LEGEND - oldbridge.com · methods and materials. 1. materials. a. topsoil should be friable, loamy,...
1
STRAW BALE DETAIL NOT TO SCALE SILT FENCE & INSTALLATION DETAIL NOT TO SCALE AND SEDIMENT CONTROL PLAN NOT TO SCALE TYPICAL SOIL EROSION VEHICLE WHEEL - CLEANING BLANKET NOT TO SCALE TOPSOIL STOCKPILE NOT TO SCALE TYPICAL Soil De-compaction and Testing Requirements Compaction Testing Methods Procedures for Soil Compaction Mitigation PROBING WIRE TEST 15.5 GA. STEEL WIRE (SURVEY FLAG) NOT TO SCALE HANDHELD SOIL PENETROMETER TEST NOT TO SCALE Engineering Associates Inc. LOT 5 BLOCK 8005 DETAILS ON-SITE PAVEMENT DETAIL NOT TO SCALE 1" = 150' LEGEND SOIL MANAGEMENT AND PREPARATION DETAIL TREE PROTECTION DETAIL NOT TO SCALE Engineering Associates Inc. "OLD BRIDGE RIFLE AND PISTOL CLUB" DETAILS LOT 5 BLOCK 8005 K:\5501-6000\5692\DESIGN PLANS C3D\5692-OBRP-DET.DWG, DETAILS (1), 2/3/2020 3:54:39 PM, 1:1, STATION 113 - C3D
LEGEND - oldbridge.com · methods and materials. 1. materials. a. topsoil should be friable, loamy, free of debris, objectionable weeds and stones, b. topsoil substitute is a soil
SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE
AutoCAD SHX Text
FEET OF 10-10-10 OR EQUIVALENT WITH 50%%% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST
AutoCAD SHX Text
INDICATES OTHERWISE AND INCORPORATED INTO THE SURFACE 4 INCHES. IF FERTILIZER IS NOT
AutoCAD SHX Text
INCORPORATED, APPLY ONE-HALF THE RATE DESCRIBED ABOVE DURING SEEDBED PREPARATION
AutoCAD SHX Text
AND REPEAT ANOTHER ONE-HALF RATE APPLICATION OF THE SAME FERTILIZER WITHIN 3 TO 5
AutoCAD SHX Text
WEEKS AFTER SEEDING.
AutoCAD SHX Text
B. WORK LIME AND FERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4
AutoCAD SHX Text
C. HIGH ACID PRODUCING SOIL. SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON
AutoCAD SHX Text
SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5 OR
AutoCAD SHX Text
MORE BEFORE INITIATING SEEDBED REPARATION. SEE STANDARD FOR MANAGEMENT OF HIGH
AutoCAD SHX Text
ACID-PRODUCING SOILS FOR SPECIFIC REQUIREMENTS.
AutoCAD SHX Text
INCHES WITH A DISC, SPRING-TOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL
AutoCAD SHX Text
HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE
AutoCAD SHX Text
TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED.
AutoCAD SHX Text
BASED,HYDROPHILIC MATERIALS WHEN MIXED WITH WATER FORMULATES A GEL AND
AutoCAD SHX Text
WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM
AutoCAD SHX Text
MEMBRANED NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE
AutoCAD SHX Text
PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE
AutoCAD SHX Text
GROWTH OF TURFGRASS. USE AT RATES AND WEATHER CONDITIONS AS
AutoCAD SHX Text
RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. MANY NEW
AutoCAD SHX Text
PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR
AutoCAD SHX Text
USE IN THIS STATE.
AutoCAD SHX Text
WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING AND CURING
AutoCAD SHX Text
SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED
AutoCAD SHX Text
AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL
AutoCAD SHX Text
GERMINATION OF GRASS. NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE
AutoCAD SHX Text
NAMES. THIS DOES NOT CONSTITUTE A COMMENDATION OF THESE PRODUCTS TO
AutoCAD SHX Text
THE EXCLUSION OF OTHER PRODUCTS.
