HALL AVE. PARKING LOT · 1 day ago · parking lot block 173.04, lot 4 100 essex avenue, suite 201...
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HALL AVENUE (70' PUBLIC RIGHT-OF-WAY) Designed By: SAMUEL RENAURO III NEW JERSEY PROFESSIONAL ENGINEER # 42862 Seal: 020-022 SR DESCRIPTION Date: Reviewed By: Scale: Project No: Sheet Number: Drawing Name: Project / Location: BOROUGH OF BELLMAWR CAMDEN COUNTY NEW JERSEY HALL AVE. PARKING LOT BLOCK 173.04, LOT 4 100 ESSEX AVENUE, SUITE 201 BELLMAWR NJ, 08031 PH: (856) 933-3323 REVISIONS DRAWING INDEX SHEET NUMBER DRAWING NAME DATE REVISION DATE HALL AVE. PARKING LOT PRELIMINARY AND FINAL SITE PLANS SITUATED IN: BOROUGH OF BELLMAWR, CAMDEN COUNTY, NEW JERSEY SITE MAP SCALE 1" = 60' KEY MAP (U.S.G.S. PHILADELPHIA QUADRANGLE MAP) SCALE 1" = 2000' 1 COVER SHEET BKL JULY 30, 2020 AS NOTED OWNER: GREEN HORSE PROPERTIES LLC 101 HAAG AVE. BELLMAWR, NJ 08031 (856) 933-0222 THIS PLAN IS HEREBY APPROVED BY THE BOROUGH OF BELLMAWR ZONING BOARD CHAIRMAN DATE SECRETARY DATE ENGINEER DATE APPLICANT: STEVE KANTOR UNITED SUPPLY COMPANY 457 WEST END AVE. & ROUTE 22 WEST NORTH PLAINFIELD, NJ 07061 ENGINEER: SR3 ENGINEERS 100 ESSEX AVE., SUITE 201 BELLMAWR, NJ 08031 (856) 933-3323 TAX MAP SCALE 1" = 400'
HALL AVE. PARKING LOT · 1 day ago · parking lot block 173.04, lot 4 100 essex avenue, suite 201 bellmawr nj, 08031 ph: (856) 933-3323 revisions drawing index sheet number drawing
THIS PLAN IS HEREBY APPROVED BY THE BOROUGH OF BELLMAWR ZONING BOARD
CHAIRMAN DATE
SECRETARY DATE
ENGINEER DATE
APPLICANT:STEVE KANTORUNITED SUPPLY COMPANY457 WEST END AVE. & ROUTE 22 WESTNORTH PLAINFIELD, NJ 07061
ENGINEER:SR3 ENGINEERS100 ESSEX AVE., SUITE 201BELLMAWR, NJ 08031(856) 933-3323
TAX MAPSCALE 1" = 400'
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RAIL-ROAD TRACKS
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MAP 26 BLOCK 173.04 LOT 4 LAND N/F GREEN HORSE PROPERTIES, LLC BK. 8928 PG. 323
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1
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COVER SHEET
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7/30/2020
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2
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SITE PLAN
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7/30/2020
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3
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GRADING/EROSION CONTROL PLAN
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7/30/2020
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4
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LANDSCAPING AND LIGHTING PLAN
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7/30/2020
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5
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SITE DETAILS
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7/30/2020
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6
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SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
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7/30/2020
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NOTE: LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING RECORDS AND/OR ABOVE GROUND INSPECTION/SURVEYS OF THE SITE. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH CANNOT BE GUARANTEED. THE PERMITTEE MUST CONTACT THE NEW JERSEY ONE CALL SYSTEM AT 1-800-272-1000 AT LEAST THREE WORKING DAYS PRIOR TO THE START OF EXCAVATION OR DEMOLITION WORK TO HAVE ALL UNDERGROUND UTILITIES MARKED IN THE WORK AREA.
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Know what's below. Call before you dig. DIAL 8-1-1 OR 1-800-272-1000 NOT LESS THAN 3 BUSINESS DAYS PRIOR TO THE START OF EXCAVATION.
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SUBJECT PROPERTY
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SUBJECT PROPERTY
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Designed By:
SAMUEL RENAURO IIINEW JERSEYPROFESSIONAL ENGINEER # 42862
Seal:
020-022
SR
DESCRIPTION
Date:
Reviewed By:
Scale:
Project No:
Sheet Number:Drawing Name:
Project / Location:
BOROUGH OF BELLMAWR CAMDEN COUNTY NEW JERSEY
HALL AVE. PARKING LOTBLOCK 173.04, LOT 4
100 ESSEX AVENUE, SUITE 201BELLMAWR NJ, 08031PH: (856) 933-3323
REVISIONS
SITE PLAN
JULY 30, 2020
BKL
1" = 20'
2
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ACCESS
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FF=39.00
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GATE
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MAP 26 BLOCK 173.04 LOT 4 LAND N/F GREEN HORSE PROPERTIES, LLC BK. 8928 PG. 323
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GRASS
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GRAVEL DRIVE
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ASPHALT DRIVEWAY
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EXISTING ASPHALT EDGE
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EXISTING ASPHALT EDGE
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OVERGROWTH VEGETATION
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OVERGROWTH VEGETATION
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OVERGROWTH VEGETATION
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OVERGROWTH VEGETATION
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EXISTING ASPHALT EDGE
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EXISTING CONCRETE CURB
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ACCESS
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N86°52'05"W1104.43'
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S03°07'55"W534.55'
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EXISTING CHAIN LINK FENCE
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10'R
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10'R
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10'R
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23
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4" WHITE STRIPING TYP.
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EDGE OF PAVEMENT TYP.
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88 SPACES
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PROPOSED LIGHTPOLE TYP.
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EXISTING BASIN
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9
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21
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21
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14
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1'R
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2'R
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2'R
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2'R
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5'R
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3'R
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3'R
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2'R
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5'R
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5'R
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5'R
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2'R
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1'R
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PROPOSED BASIN EXPANSION AREA
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ADA PARKING SIGNS
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CONCRETE WHEEL STOP TYP.
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SITE DATA
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EXISTING BUILDING (94,000SF) STAND ALONE PARKING LOT TOTAL
REQUESTED VARIANCES: 260-62 TO ALLOW STAND ALONE PARKING USE IN A HEAVY INDUSTRIAL DISTRICT
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SUBJECT PROPERTY
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PROPOSED EP
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PROPOSED STRIPING
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CURALEAF BUILDING
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ADJACENT PROPERTY
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EXISTING BUILDING
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EXISTING STRIPING
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EXISTING EP
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EXISTING CURB
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EXISTING TREELINE
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EXISTING FENCE
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LEGEND
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GENERAL NOTES:: : 1. OUTBOUND AND TOPOGRAPHIC INFORMATION SHOWN HEREIN IS BASED UPON A FIELD SURVEY PERFORMED BY VALLEY LAND OUTBOUND AND TOPOGRAPHIC INFORMATION SHOWN HEREIN IS BASED UPON A FIELD SURVEY PERFORMED BY VALLEY LAND SERVICES LLC ON JULY 24, 2020. 2. ALL PROPOSED STRIPING SHALL BE LONG LIFE EPOXY.ALL PROPOSED STRIPING SHALL BE LONG LIFE EPOXY.
