J-8_ MSBL 20-1008_Repair Pavement Flight-Line Side of Fire Department_Final Drawings.pdf

PDF 5 MB Posted Mar 18, 2025

Attached to: FY25 Concrete and Paving Recompete
Solicitation number: FA448425R0002
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Mar 18, 2025

These are 100% construction documents for a pavement repair project at Joint Base McGuire-Dix-Lakehurst (JBMDL) in New Jersey, specifically focusing on the flight-line side of the Fire Department (Project Number MSBL 20-1008). The documents detail a comprehensive pavement rehabilitation effort involving full-depth asphalt removal and replacement (approximately 26,115 square feet), installation of new concrete curbing (approximately 90 linear feet), handicap parking improvements, and associated site work.

The technical drawings provide detailed specifications for pavement construction, including soil erosion and sediment control plans, traffic markings, and site preparation requirements. Key elements include installing new thermoplastic parking stall markings, replacing existing storm drains, maintaining existing light poles, and implementing erosion control measures such as silt fencing and hay bales. The project involves precise grading, soil management, and adherence to New Jersey soil conservation district standards, with the work to be executed by the 787th Civil Engineer Squadron under the Air Mobility Command's oversight.

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J-13_MSBL 20-1008 SEED Bid Site Visit Sign-in Sheet.pdf	PDF	Apr 25, 2025
J-12_FY25 Concrete and Paving Recompete_Site visit and Solicitation QA document.pdf	PDF	Apr 25, 2025
Solicitation Amendment FA448425R00020001 SF 30.pdf	PDF	Apr 25, 2025
J-10_MSBL 20-1008_Repair Pavement Flight-line Side of Fire Department_Schedule of Material Submittals.pdf	PDF	Mar 18, 2025
J-1_Section L and M.pdf	PDF	Mar 18, 2025
J-7_ Anti-Terrorism Awareness Guide for Contractors.pdf	PDF	Mar 18, 2025
J-9_ MSBL 20-1008_Repair Pavement Flight-line Side of Fire Department_BID Schedule-Blank.pdf	PDF	Mar 18, 2025
J-4_PAST PERFORMANCE ASSESSMENT QUESTIONAIRE.docx	DOCX document	Mar 18, 2025
Solicitation - FA448425R0002.pdf	PDF	Mar 18, 2025
C-3_MSBL 20-1008_Repair Pavement Flight-line Side of Fire Department_Specifications.pdf	PDF	Mar 18, 2025
J-2_JBMDL Wage Determination Ocean County.pdf	PDF	Mar 18, 2025
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C-1_ 2025 Concrete and Paving Statement of Work.pdf	PDF	Mar 18, 2025
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REPAIR PAVEMENT, FLIGHT-LINE SIDE OF

FIRE DEPARTMENT

MSBL 20-1008

JBMDL, NEW JERSEY

T-1

TABLE OF CONTENTS

SHEET DWG TITLE

1 T-1 TITLE SHEET

2 T-2 CONSTRUCTION DETAILS

3 C-1 EXISTING CONDITIONS

4 C-2 SITE PLAN

5 C-3 EXISTING CONDITIONS - FRONT PARKING LOT

6 C-4 SITE PLAN - FRONT PARKING LOT

7 C-5 STRIPPING PLAN - FRONT PARKING LOT

8 C-6 SOIL EROSION AND SEDIMENT CONTROL NOTES

9 C-7 SOIL EROSION AND SEDIMENT CONTROL DETAILS

10 C-8 SOIL EROSION AND SEDIMENT CONTROL PLAN

11 C-9 SOIL EROSION AND SEDIMENT CONTROL PLAN

GENERAL NOTES:

1. COORDINATE WORK ON THESE DRAWINGS WITH THE SCOPE OF WORK. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE SPECIFICATIONS.

2. AS BUILT DATA SHALL BE COLLECTED AS THE WORK IS INSTALLED AND SHALL BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATIONS.

3. ALL COMMERCIAL VEHICLES SHALL UTILIZE THE COMMERCIAL GATE FOR JOINT BASE MCGUIRE-DIX-LAKEHURST EGRESS AND INGRESS. CONTRACTOR SHALL VERIFY

GATE ENTRY PROCEDURES AND OPERATING HOURS WITH JBMDL SECURITY FORCES.

4. DIMENSIONS, QUANTITIES, AND CONDITIONS MUST BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD BEFORE STARTING WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE CONTRACTING OFFICE REPRESENTATIVE FOR DECISION BEFORE PROCEEDING WITH THE WORK OR ORDER MATERIAL.

ALL ELEVATIONS SHALL BE VERIFIED WITH THE VERTICAL CONTROL BENCHMARK BY THE CONTRACTOR.

5. THE CONTRACTOR SHALL COMPLETE AND FILE A DIG PERMIT AS REFERENCED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT DIGGING PERMIT APPLICATIONS AS REQUIRED, WHICH SPECIFICALLY IDENTIFY THE AREA(S) OF EXCAVATION, INCLUDING ACTUAL FIELD MARKOUT BY THE CONTRACTOR DELINEATING ALL MARKOUT AREAS. SAID MARKOUT TO FOLLOW JBMDL PROCEDURES. THE CONTRACTOR SHALL ALSO CONTACT THE NEW JERSEY 811 CALL BEFORE YOU DIG.