AutoCAD SHX Text
1. THE FREEHOLD SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS
AutoCAD SHX Text
IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
AutoCAD SHX Text
2. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY
AutoCAD SHX Text
MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL
AutoCAD SHX Text
PERMANENT PROTECTION IS ESTABLISHED.
AutoCAD SHX Text
3. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL
AutoCAD SHX Text
REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE
AutoCAD SHX Text
DISTRICT FOR RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT STATE SOIL
AutoCAD SHX Text
EROSION AND SEDIMENT CONTROL STANDARDS.
AutoCAD SHX Text
4. IN THAT N.J.S.A. 4:24-39 ET. SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE
AutoCAD SHX Text
ISSUED BEFORE THE DISTRICT DETERMINES THAT A PROJECT OR PORTION THEREOF IS IN FULL
AutoCAD SHX Text
COMPLIANCE WITH THE CERTIFIED PLAN AND STANDARDS FOR SOIL EROSION AND SEDIMENT
AutoCAD SHX Text
CONTROL AND A REPORT OF COMPLIANCE HAS BEEN ISSUED. UPON WRITTEN REQUEST FROM
AutoCAD SHX Text
THE APPLICANT , THE DISTRICT MAY ISSUE A REPORT OF COMPLIANCE WITH CONDITIONS ON A
AutoCAD SHX Text
LOT-BY-LOT OR SECTION-BY-SECTION BASIS , PROVIDED THAT THE PROJECT OR PORTION
AutoCAD SHX Text
THEREOF IS IN SATISFACTORY COMPLIANCE WITH THE SEQUENCE OF DEVELOPMENT AND
AutoCAD SHX Text
TEMPORARY MEASURES FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN IMPLEMENTED,
AutoCAD SHX Text
INCLUDING PROVISIONS FOR STABILIZATION AND SITE WORK .
AutoCAD SHX Text
5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN SIXTY (60) DAYS, AND
AutoCAD SHX Text
NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING.
AutoCAD SHX Text
IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE DISTURBED
AutoCAD SHX Text
AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF 2 TO
AutoCAD SHX Text
2-1/2 TONS PER ACRE, ACCORDING TO THE STANDARD FOR STABILIZATION WITH MULCH
AutoCAD SHX Text
ONLY.
AutoCAD SHX Text
6. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL
AutoCAD SHX Text
CRITICAL AREAS SUBJECT TO EROSION (I.E. SOIL STOCKPILES, STEEP SLOPES
AutoCAD SHX Text
AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY SEEDING IN
AutoCAD SHX Text
COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AND A
AutoCAD SHX Text
MULCH ANCHOR, IN ACCORDANCE WITH STATE STANDARDS.
AutoCAD SHX Text
7. A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND
AutoCAD SHX Text
INSTALLATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING
AutoCAD SHX Text
AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED
AutoCAD SHX Text
WITHIN FIFTEEN (15) DAYS OF THE PRELIMINARY GRADING.
AutoCAD SHX Text
8. THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A
AutoCAD SHX Text
PAD OF CLEAN CRUSHED STONE AT POINTS WHERE TRAFFIC WILL BE ACCESSING THE
AutoCAD SHX Text
CONSTRUCTION SITE. AFTER INTERIOR ROADWAYS ARE PAVED, INDIVIDUAL LOTS REQUIRE A
AutoCAD SHX Text
STABILIZED CONSTRUCTION ACCESS CONSISTING OF ONE INCH TO TWO INCH (1"-2") STONE
AutoCAD SHX Text
FOR A MINIMUM LENGTH OF TEN FEET (10') EQUAL TO THE LOT ENTRANCE WIDTH. ALL OTHER
AutoCAD SHX Text
ACCESS POINTS SHALL BE BLOCKED OFF.