HAL
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Designed By:
SAMUEL RENAURO IIINEW JERSEYPROFESSIONAL ENGINEER # 42862
Seal:
020-022
SR
DESCRIPTION
Date:
Reviewed By:
Scale:
Project No:
Sheet Number:Drawing Name:
Project / Location:
BOROUGH OF BELLMAWR CAMDEN COUNTY NEW JERSEY
HALL AVE. PARKING LOTBLOCK 173.04, LOT 4
100 ESSEX AVENUE, SUITE 201BELLMAWR NJ, 08031PH: (856) 933-3323
REVISIONS
GRADING AND E&SPLAN
JULY 30, 2020
BKL
1" = 20'
3
20 0 2010 4015 5
GRAPHIC SCALE 1" = 20'
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SANITARY MH RIM=50.43
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WV
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WV
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BC40.86
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BC39.47
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BC39.49
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BC39.76
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BC39.69
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BC39.32
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BC40.24
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BC41.23
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BC42.06
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BC42.07
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BC42.58
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BC43.51
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BC43.69
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BC44.05
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BC43.75
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BC44.20
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BC44.62
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BC44.70
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BC45.29
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BC45.21
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BC45.64
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BC46.78
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BC46.72
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BC47.46
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BC49.14
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BC51.69
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BC39.93
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BC39.59
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TC39.85
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TC39.58
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TC40.11
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TC39.61
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TC40.59
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TC40.97
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TC41.89
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TC42.34
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TC42.95
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TC43.48
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TC43.81
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TC43.83
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TC44.12
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TC44.14
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TC45.18
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TC45.20
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TC45.25
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TC45.94
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TC47.00
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TC48.14
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TC49.20
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TC49.17
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TC51.81
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TC50.68
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49.62
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BC51.92
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BC51.17
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BC50.29
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BC48.69
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TC46.93
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TC47.75
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TC49.27
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TC45.21
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TC41.25
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39.62
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TC39.75
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39.82
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40.13
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40.66
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41.06
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40.98
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41.13
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41.31
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40.88
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40.90
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41.00
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41.76
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42.38
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42.99
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43.52
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44.06
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44.91
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45.95
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46.82
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49.28
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49.12
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50.25
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48.78
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49.94
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51.08
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49.41
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40.57
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40.02
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39.80
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36.91
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37.34
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37.07
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40.26
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39.90
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35.99
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41.00
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49.52
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48.65
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47.25
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50.13
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S
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S
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C/O
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C/O
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UP NO NUMBER
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UP 61828BR
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PWP
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UP 61632 BEA 8003 6P
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PWP
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PWP
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UP BEA 8003 FDR REC 61634BR
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PWP
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WV
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WV
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ACCESS
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FF=39.00
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49.32
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40.48
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47.34
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48.24
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47.86
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47.34
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47.71
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48.24
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49.13
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49.03
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48.09
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48.24
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48.42
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46.73
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46.31
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46.10
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45.00
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44.89
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44.88
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44.59
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43.21
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43.38
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43.45
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43.30
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42.23
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42.35
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42.23
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41.66
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42.30
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42.27
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41.83
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41.86
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41.73
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41.71
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41.45
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40.97
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41.44
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41.38
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41.31
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40.88
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40.78
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40.79
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40.47
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39.45
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39.61
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39.64
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39.60
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39.23
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39.27
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39.25
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39.00
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38.94
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38.93
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37.49
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38.52
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37.81
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37.93
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37.73
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38.08
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37.40
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37.19
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37.31
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38.15
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37.42
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37.56
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36.23
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35.79
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35.38
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36.76
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37.15
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39.74
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39.45
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38.84
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39.10
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39.52
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39.80
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40.29
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40.37
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38.94
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37.59
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37.22
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37.50
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36.92
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36.19
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36.58
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37.04
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37.52
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37.93
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38.02
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38.55
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35.67
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35.30
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38.36
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38.19
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38.69
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35.60
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38.48
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38.63
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38.57
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38.26
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36.32
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38.03
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38.25
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36.59
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36.20
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35.96
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36.74
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37.04
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37.42
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34.91
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33.83
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34.29
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33.86
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37.70
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37.11
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37.95
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38.27
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38.20
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37.45
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37.36
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35.53
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34.14
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34.38
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33.96
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34.38
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34.09
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34.52
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34.34
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34.46
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34.29
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37.66
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37.80
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38.34
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38.02
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38.15
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38.93
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38.87
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38.42
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38.78
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39.36
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39.81
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40.91
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41.06
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42.12
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42.84
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43.67
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44.40
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45.42
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46.54
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47.54
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47.60
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46.46
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45.19
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44.39
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43.43
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42.63
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42.08
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39.53
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38.97
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40.45
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41.73
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42.15
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44.12
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45.55
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45.79
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44.27
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43.78
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43.20
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42.16
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42.62
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42.02
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41.52
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42.99
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42.07
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42.27
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42.62
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35.86
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36.80
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34.97
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35.32
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34.91
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34.60
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35.42
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35.72
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37.91
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39.49
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39.91
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41.38
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40.68
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40.85
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48.80
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48.65
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48.93
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48.12
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48.24
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46.61
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BC37.77
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BC35.24
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BC37.78
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BC47.97
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BC47.09
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BC46.56
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BC41.14
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TC48.90
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TC45.06
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TC35.71
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TC38.26
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TC43.58
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TC42.53
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TC42.05
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BC48.59
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TC47.33
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46.24
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SANITARY MH RIM=50.43
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UP NO NUMBER
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UP 61828BR
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UP 61632 BEA 8003 6P
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44.21
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35
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36
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37
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34
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35
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MAP 26 BLOCK 173.04 LOT 4 LAND N/F GREEN HORSE PROPERTIES, LLC BK. 8928 PG. 323
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ACCESS
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GV
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GV
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GV
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GV
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N86°52'05"W1104.43'
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S03°07'55"W534.55'
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SILT FENCE
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PssA
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STABILIZED CONSTRUCTION ENTRANCE