CONTRACTOR SHALL VERIFIY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES THAT POTENTIALLY HAVE EXISTING UTILITIES ON-SITE.

6. THE CONTRACTOR SHALL APPLY FOR AN EROSION AND SEDIMENT CONTROL PERMIT FROM THE OCEAN COUNTY SOIL CONSERVATION DISTRICT PRIOR TO THE START OF WORK. SITE WORK SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND PERMITS OBTAINED. CONTRACTOR SHALL ENSURE

POSITIVE DRAINAGE OF ALL SURFACE RUNOFF DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK TO AVOID DAMAGING THE EXISTING UTILITIES AND/OR SITE FEATURES THAT ARE TO REMAIN. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PAVEMENT THAT ARE TO REMAIN AND EXISTING UTILITIES DESIGNATED TO REMAIN FROM ALL HEAVY EQUIPMENT. ANY DAMAGE CAUSED BY CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE AT NO COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR SHALL BE REPORTED IMMEDIATELY AND SENT TO THE CONTRACTING OFFICIER REPRESENTATIVE. AS DETERMINED BY THE CONTRACTING OFFICIER REPRESENTATIVE, THE CONTRACTOR MAY BE ORDERED TO IMMEDIATELY REPAIR DAMAGE CAUSED BY THE

CONTRACTOR.

8. THE CONTRACTOR SHALL REMOVE, HAUL, TRANSPORT AND DISPOSE OF ASPHALT AND ALL OTHER CONSTRUCTION DEBRIS OFF BASE AT THE CONTRACTOR'S

EXPENSE.

9. THE CONTRACTOR SHALL PROVIDE DETOUR PLAN.

10. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NESESSARY BARRICADES AND ROAD SIGNAGE AROUND THE WORK SITE AND PROVIDE PROTECTION AGAINST WATER DAMAGE, SOIL MITIGATION AND SOIL EROSION AS PER PROJECT CONTRACT DOCUMENTS, BURLINTON COUNTY SOIL CONSERVATION DISTRICT AND JDMDL REQUIREMENTS. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT NJDOT AND MUTCD STANDARDS AND SPECIFICATIONS.

11. ALL FINISH GRADING SHALL BE DONE SO AS TO ENSURE POSITIVE DRAINAGE AWAY FROM ROADWAY OR STRUCURES.

12. THE CONTRACTOR SHALL PROVIDE TOPSOIL FOR ALL DISTURBED AREAS.

13. THE CONTRACTOR SHALL HYDROSEED ALL NEW TOPSOIL AND DISTURBED AREAS.

14. CONTRACTOR SHALL COORDINATE ALL TRADES AND MAKE SURE ALL WORK IS PERFORMED TO ENSURE ALL CONSTRUCTION ELEMENTS ARE INSTALLED AND INTERFACE WITH ALL OTHER CONSTRUCTION ELEMENTS AND THAT NO INTERFERENCE OR CONFLICTS OCCUR.

15. ALL AREAS TO BE PAVED SHOULD BE PROOF ROLLED EITHER BY FULLY LOADED TANDEM-AXLE REAR DUMP TRUCK OR A TRI-AXLE REAR DUMP TRUCK (WITH RAISED THIRD AXLE) LOADED TO A MINIMUM GROSS WEIGHT OF 20 TONS. TEST TO BE WITNESSED BY GOVERNMENT REPRESENTATIVE. ANY SOFT SPOTS MUST BE

ADDRESSED PRIOR TO PAVING.

SCALE: NTS

VICINITY MAP

U.S. AIR FORCE

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LEGEND

C-1

EXISTING LIGHT POLE TO REMAIN

EXISTING HYDRANT AND BOLLARDS TO REMAIN

EXISTING FIRE

DEPARTMENT

BUILDING #687

- LIGHT POLE

- HYDRANT

- GAS MAIN

- WATER MAIN

- ELECTRIC LINE

- CONTOUR

GAS

EXISTING CONCRETE ANCHOR VAULTS TO BE

REMOVED

APPROXIMATE LOCATION OF TREES

EXISTING CONCRETE PAD WITH STEEL PLATE TO

BE REMOVED

EXISTING CONCRETE HELIUM VAULT WITH STEEL

HATCH TO BE REMOVED

EXISTING ANCHOR VAULT TO BE REMOVED

EXISTING CONCRETE PAD WITH STEEL PLATE TO

BE REMOVED

- HELIUM LINES

- TELEPHONE LINES

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APPROXIMATELY 10,000 SF OF

EXISTING ASPHALT TO BE

REMOVED AND REPLACED

SEE DETAIL 1 ON SHEET T-2

C-2

EXISTING ASPHALT TO REMAIN

R=25'

R=80'

INSTALL FOUR (4) BOLLARDS

AROUND EXISTING LIGHT POLE

SEE DETAIL 2 ON SHEET T-2

R=25'

EXISTING FIRE

DEPARTMENT

BUILDING #687

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LEGEND

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EXISTING LIGHT POLES TO REMAIN

EXISTING FIRE

DEPARTMENT

BUILDING #687

- LIGHT POLE

- HYDRANT

- GAS MAIN

- WATER MAIN

- ELECTRIC LINE

- CONTOUR

GAS

EXISTING CONCRETE CURB

EXISTING TYPE N CURB PIECE INLET

EXISTING ASPHALT PARKING LOT

- HELIUM LINES

- TELEPHONE LINES

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C-4

EXISTING FIRE

DEPARTMENT

BUILDING #687

FULL DEPTH REMOVAL AND

INSTALL NEW ASPHALT.