AutoCAD SHX Text
9. ALL SOIL WASHED, DROPPED, SPILLED, OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR
AutoCAD SHX Text
ONTO PUBLIC RIGHT-OF-WAYS WILL BE REMOVED IMMEDIATELY.
AutoCAD SHX Text
10. PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN
AutoCAD SHX Text
(10) DAYS AFTER FINAL GRADING.
AutoCAD SHX Text
11. AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING
AutoCAD SHX Text
TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO
AutoCAD SHX Text
SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A
AutoCAD SHX Text
WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE
AutoCAD SHX Text
FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT
AutoCAD SHX Text
PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND
AutoCAD SHX Text
STABILIZATION WILL HAVE TO BE EMPLOYED.
AutoCAD SHX Text
12. IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS,
AutoCAD SHX Text
ANY SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE ULTIMATELY
AutoCAD SHX Text
PLACED OR BURIED WITH LIMESTONE APPLIED AT THE RATE OF 10 TONS/ACRE, (OR 450
AutoCAD SHX Text
LBS/1,000 S.F. OF SURFACE AREA ) AND COVERED WITH A MINIMUM OF TWELVE (12) INCHES
AutoCAD SHX Text
OF SETTLED SOIL WITH A PH OF 5 OR MORE, OR 24" WHERE TREES OR SHRUBS ARE TO BE
AutoCAD SHX Text
PLANTED.
AutoCAD SHX Text
13. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE
AutoCAD SHX Text
DRAINAGE SYSTEM BECOMING OPERATIONAL.
AutoCAD SHX Text
14. UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN
AutoCAD SHX Text
DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING
AutoCAD SHX Text
METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR DEWATERING.
AutoCAD SHX Text
15. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED
AutoCAD SHX Text
UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED OR
AutoCAD SHX Text
MULCH SHALL BE APPLIED AS REQUIRED BY THE STANDARD FOR DUST CONTROL.
AutoCAD SHX Text
C.
AutoCAD SHX Text
A. SEED WITH PERENNIAL RYEGRASS AT A RATEOF 100 LB/AC. OR 1 LB./ 1,000 SF TO AN.
AutoCAD SHX Text
OPTIMUM SEED DEPTH OF 0.5 INCHES ( TWICE THE DEPTH FOR SANDY SOILS) DURING MARCH 1
AutoCAD SHX Text
TO MAY 15 AND AUGUST 15 TO OCTOBER 1 (NOTE: SUMMER SEEDING PERMITTED IF SOIL
AutoCAD SHX Text
MOISTURE IS ADEQUATE OR IF IRRIGATION IS PROVIDED).
AutoCAD SHX Text
BALES PLACED ON CONTOUR
AutoCAD SHX Text
WIRE OR NYLON CORD BOUND
AutoCAD SHX Text
2X2 STAKES, 1 1/2" TO 2" IN GROUND
AutoCAD SHX Text
2 RE-BAR STEEL PICKETS OR
AutoCAD SHX Text
PREVIOUSLY LAID BALE
AutoCAD SHX Text
ANGLE FIRST STAKE TOWARD
AutoCAD SHX Text
4" FACE
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
BOTTOM FLAP, TAMP IN PLACE
AutoCAD SHX Text
BETWEEN FASTENER AND FABRIC
AutoCAD SHX Text
FASTENERS AND REINFORCEMENT
AutoCAD SHX Text
FABRIC SECURED TO POST WITH METAL
AutoCAD SHX Text
8 FT. ON CENTERS
AutoCAD SHX Text
6.0 "
AutoCAD SHX Text
DIG 6" DEEP TRENCH,BURY
AutoCAD SHX Text
6.0 "
AutoCAD SHX Text
2.0' MIN.
AutoCAD SHX Text
FABRIC ALONG TOP OF FENCE
AutoCAD SHX Text
2.0' MIN.