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LIMIT OF DISTURBANCE (1.15 ACRES)
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47.60
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47.50
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46.95
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47.05
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47
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46
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45
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44
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44.00
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41
AutoCAD SHX Text
40
AutoCAD SHX Text
39
AutoCAD SHX Text
42.10
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42.30
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44.90
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MATCH EXISTING
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MATCH EXISTING
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48
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MATCH EXISTING
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41.70
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41.00
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39.30
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39.70
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41.40
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2%
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38
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37
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36
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35
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PROPOSED BASIN EXPANSION = 19,000 CF
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NEW IMPERVIOUS COVERAGE = 0.61 ACRES
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LIMIT OF DISTURBANCE
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SILT FENCE
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CONTOURS
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CONSTRUCTION ENTRANCE
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SOIL CLASSIFICATION
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PssA
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LEGEND
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39
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40
HAL
L AV
ENU
E(7
0' P
UBL
IC R
IGH
T-O
F-W
AY)
Designed By:
SAMUEL RENAURO IIINEW JERSEYPROFESSIONAL ENGINEER # 42862
Seal:
020-022
SR
DESCRIPTION
Date:
Reviewed By:
Scale:
Project No:
Sheet Number:Drawing Name:
Project / Location:
BOROUGH OF BELLMAWR CAMDEN COUNTY NEW JERSEY
HALL AVE. PARKING LOTBLOCK 173.04, LOT 4
100 ESSEX AVENUE, SUITE 201BELLMAWR NJ, 08031PH: (856) 933-3323
REVISIONS
LANDSCAPING &LIGHTING PLAN
JULY 30, 2020
BKL
1" = 20'
4
PLANTING LIST
SHRUB
EVERGREEN
PLANTING DETAILNTS
DECIDUOUS
20 0 2010 4015 5
GRAPHIC SCALE 1" = 20'
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RAIL-ROAD TRACKS
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SANITARY MH RIM=41.31
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SANITARY MH RIM=50.43
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WV
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BC40.86
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BC39.47
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BC39.49
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BC39.76
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BC39.69
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BC39.32
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BC40.24
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BC41.23
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BC42.06
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BC42.07
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BC42.58
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BC43.51
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BC43.69
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BC44.05
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BC43.75
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BC44.20
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BC44.62
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BC44.70
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BC45.29
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BC45.21
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BC45.64
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BC46.78
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BC46.72
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BC47.46
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BC47.97
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BC49.14
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BC51.69
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BC49.92
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BC48.85
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BC45.14
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BC43.80
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BC43.47
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BC42.10
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BC42.06
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BC40.59
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BC39.86
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BC39.93
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BC39.54
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BC39.34
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BC39.59
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TC39.85
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TC39.58
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TC40.11
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TC39.61
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TC40.59
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TC40.97
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TC41.89
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TC42.34
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TC42.95
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TC43.48
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TC43.81
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TC43.83
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TC44.12
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TC44.14
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TC45.18
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TC45.20
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TC45.25
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TC45.94
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TC47.00
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TC48.14
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TC51.81
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TC50.68
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49.62
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BC51.92
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BC51.17
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TC46.93
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TC47.75
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TC49.27
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TC45.21
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TC41.25
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39.62
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TC39.75
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39.82
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40.13
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40.66
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41.06
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40.98
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41.13
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41.31
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40.88
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40.90
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41.00
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41.76
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42.38
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42.99
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43.52
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44.06
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44.91
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45.95
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46.82
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49.28
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49.12
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50.25
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48.78
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49.94
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51.08
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40.57
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40.02
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39.80
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36.91
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37.34
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40.26
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39.90
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41.00
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49.52
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48.65
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47.25
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50.13
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S
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S
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8" TCP
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8" TCP
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C/O
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C/O
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UP NO NUMBER
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UP 61828BR
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PWP
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UP 61632 BEA 8003 6P
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PWP
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PWP
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UP BEA 8003 FDR REC 61634BR
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PWP
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WV
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ACCESS
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BC48.59
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BC46.06
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BC46.00
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SANITARY MH RIM=50.43
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UP NO NUMBER
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UP 61828BR
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UP 61632 BEA 8003 6P
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40
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40
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40
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50
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MAP 26 BLOCK 173.04 LOT 4 LAND N/F GREEN HORSE PROPERTIES, LLC BK. 8928 PG. 323
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ACCESS
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GV
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GV
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GV
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GV
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N86°52'05"W1104.43'
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S03°07'55"W534.55'
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0.3
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5.2
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3.8
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1.8
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1.0
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0.9
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0.8
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0.7
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0.6
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0.4
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0.4
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1.1
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1.1
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1.4
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2.0
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2.8
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3.9
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5.2
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6.8
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8.0
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8.9
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8.1
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4.7
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2.0
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1.4
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1.2
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1.0
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0.8
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0.6
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0.4
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10.0
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9.0
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7.8
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7.8
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7.9
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6.8
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5.3
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3.8
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2.6
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1.9
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1.7
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2.0
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2.6
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3.6
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4.8
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6.2
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7.7
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9.4
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11.3
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11.6
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9.7
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6.4
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3.3
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1.9
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1.5
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1.1
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0.8
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0.5
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2.1
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3.1
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4.8
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6.7
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8.8
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10.0
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10.6
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12.2
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13.9
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14.4
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12.6
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11.4
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11.7
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11.4
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9.5
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7.4
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5.5
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3.8
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2.8
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2.4
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2.6
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3.2
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4.2
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5.4
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6.5
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7.9
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9.4
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10.7
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11.3
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11.2
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11.8
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10.4
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4.9
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2.1
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1.4
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0.9
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0.6
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1.5
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3.5
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5.3
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5.9
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5.3
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4.5
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3.6
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3.0
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3.0
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3.5
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4.9
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6.8
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9.0
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11.3
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12.1
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11.0
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11.4
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13.1
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13.1
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11.9
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10.6
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11.0
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11.1
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9.9
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8.2
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6.5
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4.9
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3.6
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3.1
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3.1
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3.7
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4.6
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5.5
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6.5
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7.6
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8.7
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9.8
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10.5
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11.0
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12.8
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14.7
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12.8
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5.8
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2.0
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1.1
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0.7
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0.2
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0.3
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0.4
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0.5
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0.6
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0.8
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1.0
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1.1
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1.4
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3.2
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7.2
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9.0
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8.4
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7.4
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5.9
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4.9
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4.2
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4.1
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4.6
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6.0
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7.8
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9.4
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10.6
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10.8
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10.4
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10.9
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12.5
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13.0
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11.6
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10.4
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9.9
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9.6