SEE DETAIL 2 ON SHEET T-2

(APPROXIMATELY 26,115 S.F.)

EXISTING CONCRETE CURBING TO

BE REPLACED

(APPROXIMATELY 195 LF)

EXISTING STORM DRAIN TO

REPLACED

EXISTING LIGHT POLES TO

REMAIN

FULL DEPTH REMOVAL AND

INSTALL NEW ASPHALT.

SEE DETAIL 2 ON SHEET T-2

(APPROXIMATELY 26,115 S.F.)

EXISTING CONCRETE 5' WIDE

SIDEWALK TO BE REPLACED

(APPROXIMATELY 200 LF

INCLUDING DEPRESSED CURB)

FULL DEPTH REMOVAL AND

INSTALL NEW ASPHALT.

SEE DETAIL 2 ON SHEET T-2

(APPROXIMATELY 26,115 S.F.)

INSTALL HANDICAP RAMP WITH

WARNING DETECTION STRIP AND

DEPRESSED CURB

INSTALL HANDICAP RAMP WITH

WARNING DETECTION STRIP

AND DEPRESSED CURB

INSTALL CONCRETE CURB

(APPROXIMATELY 90 LF)

FILL AREA WITH NEW SOIL, WEED

BARRIER AND ANGULAR ROCK

(APPROXIMATELY 300 SF)

INSTALL CONCRETE CURB

(APPROXIMATELY 90 LF)

FILL AREA WITH NEW SOIL, WEED

BARRIER AND ANGULAR ROCK

(APPROXIMATELY 300 SF)

INSTALL HANDICAP PARKING SIGNS

WITH POSTS

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C-5

EXISTING FIRE

DEPARTMENT

BUILDING #687

4" THERMOPLASTIC PARKING

STALL PAVEMENT MARKING,

WHITE 20' LONG

HANDICAP PAVEMENT

MARKINGS, BLUE

4" THERMOPLASTIC CROSS

HATCH STRIPING PAVEMENT

MARKING, BLUE

INSTALL 24" STOP BAR

PAVEMENT MARKING, WHITE

4" THERMOPLASTIC PARKING

STALL PAVEMENT MARKING,

WHITE 20' LONG

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C-6

CONSTRUCTION SEQUENCE:

1. THE CONTRACTOR SHALL SUBMIT ALL STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

MATERIALS TO THE LOCAL APPROVING AUTHORITY AND THE BURLINGTON COUNTY SOIL

CONSERVATION DISTRICT PRIOR TO STARTING ANY WORK IF REQUIRED.

2. THE CONTRACTOR SHALL, PRIOR TO ANY UNDERGROUND EXCAVATION, CALL AND OBTAIN APPROVAL FROM THE "ONE CALL" PROGRAM FOR UNDERGROUND UTILITY IDENTIFICATION. PHONE 1-800-272-1000.

3. THE CONTRACTOR SHALL PRIOR TO UNDERGROUND EXCAVATION, CALL AND OBTAIN LOCAL

IDENTIFICATION OF UNDERGROUND UTILITIES AND APPROVAL FOR EXCAVATION FROM JB-MDL WORK ORDER DESKS, INCLUDING PRIDE INDUSTRIES WORK ORDER DESK FOR FORT DIX AREA PROJECTS.

PHONE 609-562-2472.

4. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED TO

HAYBALE AND SILT FENCE BARRIERS, INLET PROTECTION AT EXISTING CATCH BASINS, AND

TEMPORARY MATERIAL STOCKPILES.

5. THE CONTRACTOR SHALL PROTECT, REMOVE, CAP, AND DISPOSE OF EXISTING UTILITIES AS DIRECTED

ON PLANS AND OR SPECIFICATIONS.

6. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING PAVEMENT AS DIRECTED ON PLANS

AND OR SPECIFICATIONS.

7. THE CONTRACTOR SHALL INSTALL STORMWATER MANAGEMENT MEASURES AND PROVIDE INLET AND

OUTLET PROTECTION AS REQUIRED.

8. THE CONTRACTOR SHALL INSPECT ALL STORMWATER MANAGEMENT MEASURES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT. SEDIMENT SHALL BE REMOVED AS NEEDED AND HAY BALES AND

SILT FENCES REPLACED AND/OR REPAIRED FROM STOCKPILED MATERIAL ON-SITE.

9. THE CONTRACTOR SHALL PROVIDE SOIL RESTORATION PRIOR TO TOPSOILING FOR PERMANENT

STABILIZATION.

10. THE CONTRACTOR SHALL CONSTRUCT ALL FEATURES AS PER SPECIFICATIONS AND DRAWINGS.

11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PROJECT IS

COMPLETE.