AutoCAD SHX Text
DRAWSTRING RUNNING THROUGH
AutoCAD SHX Text
MIN. POST DIAMETER
AutoCAD SHX Text
THICKNESS OF 1 1/2"
AutoCAD SHX Text
136
AutoCAD SHX Text
124
AutoCAD SHX Text
122
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
TO ENTRAP SEDIMENT
AutoCAD SHX Text
AFTER EXCAVATION
AutoCAD SHX Text
BASE IMMEDIATELY
AutoCAD SHX Text
APPLY STONE SUB-
AutoCAD SHX Text
Setback
AutoCAD SHX Text
132
AutoCAD SHX Text
130
AutoCAD SHX Text
128
AutoCAD SHX Text
921
AutoCAD SHX Text
ACE WATER FROM SITE
AutoCAD SHX Text
DIVERT UPLAND SURF-
AutoCAD SHX Text
AND STABILIZE TO
AutoCAD SHX Text
STOCKPILE TOPSOIL
AutoCAD SHX Text
AND DISTURBANCE
AutoCAD SHX Text
LIMIT OF GRADING
AutoCAD SHX Text
134
AutoCAD SHX Text
128
AutoCAD SHX Text
130
AutoCAD SHX Text
132
AutoCAD SHX Text
134
AutoCAD SHX Text
138
AutoCAD SHX Text
25' LONG STABILIZED
AutoCAD SHX Text
CONST. ENTRANCE
AutoCAD SHX Text
EXCAVATED AREA
AutoCAD SHX Text
Roadway
AutoCAD SHX Text
SILT BARRIER
AutoCAD SHX Text
(SEE PLAN VIEW)
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
R.O.W.
AutoCAD SHX Text
CLEAN STONE
AutoCAD SHX Text
MIN. 6", THICK 1"-2"
AutoCAD SHX Text
PROVIDE APPROPRIATE
AutoCAD SHX Text
TRANSITION BETWEEN
AutoCAD SHX Text
STABILIZED CONSTRUCTION
AutoCAD SHX Text
ENTRANCE AND PUBLIC R.O.W.
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text
(SEE PLAN)
AutoCAD SHX Text
STABILIZED CONSTR. ENTRANCE
AutoCAD SHX Text
(SEE PLAN)
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
R.O.W.
AutoCAD SHX Text
35'R
AutoCAD SHX Text
CLEAN STONE
AutoCAD SHX Text
MIN. 6", THICK 1"-2"
AutoCAD SHX Text
AFTER STOCKPILING
AutoCAD SHX Text
SEED IMMEDIATELY
AutoCAD SHX Text
2. ALL INACTIVE STOCKPILES THAT WILL BE UNUSED
AutoCAD SHX Text
& SEDIMENT CONTROL STANDARDS OF NEW JERSEY.
AutoCAD SHX Text
STABILIZED IN ACCORDANCE WITH SOIL EROSION
AutoCAD SHX Text
TIME OF CONSTRUCTION. STOCKPILES WILL BE
AutoCAD SHX Text
1. LOCATION OF STOCKPILES TO BE DETERMINED AT
AutoCAD SHX Text
FOR 14 OR MORE DAYS SHALL BE TEMPORARILY
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
DOWNGRADE
AutoCAD SHX Text
(SEE DETAIL)
AutoCAD SHX Text
STABILIZED UNTIL EARTHWORK OPERATIONS
AutoCAD SHX Text
RESUME.
AutoCAD SHX Text
AFTER SEEDING, FIRMING THE SOIL TO A DEPTH OF NOT LESS THAN 4" WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED.
AutoCAD SHX Text
CONSTRUCTION SEQUENCE
AutoCAD SHX Text
NOTE THAT THE TOP SOIL WILL BE FIRMED TO A DEPTH OF NO LESS THAN 4". THE TOP SOIL WILL
AutoCAD SHX Text
NOT BE PLACED UNTIL THE SOIL DE-COMPACTION REQUIREMETS HAVE BEEN MET, WHERE APPLICABLE.