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9.0
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7.9
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6.6
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5.2
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4.2
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3.6
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3.6
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4.1
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4.9
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5.5
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6.2
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7.2
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8.0
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9.1
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10.2
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11.7
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13.1
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13.5
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13.2
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10.5
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5.0
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2.1
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1.0
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0.2
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0.3
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0.3
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0.4
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0.6
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0.8
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1.1
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1.4
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1.8
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3.6
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7.6
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11.1
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11.6
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9.9
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8.3
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6.9
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5.8
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5.1
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4.9
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5.4
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6.4
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7.6
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8.7
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9.3
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9.6
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9.6
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10.1
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11.3
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12.0
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10.6
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9.4
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8.8
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8.4
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8.0
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7.2
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6.3
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5.3
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4.4
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4.0
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3.9
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4.2
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4.8
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5.2
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5.7
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6.5
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7.2
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8.3
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10.0
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12.0
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13.2
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12.6
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11.4
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11.3
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9.7
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5.8
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2.6
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0.2
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0.3
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0.4
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0.5
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0.7
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1.0
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1.5
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2.0
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4.6
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9.4
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11.1
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11.5
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11.1
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9.8
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8.4
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7.1
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6.2
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5.7
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5.5
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5.9
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6.6
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7.3
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7.9
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8.3
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8.4
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8.4
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8.6
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9.5
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10.2
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9.0
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7.9
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7.5
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7.4
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7.1
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6.6
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6.0
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5.2
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4.4
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4.0
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3.9
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4.1
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4.3
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4.7
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5.1
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5.6
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6.5
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7.7
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9.6
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11.6
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11.7
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11.2
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10.7
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11.1
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11.9
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9.4
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5.4
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0.2
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0.3
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0.4
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0.6
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0.8
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1.2
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2.0
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4.6
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12.4
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13.4
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11.6
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10.7
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10.1
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9.2
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8.1
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7.1
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6.4
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6.0
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6.0
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6.1
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6.5
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7.0
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7.2
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7.4
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7.4
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7.2
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7.2
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7.6
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7.9
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7.3
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6.6
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6.4
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6.4
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6.2
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6.0
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5.5
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4.8
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4.2
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3.7
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3.6
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3.7
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3.9
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4.1
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4.5
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5.0
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5.8
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7.1
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8.6
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9.7
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9.8
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9.9
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10.1
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10.6
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11.2
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9.8
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6.9
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3.8
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0.3
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0.4
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0.6
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0.9
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1.5
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3.8
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10.5
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14.7
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13.8
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12.6
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11.0
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9.8
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8.6
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7.6
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6.8
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6.2
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5.9
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5.9
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6.0
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6.2
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6.6
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6.7
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6.6
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6.4
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6.1
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6.0
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6.1
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6.1
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5.8
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5.4
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5.3
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5.3
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5.4
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5.4
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5.1
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4.5
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3.8
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3.4
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3.2
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3.2
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3.4
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3.7
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4.1
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4.6
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5.3
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6.4
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7.4
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8.0
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8.3
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8.7
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9.2
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9.4
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9.7
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8.8
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6.7
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4.2
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0.4
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0.5
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0.8
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1.2
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2.9
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7.5
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12.0
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13.0
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13.3
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13.2
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11.5
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9.5
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7.9
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6.8
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6.1
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5.7
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5.5
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5.5
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5.7
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5.8
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6.1
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6.2
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6.0
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5.5
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5.1
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4.9
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4.9
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4.8
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4.7
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4.5
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4.4
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4.5
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4.6
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4.7
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4.5
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4.0
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3.5
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3.1
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2.9
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2.9
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3.1
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3.4
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3.8
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4.3
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4.9
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5.7
AutoCAD SHX Text
6.5
AutoCAD SHX Text
7.1
AutoCAD SHX Text
7.5
AutoCAD SHX Text
8.0
AutoCAD SHX Text
8.4
AutoCAD SHX Text
8.5
AutoCAD SHX Text
8.2
AutoCAD SHX Text
7.4
AutoCAD SHX Text
6.0
AutoCAD SHX Text
3.9
AutoCAD SHX Text
0.4
AutoCAD SHX Text
0.6
AutoCAD SHX Text
1.3
AutoCAD SHX Text
2.8
AutoCAD SHX Text
6.7
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.4
AutoCAD SHX Text
11.3
AutoCAD SHX Text
12.2
AutoCAD SHX Text
12.5
AutoCAD SHX Text
11.6
AutoCAD SHX Text
9.3
AutoCAD SHX Text
7.4
AutoCAD SHX Text
6.2
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.0
AutoCAD SHX Text
4.9
AutoCAD SHX Text
4.9
AutoCAD SHX Text
5.0
AutoCAD SHX Text
5.2
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.2
AutoCAD SHX Text
4.8
AutoCAD SHX Text
4.4
AutoCAD SHX Text
4.2
AutoCAD SHX Text
4.1
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.9
AutoCAD SHX Text
4.0
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.8
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.5
AutoCAD SHX Text
4.1
AutoCAD SHX Text
4.7
AutoCAD SHX Text
5.5
AutoCAD SHX Text
6.2
AutoCAD SHX Text
6.8
AutoCAD SHX Text
7.2
AutoCAD SHX Text
7.7
AutoCAD SHX Text
7.8
AutoCAD SHX Text
7.6
AutoCAD SHX Text
7.2
AutoCAD SHX Text
6.3
AutoCAD SHX Text
4.9
AutoCAD SHX Text
3.3
AutoCAD SHX Text
0.4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
2.5
AutoCAD SHX Text
5.4
AutoCAD SHX Text
9.9
AutoCAD SHX Text
12.4
AutoCAD SHX Text
11.4
AutoCAD SHX Text
10.9
AutoCAD SHX Text
10.8
AutoCAD SHX Text
10.6
AutoCAD SHX Text
10.1
AutoCAD SHX Text
8.5
AutoCAD SHX Text
6.9
AutoCAD SHX Text
5.6
AutoCAD SHX Text
4.9
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.3
AutoCAD SHX Text
4.3
AutoCAD SHX Text
4.4
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.4
AutoCAD SHX Text
4.1
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.6
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.1
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.9
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.9
AutoCAD SHX Text
4.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
6.2
AutoCAD SHX Text
6.9
AutoCAD SHX Text
7.3
AutoCAD SHX Text
7.6
AutoCAD SHX Text
7.6
AutoCAD SHX Text
7.2
AutoCAD SHX Text
6.5
AutoCAD SHX Text
5.4
AutoCAD SHX Text
4.0
AutoCAD SHX Text
2.7
AutoCAD SHX Text
0.6
AutoCAD SHX Text
1.5
AutoCAD SHX Text
3.4
AutoCAD SHX Text
6.8
AutoCAD SHX Text
9.9
AutoCAD SHX Text
11.4
AutoCAD SHX Text
10.9
AutoCAD SHX Text
10.3
AutoCAD SHX Text
9.7
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.3
AutoCAD SHX Text
7.3
AutoCAD SHX Text
6.2
AutoCAD SHX Text
5.2
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.1
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.9
AutoCAD SHX Text
4.0
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.7
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.0
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.9
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.9
AutoCAD SHX Text
4.6
AutoCAD SHX Text
5.5
AutoCAD SHX Text
6.4
AutoCAD SHX Text
7.2
AutoCAD SHX Text
7.7
AutoCAD SHX Text
7.9
AutoCAD SHX Text
7.7
AutoCAD SHX Text
7.1
AutoCAD SHX Text
6.1
AutoCAD SHX Text
4.7
AutoCAD SHX Text
3.4
AutoCAD SHX Text
2.2
AutoCAD SHX Text
0.7
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.9
AutoCAD SHX Text
6.5
AutoCAD SHX Text
9.0
AutoCAD SHX Text
10.0
AutoCAD SHX Text
9.9
AutoCAD SHX Text
9.5
AutoCAD SHX Text
8.9
AutoCAD SHX Text
8.0
AutoCAD SHX Text
7.2
AutoCAD SHX Text
6.4
AutoCAD SHX Text
5.5
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.2
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.1
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.9
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.9
AutoCAD SHX Text
4.6
AutoCAD SHX Text
5.5
AutoCAD SHX Text
6.4
AutoCAD SHX Text
7.3
AutoCAD SHX Text
8.0
AutoCAD SHX Text
8.3
AutoCAD SHX Text
8.0
AutoCAD SHX Text
7.2
AutoCAD SHX Text
5.8
AutoCAD SHX Text
4.4
AutoCAD SHX Text
3.0
AutoCAD SHX Text
1.8
AutoCAD SHX Text
0.7
AutoCAD SHX Text
1.8
AutoCAD SHX Text
3.6
AutoCAD SHX Text
5.8
AutoCAD SHX Text
7.6
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.0
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.6
AutoCAD SHX Text
7.7
AutoCAD SHX Text
6.7
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.1
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.0
AutoCAD SHX Text
3.6
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.6
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.4
AutoCAD SHX Text
4.0
AutoCAD SHX Text
4.7
AutoCAD SHX Text
5.4
AutoCAD SHX Text
6.4
AutoCAD SHX Text
7.4
AutoCAD SHX Text
8.2
AutoCAD SHX Text
8.6
AutoCAD SHX Text
8.4
AutoCAD SHX Text
7.5
AutoCAD SHX Text
6.0
AutoCAD SHX Text
4.4
AutoCAD SHX Text
2.8
AutoCAD SHX Text
1.6
AutoCAD SHX Text
0.7
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.1
AutoCAD SHX Text
5.0
AutoCAD SHX Text
6.5
AutoCAD SHX Text
7.7
AutoCAD SHX Text
8.3
AutoCAD SHX Text
8.5
AutoCAD SHX Text
8.3
AutoCAD SHX Text
7.5
AutoCAD SHX Text
6.5
AutoCAD SHX Text
5.7
AutoCAD SHX Text
5.0
AutoCAD SHX Text