8 11

GENERAL NOTES:

1. THE DISTRICT INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION AND SEDIMENT CONTROL

MEASURES TO BE INSTALLED IN ACCORDANCE WITH "THE STANDARDS FOR SOIL EROSION AND

SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION, JANUARY 2014, REVISED JULY 2017" (SESC

STANDARDS).

2. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE SESC STANDARDS.

3. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO ANY MAJOR

SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT

PROTECTION IS ESTABLISHED.

4. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE SUBMISSION OF A REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT. THE

REVISED PLANS MUST MEET ALL CURRENT SESC STANDARDS.

STANDARDS:HTTP://WWW.STATE.NJ.US/AGRICULTURE/DIVISIONS/ANR/NRC/NJEROSION.HTML

5. N.J.S.A. 4:24-39 ET SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE ISSUED BEFORE THERE HAS BEEN COMPLIANCE WITH PROVISIONS OF A CERTIFIED PLAN FOR PERMANENT MEASURES.

ALL SITE WORK, AND ALL WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS, MUST BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OF COMPLIANCE FOR THE ISSUANCE OF A CERTIFICATE

OF OCCUPANCY BY THE MUNICIPALITY.

6. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN SIXTY (60) DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE TEMPORARY VEGETATIVE COVER FOR SOIL

STABILIZATION. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE

DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL WITHIN 14 DAYS, AT A RATE OF 2 TO 2-1/2 TONS PER ACRE AND ANCHORED IN PLACE ACCORDING TO THE SESC STANDARD

FOR STABILIZATION WITH MULCH ONLY.

7. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT

TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY

VEGETATIVE COVER FOR SOIL STABILIZATION IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF 1-1/2 TO 2 TONS PER ACRE AND ANCHORED IN PLACE ACCORDING TO THE

SESC STANDARDS.

8. A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND

INSTALLATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING

AREAS.IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED WITHIN

FIFTEEN (15) DAYS OF THE PRELIMINARY GRADING.

9. ANY STEEP SLOPES (3:1 OR GREATER) OR ANY EXISTING ROADWAYS RECEIVING PIPELINE

INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION CONTINUES.

10. THE SESC STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A

STONE PAD USING CLEAN CRUSHED ANGULAR STONE (ASTM C-33, SIZE NO. 2 OR 3) AT ALL

CONSTRUCTION DRIVEWAYS WHERE VEHICLES WILL ACCESS PAVED ROADWAYS FROM UNPAVED

AREAS OF THE SITE.

11. PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. AT THE TIME OF THE FINAL INSPECTION, YOU ARE REQUIRED TO PROVIDE CONFIRMATION THAT THE PROPER TYPE AND AMOUNT OF SEED, LIME AND FERTILIZER HAVE BEEN USED FOR PERMANENT STABILIZATION WORK. STRAW MULCH PROPERLY ANCHORED IN PLACE

IS REQUIRED ON ALL SEEDING IN ACCORDANCE TO THE SESC STANDARDS.

12. AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE

ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT

ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE

GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE

CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE

EMPLOYED.

N ACCORDANCE WITH THE SESC STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS,

ANY SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A

MINIMUM OF TWELVE (12) INCHES OF SOIL HAVING A PH OF 5 OR MORE PRIOR TO SEEDBED

PREPARATION. AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A

MINIMUM O TWENTY-FOUR (24) INCHES OF SOIL HAVING A PH OF 5 OR MORE.

14. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE DRAINAGE SYSTEM BECOMING OPERATIONAL. CONDUIT OUTLET PROTECTION IS NOT REQUIRED IN

BASINS ACTING AS SEDIMENT BASINS DURING CONSTRUCTION.

15. UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING METHODS USED

MUST BE IN ACCORDANCE WITH THE SESC STANDARD FOR DEWATERING.

16. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED, MULCH SHALL BE

APPLIED AND ANCHORED IN PLACE, OR OTHER DUST CONTROL METHOD SHALL BE EMPLOYED AS

REQUIRED BY THE SESC STANDARD FOR DUST CONTROL.

17. STOCKPILE AND STAGING LOCATIONS ESTABLISHED IN THE FIELD SHALL BE PLACED WITHIN THE LIMIT OF DISTURBANCE ACCORDING TO THE CERTIFIED PLAN. STAGING AND STOCKPILES NOT LOCATED WITHIN THE LIMIT OF DISTURBANCE WILL REQUIRE CERTIFICATION OF A REVISED SOIL EROSION AND SEDIMENT CONTROL PLAN. THE DISTRICT RESERVES THE RIGHT TO DETERMINE WHEN CERTIFICATION OF A NEW AND SEPARATE SOIL EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR

THESE ACTIVITIES.

18. ALL SOIL STOCKPILES ARE TO BE SURROUNDED WITH A SEDIMENT BARRIER AND STABILIZED IN

ACCORDANCE WITH THE SESC STANDARDS. STOCKPILES SHOULD BE SITUATED SO AS TO NOT

OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE.

19. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY

OCCUR BELOW STORMWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE

PROJECT.

STANDARD FOR DUST CONTROL

TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, REDUCE ON-SITE AND

OFF-SITE DAMAGE AND HEALTH AND IMPROVE TRAFFIC SAFETY.