AutoCAD SHX Text
Soil Compaction Testing Requirements 1. Subgrade soils prior to the application of topsoil (see permanent seeding and prior to the application of topsoil (see permanent seeding and (see permanent seeding and stabilization notes for topsoil requirements) shall be free of excessive compaction to a depth of 6.0 inches to enhance the establishment of permanent vegetative cover. 2. Areas of the site which are subject to compaction testing and/or mitigation are graphically denoted on the certified soil erosion control plan if scarifying is not on the certified soil erosion control plan if scarifying is not included in the sequence of construction. 3. Compaction testing locations are denoted on the plan if scarifying is not included in Compaction testing locations are denoted on the plan if scarifying is not included in are denoted on the plan if scarifying is not included in the sequence of construction. A copy of the plan or portion of the plan shall be used to mark locations of tests, and attached to the compaction remediation form, available from the local soil conservation district. This form must be filled out and submitted prior to receiving a certificate of compliance from the district. 4. In the event that testing indicates compaction in excess of the maximum thresholds indicated for the simplified testing methods (see details below), the contractor/owner shall have the option to perform either (1) compaction mitigation over the entire mitigation area denoted on the plan (excluding exempt areas), or (2) perform additional, more detailed testing to establish the limits of excessive compaction whereupon only the excessively compacted areas would require compaction mitigation. Additional detailed testing shall be performed by a trained, licensed professional. A. Probing Wire Test (see detail) B. Hand-held Penetrometer Test (see detail) C .Tube Bulk Density Test (licensed professional engineer required D. Nuclear Density Test (licensed professional engineer required) Note: Additional testing methods which conform to ASTM standards and specifications, and which produce a dry weight, soil bulk density measurement may be allowed subject to District approval. Soil compaction testing is not required if/when subsoil compaction remediation if/when subsoil compaction remediation (scarification/tillage (6" minimum depth) or similar) is proposed as part of the sequence of construction. Procedures shall be used to mitigate excessive soil compaction prior to placement of prior to placement of topsoil and establishment of permanent vegetative cover. and establishment of permanent vegetative cover. Restoration of compacted soils shall be through deep scarification/tillage (6" minimum depth) where there is no danger to underground utilities (cables, irrigation systems, where there is no danger to underground utilities (cables, irrigation systems, etc.). In the alternative, another method as specified by a New Jersey Licensed Professional Engineer maybe substituted subject to District Approval.
AutoCAD SHX Text
FINAL GRADE TO BOTTOM OF SEED BED, LANDSCAPE BED OR SOD BED. TOP SOIL, MULCH, AND SEED OR INSTALL LANDSCAPING IN DISTURBED AREAS.
AutoCAD SHX Text
9.
AutoCAD SHX Text
IF APPLICABLE, EITHER SCARIFY 6" OF BED SURFACE OR TEST SOIL COMPACTION.
AutoCAD SHX Text
%%UNOTE
AutoCAD SHX Text
: SOIL SHOULD BE MOIST
AutoCAD SHX Text
BUT NOT SATURATED. DO NOT
AutoCAD SHX Text
TEST WHEN SOIL IS EXCESSIVELY
AutoCAD SHX Text
DRY OR SUBJECT TO FREEZING
AutoCAD SHX Text
TEMPERATURES. SLOW STEADY
AutoCAD SHX Text
DOWNWARD PRESSURE USED TO
AutoCAD SHX Text
ADVANCE THE WIRE.
AutoCAD SHX Text
%%U* WIRE MAY BE RE-INSERTED
AutoCAD SHX Text
%%UIF/WHEN AN OBSTRUCTION
AutoCAD SHX Text
%%U(ROCK, ROOT, DEBRIS) IS
AutoCAD SHX Text
%%UENCOUNTERED.