4.4
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.0
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.0
AutoCAD SHX Text
2.0
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.8
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.7
AutoCAD SHX Text
4.2
AutoCAD SHX Text
4.8
AutoCAD SHX Text
5.6
AutoCAD SHX Text
6.6
AutoCAD SHX Text
7.7
AutoCAD SHX Text
8.5
AutoCAD SHX Text
8.9
AutoCAD SHX Text
8.8
AutoCAD SHX Text
8.1
AutoCAD SHX Text
6.5
AutoCAD SHX Text
4.6
AutoCAD SHX Text
2.8
AutoCAD SHX Text
1.4
AutoCAD SHX Text
0.7
AutoCAD SHX Text
1.5
AutoCAD SHX Text
2.7
AutoCAD SHX Text
4.1
AutoCAD SHX Text
5.7
AutoCAD SHX Text
6.9
AutoCAD SHX Text
8.0
AutoCAD SHX Text
8.5
AutoCAD SHX Text
8.4
AutoCAD SHX Text
7.7
AutoCAD SHX Text
6.7
AutoCAD SHX Text
5.9
AutoCAD SHX Text
5.0
AutoCAD SHX Text
4.4
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.0
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.9
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.9
AutoCAD SHX Text
4.5
AutoCAD SHX Text
5.2
AutoCAD SHX Text
6.0
AutoCAD SHX Text
6.9
AutoCAD SHX Text
8.0
AutoCAD SHX Text
8.9
AutoCAD SHX Text
9.5
AutoCAD SHX Text
9.6
AutoCAD SHX Text
8.9
AutoCAD SHX Text
7.3
AutoCAD SHX Text
4.9
AutoCAD SHX Text
2.7
AutoCAD SHX Text
1.3
AutoCAD SHX Text
0.6
AutoCAD SHX Text
1.3
AutoCAD SHX Text
2.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
5.2
AutoCAD SHX Text
6.5
AutoCAD SHX Text
7.7
AutoCAD SHX Text
8.5
AutoCAD SHX Text
8.5
AutoCAD SHX Text
7.8
AutoCAD SHX Text
6.8
AutoCAD SHX Text
5.9
AutoCAD SHX Text
5.1
AutoCAD SHX Text
4.4
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.0
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.3
AutoCAD SHX Text
2.4
AutoCAD SHX Text
2.5
AutoCAD SHX Text
2.6
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.8
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.8
AutoCAD SHX Text
4.3
AutoCAD SHX Text
5.0
AutoCAD SHX Text
5.9
AutoCAD SHX Text
6.8
AutoCAD SHX Text
7.6
AutoCAD SHX Text
8.6
AutoCAD SHX Text
9.5
AutoCAD SHX Text
10.2
AutoCAD SHX Text
10.7
AutoCAD SHX Text
10.1
AutoCAD SHX Text
7.9
AutoCAD SHX Text
5.0
AutoCAD SHX Text
2.4
AutoCAD SHX Text
1.1
AutoCAD SHX Text
0.5
AutoCAD SHX Text
1.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
3.5
AutoCAD SHX Text
5.0
AutoCAD SHX Text
6.4
AutoCAD SHX Text
7.5
AutoCAD SHX Text
8.4
AutoCAD SHX Text
8.4
AutoCAD SHX Text
7.9
AutoCAD SHX Text
6.9
AutoCAD SHX Text
6.0
AutoCAD SHX Text
5.2
AutoCAD SHX Text
4.6
AutoCAD SHX Text
4.1
AutoCAD SHX Text
3.7
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.1
AutoCAD SHX Text
3.0
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.7
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.9
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.6
AutoCAD SHX Text
3.7
AutoCAD SHX Text
3.7
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.5
AutoCAD SHX Text
3.6
AutoCAD SHX Text
3.8
AutoCAD SHX Text
4.2
AutoCAD SHX Text
4.8
AutoCAD SHX Text
5.8
AutoCAD SHX Text
7.0
AutoCAD SHX Text
8.2
AutoCAD SHX Text
8.9
AutoCAD SHX Text
9.6
AutoCAD SHX Text
10.3
AutoCAD SHX Text
10.9
AutoCAD SHX Text
11.9
AutoCAD SHX Text
11.1
AutoCAD SHX Text
8.0
AutoCAD SHX Text
4.4
AutoCAD SHX Text
2.0
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0.4
AutoCAD SHX Text
1.1
AutoCAD SHX Text
2.1
AutoCAD SHX Text
3.5
AutoCAD SHX Text
5.1
AutoCAD SHX Text
6.5
AutoCAD SHX Text
7.6
AutoCAD SHX Text
8.2
AutoCAD SHX Text
8.3
AutoCAD SHX Text
7.8
AutoCAD SHX Text
6.9
AutoCAD SHX Text
6.1
AutoCAD SHX Text
5.4
AutoCAD SHX Text
4.8
AutoCAD SHX Text
4.3
AutoCAD SHX Text
4.0
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.7
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.8
AutoCAD SHX Text
3.7
AutoCAD SHX Text
3.6
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.4
AutoCAD SHX Text
3.6
AutoCAD SHX Text
3.8
AutoCAD SHX Text
4.1
AutoCAD SHX Text
4.4
AutoCAD SHX Text
4.4
AutoCAD SHX Text
4.3
AutoCAD SHX Text
4.2
AutoCAD SHX Text
4.0
AutoCAD SHX Text
4.0
AutoCAD SHX Text
4.1
AutoCAD SHX Text
4.3
AutoCAD SHX Text
4.7
AutoCAD SHX Text
5.3
AutoCAD SHX Text
6.4
AutoCAD SHX Text
8.1
AutoCAD SHX Text
10.0
AutoCAD SHX Text
10.8
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.0
AutoCAD SHX Text
11.3
AutoCAD SHX Text
12.5
AutoCAD SHX Text
10.9
AutoCAD SHX Text
6.3
AutoCAD SHX Text
3.0
AutoCAD SHX Text
1.1
AutoCAD SHX Text
0.6
AutoCAD SHX Text
0.3
AutoCAD SHX Text
1.2
AutoCAD SHX Text
2.3
AutoCAD SHX Text
3.8
AutoCAD SHX Text
5.6
AutoCAD SHX Text
7.0
AutoCAD SHX Text
8.0
AutoCAD SHX Text
8.5
AutoCAD SHX Text
8.6
AutoCAD SHX Text
8.2
AutoCAD SHX Text
7.3
AutoCAD SHX Text
6.5
AutoCAD SHX Text
5.9
AutoCAD SHX Text
5.2
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.4
AutoCAD SHX Text
4.2
AutoCAD SHX Text
4.2
AutoCAD SHX Text
4.3
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.2
AutoCAD SHX Text
4.1
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.9
AutoCAD SHX Text
4.0
AutoCAD SHX Text
4.1
AutoCAD SHX Text
4.4
AutoCAD SHX Text
4.8
AutoCAD SHX Text
5.1
AutoCAD SHX Text
5.2
AutoCAD SHX Text
5.0
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.6
AutoCAD SHX Text
4.6
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.8
AutoCAD SHX Text
5.2
AutoCAD SHX Text
5.9
AutoCAD SHX Text
7.0
AutoCAD SHX Text
8.6
AutoCAD SHX Text
10.9
AutoCAD SHX Text
12.5
AutoCAD SHX Text
12.6
AutoCAD SHX Text
11.8
AutoCAD SHX Text
11.4
AutoCAD SHX Text
11.1
AutoCAD SHX Text
7.2
AutoCAD SHX Text
3.0
AutoCAD SHX Text
1.5
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0.5
AutoCAD SHX Text
0.3
AutoCAD SHX Text
1.1
AutoCAD SHX Text
2.3
AutoCAD SHX Text
4.2
AutoCAD SHX Text
6.2
AutoCAD SHX Text
7.8
AutoCAD SHX Text
8.7
AutoCAD SHX Text
9.1
AutoCAD SHX Text
9.0
AutoCAD SHX Text
8.6
AutoCAD SHX Text
8.0
AutoCAD SHX Text
7.4
AutoCAD SHX Text
6.8
AutoCAD SHX Text
6.0
AutoCAD SHX Text
5.3
AutoCAD SHX Text
4.8
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.8
AutoCAD SHX Text
5.0
AutoCAD SHX Text
5.2
AutoCAD SHX Text
5.6
AutoCAD SHX Text
5.6
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.1
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.5
AutoCAD SHX Text
4.6
AutoCAD SHX Text
4.6
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.7
AutoCAD SHX Text
4.8
AutoCAD SHX Text
5.1
AutoCAD SHX Text
5.4
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.8
AutoCAD SHX Text
5.5
AutoCAD SHX Text
5.3
AutoCAD SHX Text
5.1
AutoCAD SHX Text
5.1
AutoCAD SHX Text
5.2
AutoCAD SHX Text
5.5
AutoCAD SHX Text
6.0
AutoCAD SHX Text
6.7
AutoCAD SHX Text
7.7
AutoCAD SHX Text
9.0
AutoCAD SHX Text
10.9
AutoCAD SHX Text
12.7
AutoCAD SHX Text
13.2
AutoCAD SHX Text
13.6
AutoCAD SHX Text
12.8
AutoCAD SHX Text
8.4
AutoCAD SHX Text
3.2
AutoCAD SHX Text
1.4
AutoCAD SHX Text
0.9
AutoCAD SHX Text
0.6
AutoCAD SHX Text
0.4
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0.3
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1.0
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2.2
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4.3
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6.7
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8.8
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10.0
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10.0
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9.8
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9.4
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9.1
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8.9
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8.2
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7.0
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5.9
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5.4
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5.2
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5.3
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5.6
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6.1
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6.4
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6.5
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6.3
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5.9
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5.5
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5.4
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5.5
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5.8
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5.8
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5.7
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5.7
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5.9
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6.2
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6.4
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6.3
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5.9
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5.5
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5.3
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5.3
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5.6
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5.9
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6.5
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7.4
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8.4
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9.5
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10.6
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11.8
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13.5
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15.4
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11.4
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4.3
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1.7
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1.1
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0.7
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0.5
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0.4
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0.3
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0.7
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1.8
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3.9
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6.8
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9.5
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11.3
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11.1
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10.6
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10.5
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10.8
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11.0
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9.7
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7.9
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6.7
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6.1
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5.9
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6.0
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6.4
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6.7
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7.0
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7.2
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7.0
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6.7
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6.5
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6.4
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6.7
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7.3
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7.5
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7.0
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6.8
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7.0
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7.1
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7.0
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6.7
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6.2
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5.7
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5.3
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5.2
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5.5
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6.0
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6.8
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7.8
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9.0
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10.0
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10.6
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11.1
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12.8
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11.7
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4.8
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2.1
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1.4
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0.9
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0.6
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0.5
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0.3
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0.2
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0.5
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1.2
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2.7
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5.3
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8.9
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11.7
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11.8
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10.9
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11.5
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12.5
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12.4
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10.6
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8.7
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7.5
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7.0
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6.7
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6.7
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6.9
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7.1
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7.4
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7.6
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7.6
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7.6
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7.5
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7.5
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8.1
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9.2
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9.6
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8.7
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8.2
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8.1
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8.1
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7.8
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7.3
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6.6
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5.7
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5.0
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4.8
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5.1
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5.8
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6.7
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8.0
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9.5
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11.1
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11.8
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10.9
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8.7
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4.5
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2.1
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1.5
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1.1
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0.8
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0.6
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0.6
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1.2
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2.8
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5.4
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8.9
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11.1
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11.6
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12.8
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13.3
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12.8
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11.0
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9.5
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8.5
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7.9
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7.3
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7.1
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7.1
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7.3
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7.6
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7.9
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8.2
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8.5
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8.6
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8.8
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9.4
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10.9
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11.7
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10.4
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9.6
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9.3
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9.2
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8.8
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8.0
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6.8
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5.5
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4.6
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4.2
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4.4
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5.2
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6.4
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7.7
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9.3
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10.9
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10.8
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7.5
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3.4
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1.7
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1.4
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1.1
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0.9
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0.7
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1.1
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1.9
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3.5
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7.6
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12.5
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14.1
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13.7
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12.4
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10.9
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10.1
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9.4
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8.5
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7.6
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7.2
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7.0
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7.1
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7.6
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8.2
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8.8
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9.3
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9.7
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9.9
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10.6
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12.1
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12.9
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11.7
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10.5
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10.3
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10.6
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10.0
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8.6
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6.9
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5.1
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3.8
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3.4
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3.5
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4.2
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5.2
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6.6
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7.6
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8.1
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6.7
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3.3
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1.3
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0.5
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0.7
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1.0