IN ORDER TO CONTROL DUST AND SOIL BOWLING, THE CONTRACTOR SHALL (IN ACCORDANCE WITH THE OCEAN COUNTY SOIL CONSERVATION DISTRICT STANDARD SOIL EROSION AND SEDIMENT CONTROL NOTES ABOVE)

PERFORM THE FOLLOWING TASKS:

1. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR MORE THAN 30 DAYS SHALL BE SEEDED IN

ACCORDANCE WITH NOTE #6 ABOVE.

2. SUB-BASE SHALL BE INSTALLED WITHIN 15 DAYS FOLLOWING ROUGH GRADING OF PAVED AREAS.

3. WATER SHALL BE SPRAYED ON EXPOSED DIRT SURFACES TO KEEP THEM WET AS NECESSARY TO

PREVENT DUST FROM BLOWING.

THE FOLLOWING METHODS MAY ALSO BE UTILIZED AS NECESSARY TO CONTROL DUST BLOWING:

1. MULCHES - SEE MULCHING STANDARD

2. VEGETATIVE COVER - SEE TEMPORARY AND PERMANENT SEEDING MIXES AND SEED BED PREPARATION.

3. SPRINKLING - SPRAY WATER ON EXPOSED SURFACES UNTIL WET.

4. BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, HAY BALES AND

SIMILAR MATERIALS CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.

5. STONE - COVER SURFACES WITH CRUSHED STONE OR COURSE GRAVEL.

SEEDING SPECIFICATIONS:

PROPERTY IS LOCATED WITHIN THE USDA PLAN HARDINESS ZONE 6B.

1. SITE PREPARATION

a. GRADE AS NEEDED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING.

b. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SUBSOIL SHALL BE EVALUATED FOR

COMPACTION.

c. INSTALL ANY NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE

STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS AND

WATERWAYS.

d. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHOULD BE SCARIFIED 6” - 12” WHERE THERE HAS

BEEN SOIL COMPACTION.

2. SEEDBED PREPARATION

a. APPLY LIMESTONE AT A RATE OF 2 TONS PER ACRE UNLESS SOIL TESTING INDICATES OTHERWISE.

b. APPLY FERTILIZER AT A RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF

10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS SOIL TESTING INDICATES

OTHERWISE.

c. WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH

HARROW OR OTHER SUITABLE EQUIPMENT. CONTINUE TILLAGE UNTIL REASONABLE UNIFORM

SEEDBED IS PREPARED.

d. INSPECT SEEDBED JUST BEFORE SEEDING. IF SOIL IS COMPACTED, THE AREA MUST BE RE-TILLED IN

ACCORDANCE WITH ABOVE.

3. SEEDING

a. SELECT AN APPROVED MIXTURE BY THE OCEAN COUNTY SCD.

b. CONVENTIONAL SEEDING IS APPLIED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGE) SEEDER, DROP SEEDER, DRILL OR CULTI-PACKER SEEDER. EXCEPT FOR DRILLED, HYDRO-SEEDED OR CULTI-PACKED SEEDLINGS, SEED SHALL BE INCORPORATED INTO THE SOIL, TO A DEPTH OF ¼ INCH TO ½ INCH, BY RAKING OR DIGGING. DEPTH OF SEED PLACEMENT MAY BE ¼ INCH DEEPER ON COARSE TEXTURED

SOIL.

c. HYDRO-SEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK OR TRAILER MOUNTED TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT FIBER MULCH MAY BE APPLIED WITH A HYDRO-SEEDER FOLLOWING SEEDING. HYDRO-SEEDING MAY BE USED FOR AREAS TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC. IF HYDRO-SEEDING WILL BE UTILIZED, THE SEED RATE SHOULD BE INCREASED 25%.

d. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL

CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDING EMERGENCE.

4. MULCHING

MULCHING IS REQUIRED ON ALL SEEDING. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL

EROSION SHALL BE DEEMED COMPLIANCE WITH THE MULCHING REQUIREMENT.

a. UN-ROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, APPLIED AT A RATE OF 1-1/2 TO 2 TONS PER

ACRE EQUIVALENT TO 70 TO 90 POUNDS PER 1,000 SQUARE FEET. ANCHORING SHALL BE

ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT UTILIZING ONE OF THE FOLLOWING METHODS:

i.a. PEG AND TWINE - DRIVE 8 TO 10 INCH WOOD PEGS WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE

EVERY 4 FEET. SECURE MULCH TO SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A

CRISS-CROSS AND SQUARE PATTERN.

ii.b. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON OR PLASTIC NETTINGS TO THE SOIL SURFACE.

USE DEGRADABLE NETTING IN AREAS TO BE MOWED.

iii.c. CRIMPER - A TRACTOR-DRAWN IMPLEMENT DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL. STRAW RATE MUST BE 3 TONS PER ACRE.

iv.d. LIQUID MULCH-BINDER - APPLICATIONS SHOULD BE HEAVIER AT EDGES. AN ORGANIC AND

VEGETABLE BASED BINDER OR A SYNTHETIC BINDER MAY BE USED.

iv.e. WOOD-FIBER OR PAPER-FIBER MULCH SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER

CONTAINING NO GROWTH OR GERMINATION INHIBITED MATERIALS, USED AT A RATE OF 1,500

POUNDS PER ACRE AND MAY BE APPLIED BY A HYDRO-SEEDER. USE IS LIMITED TO FLATTER

SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.

iv.f. PELLETIZED MULCH IS COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT.

MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT A RATE OF 60-75 POUNDS PER

1,000 SQUARE FEET AND ACTIVATED WITH 0.2 TO 0.4 INCHES OF WATER.

TEMPORARY VEGETATIVE SEED MIX

COOL SEASON GRASSES

WARM SEASON GRASSES

* SEEDING RATE FOR WARM SEASON GRASS, SELECTIONS 5-7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE SEED (PLS) AS DETERMINED BY GERMINATION TEST RESULTS. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES.

** MAY BE PLANTED THROUGHOUT THE SUMMER IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED.

*** PLANT HARDINESS ZONE

**** TWICE THE DEPTH FOR SANDY SOILS

PERMANENT VEGETATIVE SEED MIX*****

COOL SEASON GRASSES

A = ACCEPTABLE PLANTING PERIOD

O = OPTIMAL PLANTING PERIOD

* SUMMER SEEDINGS SHOULD ONLY BE CONDUCTED WHEN THE SITE IS IRRIGATED.

** SEEDING MIXTURES AND/OR RATES NOT LISTED ABOVE MAY BE USED IF RECOMMENDED BY OCEAN COUNTY SOIL CONSERVATION DISTRICT.

*** SEEDING RATES SPECIFIED ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF

PERMANENT VEGETATION. UP TO 50% REDUCTION IN RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO A REPORT OF COMPLIANCE INSPECTION. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS

80% VEGETATION COVERAGE OF THE SEEDED AREA AND MOWED ONCE.

**** MAINTENANCE LEVEL:

A. INTENSIVE MOWING (2-4 DAYS), FERTILIZATION, LIME, PEST CONTROL AND IRRIGATION

B. FREQUENT MOWING (4-7 DAYS), OCCASIONAL FERTILIZATION, LIME AND WEED CONTROL.

C. PERIODIC MOWING (7-14 DAYS), OCCASIONAL FERTILIZATION AND LIME.

***** THE ACTUAL AMOUNT OF WARM-SEASON GRASS MIXTURE SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PLS AS DETERMINED BY

GERMINATION TESTING RESULTS.

TOPSOIL SPECIFICATIONS

1. MATERIALS

a. TOPSOIL SHOULD BE FRIABLE, LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS AND STONES AND CONTAIN NO TOXIC SUBSTANCE OR ADVERSE CHEMICAL OR PHYSICAL CONDITION THAT MAY BE HARMFUL TO PLANT GROWTH.

SOLUBLE LATS SHOULD NOT BE EXCESSIVE (CONDUCTIVITY LESS THAN 0.5 MILLIAMPS PER CENTIMETER). IMPORTED TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF 2.75 PERCENT. ORGANIC MATTER CONTENT MAY BE

RAISED BY ADDITIVES.

b. TOPSOIL SUBSTITUTES MAY BE UTILIZED ON SITES WITH INSUFFICIENT TOPSOIL FOR ESTABLISHING PERMANENT VEGETATION. ALL TOPSOIL SUBSTITUTE MATERIALS SHALL MEET THE REQUIREMENTS OF TOPSOIL NOTED ABOVE.

SOIL TEST SHALL BE PERFORMED TO DETERMINE THE COMPONENTS OF SAND, SILT, CLAY, ORGANIC MATTER, SOLUBLE SALTS, AND PH LEVEL.

2. STRIPPING AND STOCKPILING

a. FIELD EXPLORATION SHOULD BE MADE TO DETERMINE WHETHER QUANTITY AND QUALITY OF SURFACE SOIL

JUSTIFIES STRIPPING.

b. STRIPPING SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA.

c. WHERE FEASIBLE, LIME MAY BE APPLIED BEFORE STRIPPING AT A RATE DETERMINED BY SOIL TESTS TO BRING SOIL

PH TO APPROXIMATELY 6.5.

d. A 4 TO 6 INCH STRIPPING DEPTH IS COMMON, BUT WILL VARY DEPENDING ON THE PARTICULAR SOIL.

e. TOPSOIL STOCKPILES SHALL BE SITUATED AS TO NOT OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE

ENVIRONMENTAL DAMAGE.

f. TOPSOIL STOCKPILES SHALL BE VEGETATED IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. WEEDS

SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES.

3. SITE PREPARATION

a. GRADE ST THE ONSET OF OPTIMAL SEEDING PERIOD SO AS TO MINIMIZE THE DURATION AND AREA OF EXPOSURE OF

DISTURBED SOIL.

b. GRADE AS NEEDED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING.

c. LIMESTONE, IF NEEDED, SHOULD BE APPLIED TO BRING SOIL TO A PH OF APPROXIMATELY 6.5 AND INCORPORATE INTO

THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES.

d. INSTALL ANY NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION

STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS AND WATERWAYS.