AutoCAD SHX Text
%%URECORD DEPTH OF PENETRATION WHEN
AutoCAD SHX Text
%%UWIRE DEFORMS: MINIMUM DEPTH OF 6"
AutoCAD SHX Text
%%UTO PASS TEST. EITHER PREMEDITATE OR
AutoCAD SHX Text
%%UPERFORM THE NEXT TEST.
AutoCAD SHX Text
6" MIN. VISIBLE MARK ON WIRE AT DEPTH.
AutoCAD SHX Text
18"-21"
AutoCAD SHX Text
%%UNOTE
AutoCAD SHX Text
: SOIL SHOULD BE MOIST BUT NOT
AutoCAD SHX Text
SATURATED. DO NOT TEST WHEN SOIL IS
AutoCAD SHX Text
EXCESSIVELY DRY OR SUBJECT TO FREEZING
AutoCAD SHX Text
TEMPERATURES. SLOW STEADY DOWNWARD
AutoCAD SHX Text
PRESSURE USED TO ADVANCE THE WIRE.
AutoCAD SHX Text
MEASURE DEPTH WHEN GAGE READING
AutoCAD SHX Text
REACHES 300 PSI OR DEPTH OF 6"
AutoCAD SHX Text
%%U* PENETROMETER MAY BE
AutoCAD SHX Text
%%URE-INSERTED IF/WHEN AN
AutoCAD SHX Text
%%UOBSTRUCTION (ROCK, ROOT,
AutoCAD SHX Text
%%UDEBRIS) IS ENCOUNTERED.
AutoCAD SHX Text
%%U6" MIN. VISIBLE MARK
AutoCAD SHX Text
%%UON WIRE AT DEPTH.
AutoCAD SHX Text
%%UGAGE READING 300 PSI
AutoCAD SHX Text
%%UOR LESS AT 6"
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
POCKET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
NO
AutoCAD SHX Text
XREF:
AutoCAD SHX Text
CAD FILE:
AutoCAD SHX Text
.
AutoCAD SHX Text
CERTIFICATE OF AUTHORIZATION NO. 24GA27989300
AutoCAD SHX Text
Civil & Environmental Engineers
AutoCAD SHX Text
Professional Planners Surveyors Landscape Architects
AutoCAD SHX Text
12 ROBBINS PKWY.
AutoCAD SHX Text
AT WATER STREET
AutoCAD SHX Text
TOMS RIVER, N.J. 08753
AutoCAD SHX Text
Ph(732)244-0888
AutoCAD SHX Text
100 RIKE DRIVE
AutoCAD SHX Text
MILLSTONE TOWNSHIP, N.J. 08535
AutoCAD SHX Text
Ph(609)448-5550
AutoCAD SHX Text
6 7
AutoCAD SHX Text
OLD BRIDGE TOWNSHIP
AutoCAD SHX Text
MIDDLESEX COUNTY, NEW JERSEY
AutoCAD SHX Text
5692
AutoCAD SHX Text
5692-OBRP-DET.WG
AutoCAD SHX Text
1"=30'
AutoCAD SHX Text
9/15/19
AutoCAD SHX Text
SH
AutoCAD SHX Text
TAX MAP SHEET 8
AutoCAD SHX Text
L.L.A. NJ LIC. NO. 21AS00046400
AutoCAD SHX Text
RICHARD P. WIENER
AutoCAD SHX Text
USE
AutoCAD SHX Text
PLANTING RATE
AutoCAD SHX Text
MIXTURE %%U#15:
AutoCAD SHX Text
MIXTURE
AutoCAD SHX Text
PLANTING DATE
AutoCAD SHX Text
130 LBS./AC.
AutoCAD SHX Text
RESIDENTIAL
AutoCAD SHX Text
COMMERCIAL
AutoCAD SHX Text
USE
AutoCAD SHX Text
OPTIMAL: 8/15 - 10/15
AutoCAD SHX Text
ACCEPTABLE: 3/1 - 4/30
AutoCAD SHX Text
HARD FESCUE
AutoCAD SHX Text
45 LBS./AC.
AutoCAD SHX Text
CHEWING FESCU
AutoCAD SHX Text
45 LBS./AC.
AutoCAD SHX Text
STRONG & CREEPING RED FESCUE
AutoCAD SHX Text
10 LBS./AC.
AutoCAD SHX Text
PERENNIAL RYEGRASS.