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1.4
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2.8
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7.2
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14.0
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13.7
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12.0
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10.9
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11.0
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10.3
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9.1
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7.8
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7.0
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6.5
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6.5
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7.1
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8.1
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9.3
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10.5
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10.9
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10.6
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10.9
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12.5
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12.9
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12.5
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10.8
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11.2
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12.0
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10.6
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8.2
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6.0
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4.1
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2.9
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2.4
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2.4
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3.0
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3.8
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4.5
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5.1
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4.7
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3.3
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1.5
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0.7
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0.6
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0.4
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0.5
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0.8
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1.1
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1.6
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2.2
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4.4
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8.3
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10.1
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11.1
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12.2
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11.1
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9.3
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7.7
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6.5
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5.7
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5.5
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6.1
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7.4
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9.1
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11.0
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12.2
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11.6
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11.3
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13.1
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14.6
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13.4
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11.8
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10.7
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10.4
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8.5
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6.3
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4.3
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2.7
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1.7
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1.4
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1.5
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1.8
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2.2
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2.5
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2.5
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2.1
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1.2
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0.8
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0.6
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0.5
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0.4
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0.4
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0.4
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0.3
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0.3
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0.2
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0.2
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0.1
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0.6
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0.9
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1.2
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1.5
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1.8
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2.3
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4.0
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6.9
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9.5
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9.3
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8.1
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6.7
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5.3
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4.4
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4.1
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4.5
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5.6
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7.2
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8.7
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9.8
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9.5
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9.8
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11.4
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12.9
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10.3
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7.4
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5.2
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4.4
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3.9
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3.1
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2.1
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1.4
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0.9
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0.8
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0.8
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1.0
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1.1
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1.1
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1.0
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0.8
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0.4
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0.2
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0.5
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0.6
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0.8
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1.0
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1.1
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1.2
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1.4
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2.3
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4.6
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5.7
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5.6
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4.7
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3.7
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2.9
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2.5
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2.6
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3.0
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3.9
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4.4
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4.1
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3.2
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3.1
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3.4
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2.9
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2.5
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2.1
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1.6
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1.2
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1.3
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1.1
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0.8
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0.4
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0.4
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0.2
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0.3
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0.6
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0.7
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0.8
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0.8
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0.8
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1.0
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1.6
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2.6
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2.7
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2.5
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2.1
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1.7
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1.4
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1.3
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1.4
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1.4
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1.5
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1.3
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1.2
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1.3
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1.5
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1.5
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1.5
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0.2
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0.3
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0.5
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0.6
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1.1
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1.0
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0.4
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0.4
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0.4
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0.4
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0.1
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1 AR 2 IG
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1 IO
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1 AR 2 IG
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1 IO
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1 AR 2 IG
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1 IO
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1 AR 2 IG
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1 IO
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LEGEND
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PROPOSED LIGHT POLE
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5.9
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PROPOSED FOOTCANDLE
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PROPOSED LIGHT CONTOUR
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SYMBOL
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QTY
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BOTANICAL NAME
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COMMON NAME
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SIZE CAL/HEIGHT
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PURPOSE
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MATURE HEIGHT
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AR
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4
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ACER RUBRUM
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RED MAPLE
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2" C
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PARKING LOT ISLAND
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40'-60'
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IG
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8
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ILEX GLABRA
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INKBERRY
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24"-30"
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PARKING LOT ISLAND
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3'-4'
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IO
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4
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ILEX OPACA 'BLUE GIRL' *
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AMERICAN HOLLY
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2" C
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SCREENING BUFFER
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15'-30'
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LANDSCAPING NOTES: 1. THE LOCATION, DIMENSIONS, AND SPACING OF REQUIRED PLANTINGS SHOULD BE ADEQUATE FOR THEIR PROPER GROWTH AND MAINTENANCE, TAKING THE LOCATION, DIMENSIONS, AND SPACING OF REQUIRED PLANTINGS SHOULD BE ADEQUATE FOR THEIR PROPER GROWTH AND MAINTENANCE, TAKING INTO ACCOUNT THE SIZES OF SUCH PLANTINGS AT MATURITY AND THEIR PRESENT AND FUTURE ENVIRONMENTAL REQUIREMENTS AND TOLERANCES INCLUDING WIND, MOISTURE AND SUNLIGHT. 2. PLANTINGS SHOULD BE SELECTED AND LOCATED WHERE THEY WILL NOT CONTRIBUTE TO CONDITIONS HAZARDOUS TO PUBLIC SAFETY. SUCH PLANTINGS SHOULD BE SELECTED AND LOCATED WHERE THEY WILL NOT CONTRIBUTE TO CONDITIONS HAZARDOUS TO PUBLIC SAFETY. SUCH CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, PUBLIC STREET RIGHTS-OF-WAY, UNDERGROUND AND ABOVEGROUND UTILITIES, AND SIGHT TRIANGLE AREAS REQUIRED FOR UNOBSTRUCTED VIEWS AT STREET INTERSECTIONS. 3. ALL PLANTS SHALL MEET THE MINIMUM STANDARDS FOR HEALTH, FORM AND ROOT CONDITION AS OUTLINED IN THE AMERICAN ASSOCIATION OF ALL PLANTS SHALL MEET THE MINIMUM STANDARDS FOR HEALTH, FORM AND ROOT CONDITION AS OUTLINED IN THE AMERICAN ASSOCIATION OF NURSERYMEN AAN STANDARDS. 4. A PLANTING GUARANTEE PERIOD OF TWO GROWING SEASONS SHALL BE PROVIDED FOR ALL VEGETATION. A PLANTING GUARANTEE PERIOD OF TWO GROWING SEASONS SHALL BE PROVIDED FOR ALL VEGETATION. 5. STAKING AND GUYING OF TREES SHALL ONLY OCCUR IF CONDITIONS WARRANT. STAKING AND GUYING OF TREES SHALL ONLY OCCUR IF CONDITIONS WARRANT. 6. ALL PLANT MATERIALS MUST BE INSTALLED IN MULCHED BEDS.ALL PLANT MATERIALS MUST BE INSTALLED IN MULCHED BEDS.
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MIN. IN PARKING AREA = 1.0 FC
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%%ULIGHTING STATISTICS
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AVG. ACROSS PROPERTY = 5.4 FC
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MAX. IN PARKING AREA = 15.4 FC
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MAX. ALONG PROPERTY LINE = 5.9 FC
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NOTES: LEAVE 12" DIA. CIRCLE OF BARE SOIL AROUND TRUNK FLARE, 6" DIA. FOR SHRUBS.
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* TREES 2" X 2" X 3' CEDAR OR PRESSURE TREATED STAKES. (3 PER TREE) FOR TREES GREATER THAN 8' HT ONLY.
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* TREE GUYING #12 GALVANIZED SOFT STEEL WIRE INSIDE LENGTHS OF RUBBER GARDEN HOSE. GUY WIRE IS TO HAVE NO CONTACT WITH TREE TRUNK.
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*REMOVE BURLAP AND TWINE FROM TOP 1/2 OF BALL OF ALL TREES & SHRUBS. COMPLETELY REMOVE ALL SYNTHETIC MATERIALS AND CAGING.
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BALL IS HIGH (TYP.)
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NO DEEPER THAN
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FIRMLY TAMPED SUBSOIL
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SET ROOTBALL ON
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12" MIN.
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ROOT BALL DIA.
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3" MULCH
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TOPSOIL. ADD FERTILIZER
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UNAMENDED EXCAVATED
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BACKFILL WITH 6" LIFTS
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WEEDBLOCK
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4" HIGH SOIL
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SAUCER. (TYP.)
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PER SPECIFICATIONS.
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STAKE
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LAYER (TYP.)
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FABRIC
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36" MIN.
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1.5X ROOTBALL DIA.
Designed By:
SAMUEL RENAURO IIINEW JERSEYPROFESSIONAL ENGINEER # 42862
Seal:
020-022
SR
DESCRIPTION
Date:
Reviewed By:
Scale:
Project No:
Sheet Number:Drawing Name:
Project / Location:
BOROUGH OF BELLMAWR CAMDEN COUNTY NEW JERSEY
HALL AVE. PARKING LOTBLOCK 173.04, LOT 4
100 ESSEX AVENUE, SUITE 201BELLMAWR NJ, 08031PH: (856) 933-3323
REVISIONS
SITE DETAILS 5
NTS
BKL
JULY 30, 2020
PARKING
RESERVED
SIGN DETAILSNTS
ACCESSIBLE
VAN
TOW-AWAY ZONE
PENALTY
LIGHTING DETAILNTS
PAVING & EDGE OF PAVEMENT DETAILNTS
HANDICAP STRIPING DETAILNTS
MCGRAW GLEON GALLEON LED SITELUMINAIRE DETAIL
NTS
PRECAST CONCRETE WHEEL STOPNTS
BASIN BOTTOM DETAILNTS
BASIN TYPICAL SECTIONNTS
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%%uGENERAL NOTES:
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1. DIMENSIONS, COLORS, AND DETAILS OF VARIOUS SIZE DIMENSIONS, COLORS, AND DETAILS OF VARIOUS SIZE SIGNS, SHIELDS AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGNS PUBLICATION" AND THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS". 2. ALL SIGNS SHALL BE OF THE ENCAPSULATED LENS TYPE. ALL SIGNS SHALL BE OF THE ENCAPSULATED LENS TYPE. 3. ALL SIGN MATERIALS SHALL BE MADE OF RETRO REFLECTIVE ALL SIGN MATERIALS SHALL BE MADE OF RETRO REFLECTIVE SHEETING ON ALUMINUM BLANKS MOUNTED ON GALVANIZED STEEL POSTS, ALL CONFORMING TO NJDOT STANDARD SPECIFICATIONS. 4. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
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R7-8 12" X 18" GREEN LEGEND, BORDER, AND ARROW, WHITE BACKGROUND AND HANDICAP SYMBOL, BLUE SQUARE BEHIND HANDICAP SYMBOL 7' MOUNTING HEIGHT
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12" X 6" BLUE LEGEND WHITE BACKGROUND
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$
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R7-8P 10" X 12" BLACK LEGEND WHITE BACKGROUND
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COMMUNITY SERVICE
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UP TO 90 DAYS
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OFFENSE
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st
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250 1
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$
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SUBSEQUENT OFFENSES
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250 MIN AND/OR
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BLUE
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GREEN
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BREAK AWAY CHANNEL POST DETAIL NTS
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PLAN VIEW
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TUFF NUT LAP SPLICE SYSTEM OR AASHTO APPROVED EQUAL.
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GRADE
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9 #3 RINGS
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8 #5 (L=9'-0")
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@ 12"
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NOTES: 1. ALL LIGHT POLES MUST BE GROUNDED TO LIGHT CIRCUITS AND ALL LIGHT POLES MUST BE GROUNDED TO LIGHT CIRCUITS AND GROUNDING ROD PER NEC. 2. ALL CONCRETE SHALL BE 4000 PSI WITH 60 KSI REINFORCEMENT. ALL CONCRETE SHALL BE 4000 PSI WITH 60 KSI REINFORCEMENT. 3. ALL LIGHT FIXTURE POLES SHALL BE 20' HIGH.ALL LIGHT FIXTURE POLES SHALL BE 20' HIGH.