4. APPLYING TOPSOIL

a. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL STRUCTURE.

b. A UNIFORM APPLICATION TO AN AVERAGE DEPTH OF 5 INCHES, MINIMUM OF 4 INCHES, FIRMED IN PLACE IS REQUIRED.

c. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT PERMANENT VEGETATIVE COVER BECOMES ESTABLISHED ON AT LEAST 80% OF THE SOILS TO BE STABILIZED WITH VEGETATION. FAILURE TO ACHIEVE THE MINIMUM COVERAGE

MAY REQUIRE ADDITIONAL WORK TO BE PERFORMED BY THE CONTRACTOR.

SOIL COMPACTION MITIGATION NOTES:

1. PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL AND

ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.

2. RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT

TO DISTRICT APPROVAL.

3. SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE 6"

MINIMUM DEPTH) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION.

TOPSOILING NOTES:

1. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL STRUCTURE.

2. A UNIFORM APPLICATION TO AN AVERAGE DEPTH OF 5" (MINIMUM 4") FIRMED IN PLACE IS REQUIRED.

3. PURSUANT TO THE REQUIREMENTS IN SECTION 7 OF THE STANDARD FOR PERMANENT VEGETATIVE STABILIZATION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE PERMANENT VEGETATIVE COVER BECOMES ESTABLISHED ON AT LEAST 80% OF THE SOILS TO BE STABILIZED WITH VEGETATION. FAILURE TO ACHIEVE THE MINIMUM COVERAGE MAY

REQUIRE ADDITIONAL WORK TO BE PERFORMED.

SOIL DE-COMPACTION AND TESTING REQUIREMENTS:

SOIL COMPACTION TESTING REQUIREMENTS:

1. SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0

INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.

2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLY

DENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN. SEE EXAMPLE SITE PLAN AT:

HTTP://WWW.NJ.GOV/AGRICULTURE/DIVISIONS/ANR/NRC/NJEROSION.HTML

3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THE PLAN SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE SOIL COMPACTION MITIGATION

VERIFICATION FORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT OR

HTTP://WWW.NJ.GOV/AGRICULTURE/DIVISIONS/ANR/NRC/NJEROSION.HTML. 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 AREA), OR (2) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHERE UPON ONLY THE EXCESSIVELY COMPACTED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMED

BY A TRAINED, LICENSED PROFESSIONAL.

COMPACTION TESTING METHODS:

A. PROBING WIRE TEST (SEE DETAIL).

B. HAND-HELD PENETROMETER (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

(SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF

CONSTRUCTION.

PROCEDURES FOR SOIL COMPACTION MITIGATION

PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOIL

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, ETC.). IN THE ALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE

SUBSTITUTED SUBJECT TO DISTRICT APPROVAL.

NOTE: SOIL SHOULD BE MOIST

BUT NOT SATURATED. DO NOT

TEST WHEN SOIL EXCESSIVELY

DRY OR SUBJECT TO FREEZING

TEMPERATURES. SLOW, STEADY

DOWNWARD PRESSURE USED

TO ADVANCE THE WIRE.

WIRE MAY BE RE-INSERTED

IF/WHEN AN OBSTRUCTION

(ROCK, ROOT, DEBRIS) IS

ENCOUNTERED

HOLD WIRE HERE

GAGE READING 300

PSI OR LESS AT 6"

WIRE MUST PENETRATE

A MINIMUM 6" WITHOUT

DEFORMATION

PROBING WIRE TEST - 15.5 GA STEEL WIRE (SURVEY FLAG)

HANDHELD SOIL PENETROMETER TEST

PENETROMETER MAY BE

RE-INSERTED IF/WHEN AN

OBSTRUCTION (ROCK, ROOT,

DEBRIS) IS ENCOUNTERED.

NOTE: SOIL SHOULD BE MOIST BUT

NOT SATURATED. DO NOT TEST

WHEN SOIL EXCESSIVELY DRY OR

SUBJECT TO FREEZING

TEMPERATURES. SLOW, STEADY

DOWNWARD PRESSURE USED TO

ADVANCE THE PROBE. PROBE MUST

PENETRATE ATLEAST 6" WITH LESS

THAN 300 PSI READING ON THE GAGE.

USE CORRECT

SIZE TIP FOR SOIL

TYPE

AutoCAD SHX Text

MSLB 20-1008

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09 NOV 23

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13. IN ACCORDANCE WITH THE SESC STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, IN ACCORDANCE WITH THE SESC STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS, AutoCAD SHX Text

SEED SELECTION

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SEEDING RATE (POUNDS)*

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OPTIMUM SEEDING DATE** BASED ON PLANT HARDINESS ZONE***

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OPTIMUM SEED DEPTH (INCHES)****

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PER ACRE

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PER 1000 SQ. FT.

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ZONE 5B, 6A

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ZONE 6B

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ZONE 7A, 7B

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PERENNIAL RYEGRASS

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SPRING OATS

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AutoCAD SHX Text 3/15-6/1 8/1-9/15

AutoCAD SHX Text 3/1-5/15 8/15-10/1

AutoCAD SHX Text 2/15-5/1 8/15-10/15

AutoCAD SHX Text 1.0

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WINTER BARLEY

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AutoCAD SHX Text 2.2

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AutoCAD SHX Text 8/15-10/1

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ANNUAL RYEGRASS

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WINTER CEREAL RYE

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AutoCAD SHX Text 2.8

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PEARL MILLET

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MILLET (GERMAN OR HUNGARIAN)

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SEED MIXTURE **

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SEEDING RATE (POUNDS)***

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SEEDING DATE BASED ON PLANT HARDINESS ZONE

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MAINTENANCE LEVEL****

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REMARK

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PER ACRE

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PER 1000 SQ. FT.

