
NOTES:
1. CONNECT SEEPAGE PIT TO HOUSE ROOF LEADERS WITH 4" (MIN), SCH. 40 PVC
2. PROVIDE WYE OVERFLOW FITTINGS AT DOWNSPOUTS
3. SEEPAGE PIT INSTALLATION SUBJECT TO SOIL PERCOLATION TEST AND
DETERMINATION OF GROUNDWATER ELEVATION
UNDISTURBED EARTH
VARIABLE
6" CURB HT.
Typical Reinforced Wall Section
(NTS)
14"
6" min.
SECTION A-A
3' 0"
4500 PSI CONCRETE
ALL OTHER AREAS TO USE
COMMON FILL (FILL TO BE
COMPACTED TO 95% OF
MAXIMUM DENSITY)
9"
FOUNDATION STONE BEDDING
COARSE AGGREGATE
SIZE NO.57
KNOCKOUT
PLUG
18"
6"
2' 0"
20"
.
6"
20"
6" DGA BASE COURSE
Foundation Soil
Unreinforced Concrete
or Crushed Stone
Leveling Pad
NOTES:
1.CONTRACTOR SHALL CONSTRUCT WALL AS PER MANUFACTURE'S
REQUIREMENTS AND SPECIFICATIONS.
2. GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO DETERMINE
SUITABILITY OF FOUNDATION SOIL.
3. ALL BACKFILL MATERIALS TO BE COMPACTED TO 95% MAX.
DENSITY.
4.WALL MATERIALS SHALL NOT BE SUBSTITUTED WITHOUT THE
WRITTEN CONSENT OF THE ENGINEER.
5. SAFETY RAILING TO BE PROVIDED AT TOP OF WALL WHERE
REQUIRED BY CODE.
6. STRUCTURAL DESIGN TO BE PROVIDED BY OTHERS.
4"
ADJUST TO GRADE
WITH CONC. RINGS
OR BRICKS AS REQUIRED
INLET
varies
1 1/2"
FINISHED GRADE
4" HMA BASE COURSE MIX I-2
.
.
SAW CUT
(BOTH SIDES)
9"
MANHOLE COVER SET TO GRADE
SOLID COVER-CAMPBELL FOUNDRY #1203A
18"
.
EXISTING
PAVEMENT
A
DEPRESSED CURB DETAIL AT DRIVEWAYS
HEAVY DUTY PRECAST CONCRETE SEEPAGE PIT
N.T.S.
NOT TO SCALE
PIPE TRENCH DETAIL
NOT TO SCALE
CAMPBELL FOUNDRY
C.I. FRAME & GRATE
PATTERN # 4526A
B
A
A
B
PLAN
CLASS C CONCRETE
OR CONC. BLOCK
CONCRETE BENCH
R1 - 1 [30"x 30"]
(5.5 S.F.)
R3 - 1 [24" X 24"]
(4 S.F.)
VARIES
PITCH
ALL TRAFFIC CONTROL SIGNS MUST CONFORM IN FACE DESIGN AND CONSTRUCTION TO SPECIFICATIONS
FOUND IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, U.S.D.O.T., FEDERAL HIGHWAY
ADMINISTRATION 2000 AS REVISED. SPECIFICALLY, REGULATORY & WARNING SIGNS SHALL BE FABRICATED OF
FLAT ALUMINUM SHEETS AND SHALL BE COVERED WITH TYPE X (DIAMOND GRADE CUBED) WIDE-ANGLE HIGH
PERFORMANCE PRISMATIC RETR0-REFLECTIVE SHEETING SERIES 4090 PER 3M OR EQUIVALENT VISUAL
PERFORMANCE.
8"
12"
VARIES
6"
6"
CONCRETE BASE
6" No. 57 STONE SUB BASE
SECTION A-A
SOIL STABILIZATION
24"
NO SCALE
SECTION B-B
TRENCH DRAIN DETAIL
TRAFFIC SIGN DETAIL
SADDLE TAP DIMENSIONS
C"R.
C"
B"
SIZE
4" INLET
6" INLET
A
6.30"
9.25"
B
4"
6"
C
2.50"
3.25"
EX
A"
T
-NRA
O HE
T A
G V
EN Y
EC HU
O B
FACTORY APPLIED EPOXY
.525"
4" OR 6" ID
4" = 4.50"
6" = 6.30"
NTS
AS
T
ASM
PHA-4
AL 8 C
TU LA
M SS
PA 3
IN 0 C
T A
C ST
FL
O I
AT R
O
W
EDON
CURB
12'-0"
COUNTERSUNK SQUARE (15/16")
GROUND LEVEL
ADAPTER
LATERAL CLEANOUT
PIPE
PIPE
SIZE
SIZE
PIPE
CLASS OR
CODE
6"
DIP, CL. 52
4"
6" OF CRUSHED
STONE BASE
CLEANOUT
N
D
S UR
L
E NG
I NG
L A
Y
RI
E
I
SANITARY SEWER
LATERAL
SANITARY SEWER
LATERAL
FLOW
I
V
A"
TAP
24GA.
C
4" OR 6"
NG
CLEANOUT TEE
ASTM C-360-77
RUBBER TUBULAR GASKET
SUPPLIED CEMENTED TO
SADDLE
SPOT WELDED
CONSTRUCTION DETAILS
V
E
TYPE C30S STAINLESS
STRAP, T-BOLT,
NUTS, AND WASHER
ACCESS COVER PATTERN NO. 4155 BY
CAMPBELL FOUNDRY CO. OR EQUAL
IN
E
140 OVERLOOK AVENUE
LOT 4 BLOCK 238.01
GRAVITY
SEWER
PIPE
SANITARY SEWER WYE SADDLE CONNECTION
NO SCALE
NOTE:
DETAIL IS FOR GENERAL ENGINEERING CO.
TEL. (800) 345-6454
OTHER, ENGINEER APPROVED, EQUAL MAY BE USED.
Situated in the
City of Hackensack
Bergen County, NJ
SLOPE
SANITARY SEWER CLEANOUT TEE
NO SCALE
SCALE: AS SHOWN
DATE: 09-15-14
DRAWN:MM
CHECK'D:MM
FILE NO. 13-1729
SHEET
8 OF 8