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1" CHAMFER
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CONCRETE TO BE ABSOLUTELY LEVEL
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3/4"x10'-0" COPPERWELD GROUND ROD
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CADWELD #2 BARE COPPER
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NOTE: RUB CONCRETE BASE SMOOTH
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FINISH GRADE OR PAVING, SEE SITE PLAN
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4" SQ. STEEL POLE BLACK FINISH
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PVC CONDUIT
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LIGHT FIXTURE
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GROUND LUG ON POLE
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ANCHOR BOLTS PER POLE MANUFACTURER
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INSULATED BONDING AND GROUNDING BUSHINGS
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POLE BASE
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R1-1 30" X 30" WHITE LEGEND RED BACKGROUND
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WHITE
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RED
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GALVANIZED "U" CHANNEL POST
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R1-1 REFLECTIVE ALUMINUM
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GALVANIZED "U" CHANNEL BASE POST
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SEE BREAK AWAY CHANNEL POST DETAIL
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HOT MIX ASPHALT 12.5H64 SURFACE COURSE
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DENSE GRADED AGGREGATE
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HOT MIX ASPHALT 19M64 BASE COURSE
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COMPACTED FIRM SUBGRADE
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8' MIN.
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8'
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4'
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18' MINIMUM
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4" BLUE STRIPE (TYP.)
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8' MIN.
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HANDICAP PARKING SYMBOL. BLUE COLOR.
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GRADE
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%%USECTION A-A
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%%UELEVATION
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%%UPLAN
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A
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A
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1" HOLE TYP
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1/2" BEVEL, TYP
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(2)#4 BARS, #4 BARS, 5'-8" LG
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GENERAL NOTES: 1. CONCRETE USED TO HAVE MINIMUM 28 DAY COMPRESSIVE CONCRETE USED TO HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. 2. UNITS TO BE PINNED TO SURFACE WITH 3-3/4" STEEL UNITS TO BE PINNED TO SURFACE WITH 3-3/4" STEELRODS, 24" MINIMUM IN LENGTH. 3. ALL BEVELS TO BE 1/2". ALL BEVELS TO BE 1/2". 4. ALL ANGLES TO BE 45 .ALL ANGLES TO BE 45°.
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100 YR. FLOOD (19.000 CF) EL. 38.00
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BOTTOM ELEV. 35.00
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6"
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SOIL/PLANTING MIX
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NATURAL OR REPLACEMENT SOIL
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%%uNOTES:
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BASIN CONSTRUCTION MUST NOT COMPACT SOILS BELOW BASIN BOTTOM.
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SEE NEW JERSEY BEST MANAGEMENT PRACTICES MANUAL FOR ADDITIONAL REQUIREMENTS.
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1.
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3.
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3 (MAX.)
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1
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BASIN BOTTOM SHALL BE AT LEAST 5' ABOVE ANY IMPERVIOUS SOIL FORMATIONS.
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2.
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ESTIMATED SHWT: 31.00 (PER NRCS WEB SOIL SURVEY)
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%%uNOTES:
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CALCULATED DRAIN TIME OF THE 100-YEAR STORM: 12.0 HOURS (USING A FACTORED INFILTRATION RATE OF 3.00 IN/HR PER NRCS WEB SOIL SURVEY).
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1.
Designed By:
SAMUEL RENAURO IIINEW JERSEYPROFESSIONAL ENGINEER # 42862
Seal:
020-022
SR
DESCRIPTION
Date:
Reviewed By:
Scale:
Project No:
Sheet Number:Drawing Name:
Project / Location:
BOROUGH OF BELLMAWR CAMDEN COUNTY NEW JERSEY
HALL AVE. PARKING LOTBLOCK 173.04, LOT 4
100 ESSEX AVENUE, SUITE 201BELLMAWR NJ, 08031PH: (856) 933-3323
REVISIONS
BKL
JULY 30, 2020
6
AS NOTED
SOIL EROSION & SEDIMENTCONTROL NOTES & DETAILS
Designed By:
SAMUEL RENAURO IIINEW JERSEYPROFESSIONAL ENGINEER # 42862
Seal:
020-022
SR
DESCRIPTION
Date:
Reviewed By:
Scale:
Project No:
Sheet Number:Drawing Name:
Project / Location:
BOROUGH OF BELLMAWR CAMDEN COUNTY NEW JERSEY
HALL AVE. PARKING LOTBLOCK 173.04, LOT 4
100 ESSEX AVENUE, SUITE 201BELLMAWR NJ, 08031PH: (856) 933-3323
REVISIONS
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%%UTEMPORARY SEEDING
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%%UTEMPORARY MULCHING
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%%UPERMANENT SEEDING
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1. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND INLET PROTECTION.
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1 WEEK
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1 WEEK
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1 WEEK
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1 WEEK
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1 WEEK*
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DURATION
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%%USEDIMENT CONTROL MEASURES
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%%UIMPLEMENTATION OF SOIL EROSION AND
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%%UCONSTRUCTION SCHEDULE AND PROCEDURE FOR
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8. FINAL PAVE PARKING AREAS, AND COMPLETE LANDSCAPING.
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DISTURBED AREAS HAVE BEEN STABILIZED.
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7. REMOVE ACCESS PROTECTION, AND SILT FENCE AFTER ALL
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GRADE TOPSOIL AND ESTABLISH PERMANENT VEGETATIVE COVER.
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6. ESTABLISH FINISHED GRADE, PLACE WALKWAYS, SPREAD AND FINE
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5. CONSTRUCT PAVEMENT SUB-BASE.
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PATTERNS, AND CONSTRUCT SITE AMENITIES AND PARKING AREA.
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3. CLEAR AND ESTABLISH ROUGH GRADES AS NECESSARY TO ESTABLISH SITE DRAINAGE
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2. DEMOLISH EXISTING STRUCTURES ON SITE AND REMOVE EXISTING PAVEMENT.
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1 WEEK
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* TASKS MAY OCCUR CONCURRENTLY
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2 WEEKS*
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FLOW
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%%USILT FENCE
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NOTE; 1. SECURELY FASTEN GEOTEXTILE TO FENCE POST BY USE OF WIRE TIES, HOG RINGS, SECURELY FASTEN GEOTEXTILE TO FENCE POST BY USE OF WIRE TIES, HOG RINGS, STAPLES OR POCKETS. FOUR TO SIX FASTENERS PER POST. 2. BURY BOTTOM 1'-0" OF GEOTEXTILE AND TAMP IN PLACE. BURY BOTTOM 1'-0" OF GEOTEXTILE AND TAMP IN PLACE. 3. SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A POST BY WRAPPING 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 DESIREABLE. SET SILT FENCE WITHIN PROJECT LIMITS. 10'-0" IS DESIREABLE. 5. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM OF METAL THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM OF METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON WEBBING, GROMMETS, WASHERS, ETC.) PLACED BETWEEN THE FASTENER AND THE GEOTEXTILE FABRIC.
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DRIVE POST PLUMB OR SLIGHTLY UPHILL
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6"x 6" TRENCH
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TOE OF SLOPE
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2"x 2" FENCE POST (SPACING 6'-0" C/C)
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GEOTEXTILE (3'-0" WIDE)
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25' R
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25' R
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PUBLIC RIGHT OF WAY
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EXISTING GROUND
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GEOTEXTILE MATERIAL
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EXISTING GROUND
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STABILIZED CONSTRUCTION ENTRANCE NTS
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%%UMAINTENANCE PROGRAM
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THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION STABILIZATION, AND MAINTENANCE OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AND RELATED ITEMS INCLUDED WITHIN THIS PLAN. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR THE PROPER CONSTRUCTION AND STABILIZATION OF PERMANENT CONTROL MEASURES AND RELATED ITEMS INCLUDED WITHIN THIS PLAN. THE OWNER WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL PERMANENT CONTROL MEASURES. SOIL SEDIMENT REMOVED FROM ANY TEMPORARY CONTROL MEASURE DURING REGULAR MAINTENANCE WILL BE INCORPORATED BACK INTO THE EARTHWORK AS FILL ON THE SITE. SOIL SEDIMENT MATERIAL SHALL BE DISTRIBUTED ON-SITE WITHOUT CHANGING DRAINAGE PATTERNS DURING A SPECIFIC CONSTRUCTION STAGE. SILT FENCE INSTALLED ON THE PROJECT SITE SHALL BE MAINTAINED AS FOLLOWS: 1. THE FENCE CONDITION WILL BE INSPECTED ONCE A WEEK OR AFTER EVERY STORM EVENT, WHICHEVER THE FENCE CONDITION WILL BE INSPECTED ONCE A WEEK OR AFTER EVERY STORM EVENT, WHICHEVER COMES FIRST. ANY NECESSARY REPAIRS WILL BE MADE IMMEDIATELY. 2. ACCUMULATED SEDIMENTS WILL BE REMOVED WHEN THEY HAVE REACHED A DEPTH OF 1/2 THE BARRIER ACCUMULATED SEDIMENTS WILL BE REMOVED WHEN THEY HAVE REACHED A DEPTH OF 1/2 THE BARRIER HEIGHT. 3. UNDERCUTTING OR EROSION OF THE TOE ANCHOR WILL BE REPLACED IMMEDIATELY WITH ROCK FILTER UNDERCUTTING OR EROSION OF THE TOE ANCHOR WILL BE REPLACED IMMEDIATELY WITH ROCK FILTER OUTLETS. 4. ANY MANUFACTURER'S RECOMMENDATIONS WILL BE ADHERED TO FOR REPLACING FILTER FABRIC FENCE ANY MANUFACTURER'S RECOMMENDATIONS WILL BE ADHERED TO FOR REPLACING FILTER FABRIC FENCE DUE TO WEATHERING. THE CONSTRUCTION ENTRANCE WILL BE INSPECTED AT THE END OF EACH WORK DAY. THE THICKNESS WILL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSION BY ADDING ROCK. A STOCKPILE OF ROCK MATERIAL WILL BE MAINTAINED ON THE SITE FOR THIS PURPOSE. AT THE END OF EACH CONSTRUCTION DAY, ANY SEDIMENT DEPOSITED ON PUBLIC ROADWAYS, WILL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. WASHING OF THE ROADWAY WITH WATER WILL NOT BE PERMITTED.