AutoCAD SHX Text
5/1 - 8/14
AutoCAD SHX Text
USE
AutoCAD SHX Text
WEEK 2
AutoCAD SHX Text
WEEK 3
AutoCAD SHX Text
WEEK 3
AutoCAD SHX Text
WEEK 3
AutoCAD SHX Text
WEEK 3
AutoCAD SHX Text
WEEK 50
AutoCAD SHX Text
WEEK 51
AutoCAD SHX Text
WEEK 1
AutoCAD SHX Text
WEEK 4
AutoCAD SHX Text
WEEK 8
AutoCAD SHX Text
WEEK 9
AutoCAD SHX Text
WEEK 13
AutoCAD SHX Text
WEEK 14
AutoCAD SHX Text
WEEK 22
AutoCAD SHX Text
WEEK 23
AutoCAD SHX Text
WEEK 48
AutoCAD SHX Text
WEEK 48
AutoCAD SHX Text
WEEK 49
AutoCAD SHX Text
2" FA-BC-1 SURF. CSE
AutoCAD SHX Text
4" BIT. STAB. BSE CSE.
AutoCAD SHX Text
4" DENSE GRADED AGGREGATE
AutoCAD SHX Text
SUBGRADE *
AutoCAD SHX Text
* ALL SUBGRADE MATERIAL IS TO BE FIRM , UNYIELDING AND APPROVED
AutoCAD SHX Text
BY THE TOWNSHIP ENGINEER. AT THE DIRECTION OF THE TOWNSHIP ENGINEER,
AutoCAD SHX Text
UNSUITABLE SUBGRADE MATERIAL SHALL BE REMOVED AND REPLACED WITH
AutoCAD SHX Text
SUITABLE MATERIAL AND/OR UNDER DRAINS INSTALLED.
AutoCAD SHX Text
SOIL COMPACTION TESTING AREAS
AutoCAD SHX Text
RECOMMENDED SOIL COMPACTION TEST LOCATION (MINIMUM 2 PER ACRE)
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
TESTING FOR EXCESSIVE SOIL COMPACTION APPLIES WHERE
AutoCAD SHX Text
PERMANENT VEGETATION IS TO BE ESTABLISHED.
AutoCAD SHX Text
EXCLUDED:
AutoCAD SHX Text
1.
AutoCAD SHX Text
AREAS WITHIN 20 FEET OF BUILDING
AutoCAD SHX Text
AREAS OF 500 S.F. OR LESS OF CONTIGUOUS PERVIOUS AREA
AutoCAD SHX Text
TOTAL AREA WHERE TESTING APPLIES IS 0.99 AC. 2 TESTS ARE REQUIRED FOR TESTING AREA UP TO 1 ACRE. THEREFORE 2 TESTS ARE REQUIRED UNLESS SCARIFICATION IS CONDUCTED.
AutoCAD SHX Text
2.
AutoCAD SHX Text
DRYWELL , INFILTRATION TRENCH
AutoCAD SHX Text
AREAS OF 500 SF OR LESS OF CONTINUOUS AREA ( NOT REQUIRED TO BE TESTED)
AutoCAD SHX Text
(SEE CALCULATION)
AutoCAD SHX Text
SNOW FENCE
AutoCAD SHX Text
(NO FLUSH CUTS) AND TREE PAINT SHALL NOT BE APPLIED.