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A. THE FOLLOWING SURFACES OF THE SITE SHALL BE TEMPORARILY SEEDED AND MULCHED: THE FOLLOWING SURFACES OF THE SITE SHALL BE TEMPORARILY SEEDED AND MULCHED: 1. THE SURFACE OF TOPSOIL STOCKPILES. 2. THE SURFACE OF EXPOSED EARTH AREAS THAT WILL BE EXPOSED WITHOUT CONSTRUCTION ACTIVITY THEREON. B. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY RUTGERS UNIVERSITY SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1000 SQUARE FEET OF 10-20-10 OR EQUIVALENT. IF SEED IS DRILLED OVER BANDED FERTILIZER, THE RATE OF FERTILIZER IS REDUCED 50%. APPLY LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDES) AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET FOR SANDY LOAM, LOAM OR SILT LOAM. PULVERIZED DOLOMITIC LIMESTONE IS PREFERRED FOR MOST SOILS SOUTH OF THE NEW BRUNSWICK-TRENTON LINE. C. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM SEEDBED IS PREPARED. D. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AS ABOVE. E. SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5 OR MORE BEFORE SEEDBED PREPARATION. THE ADDED SOIL SHALL BE LIMED AS ABOVE. F. SEEDING SHALL OCCUR IMMEDIATELY AFTER ESTABLISHMENT OF THE TOPSOIL STOCKPILES OR ROUGH GRADED SEEDING SHALL OCCUR IMMEDIATELY AFTER ESTABLISHMENT OF THE TOPSOIL STOCKPILES OR ROUGH GRADED AREAS. THE FOLLOWING SHALL BE PLANTED: 50% WINTER CEREAL RYEGRASS AT 50 POUNDS PER ACRE 50% PERENNIAL RYEGRASS AT 50 POUNDS PER ACRE G. APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL, CULTIPACKER APPLY SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. THE LATTER MAY BE JUSTIFIABLE FOR LARGE, STEEP AREAS WHERE CONVENTIONAL VEHICLES CANNOT TRAVEL. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH THE SEED. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL, TO A DEPTH OF 1/4 - 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE TEXTURED SOIL. H. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PREFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED.
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A. MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER ESTABLISHMENT. (THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT.) B. MULCH MATERIALS SHOULD BE UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO BE MULCH MATERIALS SHOULD BE UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO BE APPLIED AT THE RATE OF 1-1/2 - 2 TONS PER ACRE (70-90 POUNDS PER 1000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION MUST BE DOUBLE THE LOWER RATE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MATERIAL. C. SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 75% - 95% OF THE SOIL SURFACE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 75% - 95% OF THE SOIL SURFACE WILL BE COVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 - 90 POUNDS WITHIN EACH SECTION. D. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY LIQUID MULCH-BINDERS FOR SALT HAY OR STRAW MULCHES. 1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS, AND AT CRESTS APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS, AND AT CRESTS OF BANKS. REMAINDER OF AREAS SHOULD BE UNIFORM IN APPEARANCE. 2. USE ONE OF THE FOLLOWING: EMULSIFIED ASPHALT - (SS-1, CSS-1, CMS-2, MS-2, RS-1, RS-2, CRS-1, USE ONE OF THE FOLLOWING: EMULSIFIED ASPHALT - (SS-1, CSS-1, CMS-2, MS-2, RS-1, RS-2, CRS-1, AND CRS-2). APPLY 0.04 GAL./SQ.YD. OR 194 GAL./ACRE ON FLAT SLOPES LESS THAN 8 FEET HIGH. ON SLOPES 8 FEET OR MORE HIGH, USE 0.075 GAL./SQ.YD. OR 363 GAL./ACRE. CUTBACK ASPHALT - RAPID CURING (RC-70, RC-250, AND RC-800) OR MEDIUM CURING (MC-250 OR MC-800). APPLY 0.04 GAL./SQ.YD. OR 194 GAL./ACRE ON FLAT AREAS AND ON SLOPES LESS THAN 8 FEET HIGH. ON SLOPES 8 FEET OR MORE HIGH, USE 0.075 GAL./SQ.YD. OR 363 GAL./ACRE. SYNTHETIC OR ORGANIC BINDERS - BINDERS SUCH AS CURASOL, DCA-70, PETRO-SET, AND TERRA-TACK MAY BE USED AT RATES RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS. E. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1500 POUNDS PER ACRE MAY BE APPLIED BY A HYDROSEEDER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
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A. PERMANENT SEEDING SHALL OCCUR IMMEDIATELY AFTER THE FINAL GRADING IS COMPLETED. THE FOLLOWING SEED PERMANENT SEEDING SHALL OCCUR IMMEDIATELY AFTER THE FINAL GRADING IS COMPLETED. THE FOLLOWING SEED SHALL BE PLACED UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DIRECTED IN THE FIELD. SEE LANDSCAPE PLAN SHEET 5. A (1). LAWN AREAS: AREAS DESIGNATED AS LAWN, OR DISTURBED AREAS NOT DESIGNATED FOR ANY OTHER PLANTING SHALL BE PERMANENTLY STABILIZED BY SEEDING WITH THE FOLLOWING SEED MIXTURE AT A RATE OF 160 POUNDS PER ACRE. 120 LBS/ACRE HARD FESCUE 30 LBS/ACRE CREEPING FECUE 10 LBS/ACRE PERENNIAL RYEGRASS SEEDING DATES FOR THIS MIXTURE SHALL BE MARCH 1 TO NOVEMBER 15. B. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY RUTGERS UNIVERSITY SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1000 SQUARE FEET OF 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. APPLY LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDES) AT A RATE OF 135 POUNDS PER 1000 SQUARE FEET FOR SANDY LOAM, LOAM, OR SILT LOAM. PULVERIZED DOLOMITIC LIMESTONE IS PREFERRED FOR MOST SOILS SOUTH OF THE NEW BRUNSWICK-TRENTON LINE. C. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. D. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS, REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL. E. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS ABOVE. F. SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5 OR MORE BEFORE SEEDBED PREPARATION. THE ADDED SOIL SHALL BE LIMED AS ABOVE. G. SEE TEMPORARY SEEDING NOTES G. AND H. SEE TEMPORARY SEEDING NOTES G. AND H. TEMPORARY SEEDING NOTES G. AND H. G. AND H. H. SEE TEMPORARY MULCHING NOTES SEE TEMPORARY MULCHING NOTES TEMPORARY MULCHING NOTES I. IRRIGATION (WHERE FEASIBLE) - IF SOIL MOISTURE IS DEFICIENT, AND MULCH IS NOT USED, SUPPLY NEW IRRIGATION (WHERE FEASIBLE) - IF SOIL MOISTURE IS DEFICIENT, AND MULCH IS NOT USED, SUPPLY NEW SEEDINGS WITH ADEQUATE WATER (A MINIMUM OF 1/4 INCH TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED.) THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES. J. TOPDRESSING (IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN TOPDRESSING (IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION TO SUGGESTED FERTILIZER, THIS FOLLOW-UP TOPDRESSING IS NOT MANDATORY.) SPRING SEEDINGS WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-10-10. FALL SEEDINGS WILL REQUIRE THE ABOVE BETWEEN MARCH 15 AND MAY 1. MIXTURES DOMINATED BY WEEPING LOVEGRASS OR LEGUMES MAY NOT NEED TOPDRESSING BERMUDAGRASS SHOULD BE TOPDRESSED BEFORE AUGUST 15.