AutoCAD SHX Text
GREATER THAN CRITICAL
AutoCAD SHX Text
ROOT RADIUS (CCR)
AutoCAD SHX Text
PROTECTIVE
AutoCAD SHX Text
%%UCCR CALCULATION:
AutoCAD SHX Text
%%UTREE PROTECTION NOTES:
AutoCAD SHX Text
1. TREE PROTECTION SHALL BE PROVIDED AROUND
AutoCAD SHX Text
AROUND EXISTING TREES TO BE SAVED PRIOR TO
AutoCAD SHX Text
ANY SITE DISTURBANCE. FENCE SHOULD BE INSTALLED
AutoCAD SHX Text
BEYOND THE CRITICAL ROOT RADIUS (CCR) AS SHOWN
AutoCAD SHX Text
ABOVE.
AutoCAD SHX Text
2. BOARDS SHALL NOT BE NAILED TO TREES DURING
AutoCAD SHX Text
CONSTRUCTION.
AutoCAD SHX Text
3. FEEDER ROOTS SHALL NOT BE CUT IN AN AREA WITHIN
AutoCAD SHX Text
CCR (ALSO KNOWN AS THE PROJECTED ROOT ZONE).
AutoCAD SHX Text
4. DAMAGED TRUNKS OR EXPOSED ROOTS SHALL HAVE
AutoCAD SHX Text
DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT
AutoCAD SHX Text
SHALL BE APPLIED. EXPOSED ROOTS SHALL BE PRUNED
AutoCAD SHX Text
AND COVERED WITH TOPSOIL IMMEDIATELY AFTER
AutoCAD SHX Text
EXCAVATION IS COMPLETE. ADDITIONALLY, ROOTS SHALL
AutoCAD SHX Text
BE IRRIGATED IF EXPOSED DURING HOT WEATHER.
AutoCAD SHX Text
5. TREE LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE
AutoCAD SHX Text
AS NATURALLY TARGET PRUNING TO REMOVE THE DESIRED
AutoCAD SHX Text
BRANCH AS CLOSE AS POSSIBLE TO THE BRANCH COLLAR
AutoCAD SHX Text
1. MEASURE THE DIAMETER OF THE TREE 4.5 FEET THE TREE 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE (DBH) IN INCHES.
AutoCAD SHX Text
2. FOR OLDER, UNHEALTHY OR SENSITIVE SENSITIVE SPECIES: DBH x 1.5 = CCR (IN FEET)
AutoCAD SHX Text
3. FOR YOUNGER, HEALTHY OR TOLERANT TOLERANT SPECIES: DBH x 1.0 = CCR (IN FEET)
AutoCAD SHX Text
LIMIT OF DISTURBANCE AREA=1 AC.
AutoCAD SHX Text
AREA OF NO DISTURBANCE
AutoCAD SHX Text
TEST LOCATION
AutoCAD SHX Text
LIMIT OF DISTURBANCE AREA=2 AC.
AutoCAD SHX Text
TEST LOCATION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
POCKET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
DWG. NO.
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
NO
AutoCAD SHX Text
XREF:
AutoCAD SHX Text
CAD FILE:
AutoCAD SHX Text
.
AutoCAD SHX Text
CERTIFICATE OF AUTHORIZATION NO. 24GA27989300
AutoCAD SHX Text
Civil & Environmental Engineers
AutoCAD SHX Text
Professional Planners Surveyors Landscape Architects
![cdigital.dgb.uanl.mxcdigital.dgb.uanl.mx/la/1020078282/1020078282_167.pdf · rdado en de realee. FRIABILITY frha-bi'lLi-ti] Friabilidad, la call de 10 puede desmenu r. FRIABLE Friable,](https://img.dokumen.tips/doc/110x75/5e7947e19f413b794d1b3e88/rdado-en-de-realee-friability-frha-billi-ti-friabilidad-la-call-de-10-puede.jpg)