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ZONE 5B, 6A

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ZONE 6B

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ZONE 7A, 7B

AutoCAD SHX Text 3/15- 5/31

AutoCAD SHX Text 6/1 - 7/31

AutoCAD SHX Text 8/1 - 10/1

AutoCAD SHX Text 3/1 - 4/30

AutoCAD SHX Text 5/1 - 8/14

AutoCAD SHX Text 8/15- 10/1

AutoCAD SHX Text 2/1 - 4/30

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HARD FESCUS AND/OR CHEWING FESCUS AND/OR STRONG CREEPING RED FESCUS

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GENERAL LAWN/RESTORATION

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PERENNIAL RYEGRASS

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AutoCAD SHX Text O

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GENERAL LAWN/RESTORATION

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KY. BLUEGRASS (BLEND)

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GENERAL LAWN/RESTORATION

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6" MIN. VISIBLE MARK ON WIRE AT DEPTH

6" MIN. VISIBLE MARK ON SHAFT AT DEPTH

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100% CONSTRUCTION DOCUMENTS

S O

R O

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D E

T A

C-7

FLOW

TOE OF SLOPE GEOTEXTILE

(SPACING 8'-0" C TO C)

2" x 2" FENCE POST

(3'-0" WIDE)

6" x 6" TRENCH

FLOW

POSTS

SECTION B

SECTION A

DIRECTION OF RUNOFF

GAUGE

FASTENERS FOR WOOD POSTS

CROWN LEGS STAPLES/POST

WIDE LONG

LENGTH

FASTENER PLACEMENT

WOOD POST

WITH BATTEN

SCREW

PLACEMENT

1" X 3" BATTEN

GROUND GROUND

WOOD POST

WITH STAPLE

PLACEMENT

FLOW

HAYBALE

4" VERTICAL FACE

TWO 2" x 2" STAKES DRIVEN

11/2' TO 2' INTO GROUND

6'`

DESIRABLE FILL SLOPE

6'`

DESIRABLE

FLOW

EXISTING GROUND

BALES TO BUTT

TOGETHER

TWO 2" x 2" x 3'

STAKES EACH BALE

EXISTING GROUND

PUBLIC

R.O.W.

100' OR GREATER

AS REQUIRED

PUBLIC

R.O.W.

100' OR GREATER

AS REQUIRED

EXISTING

GROUND

DRIVE POST PLUMB

OR SLIGHTLY UPHILL

DRIVE BOTH POSTS

ABOUT 10 INCHES

INTO THE GROUND

AND BURY FLAP.

ANCHOR EACH BALE WITH TWO

2" x 2" x 3' STAKES DRIVEN

11/2' TO 2' INTO THE GROUND

STAPLE 6" SPACING

VERTICALLY

STAPLE 6" SPACING

VERTICALLY

12" MIN.

ELEVATION

6"6"

6" 6"

GEOTEXTILE

BURY 1'-0"

PLAN

GEOTEXTILE FILTER FABRIC

POST-PLUMB

OR SLIGHTLY

UPHILL

25' RADIUS

OR GREATER

AS REQUIRED

25' RADIUS

OR GREATER

AS REQUIRED

15 GAUGE WELDED

STEEL WIRE MESH,

4" SQUARE OPENINGS

WIRE

FABRIC

SCREWS 2 " 2" 6 MIN.

PHILLIPS

HEADS SCREW/POST

2'-0"

POST

GEOTEXTILE

BATTEN

FLOW

GEOTEXTILE

(4'-0" WIDE)

6" x 6" TRENCH

CONSTRUCTION AREA

3'-0"

MIN.

4'-0"C TO C

ROTATE BOTH POSTS AT LEAST

360 DEGREES IN A CLOCKWISE

DIRECTION TO CREATE A TIGHT

SEAL WITH THE GEOTEXTILE.

PLACE THE END POST OF THE

SECOND FENCE INSIDE THE END

POST OF THE FIRST FENCE.

WIRE STAPLES 17 MIN. 3/4" 1/2" 5 MIN.

4" x 4" WOOD, OR 2" DIA.

GALVANIZED CHAIN-LINK

FENCE POST.

BAG DETAILINSTALLATION DETAIL

INLET FILTER

BAG

DUMP STRAPS

INSERT 1" REBAR

FOR REMOVAL OF

BAG FROM INLET

LUMBER

WIDTH=W

INLET

GRATE

LENGTH=L

CURB OPENING

DEPTH=D

LUMBER

PROVIDE FOR FLOOD

OVERFLOW

DUMP STRAP (TYP.)

INSERT 1" REBAR

FOR REMOVAL OF

BAG FROM INLET

DUMP

STRAPS

(2 EACH)

EXPANSION

RESTRAINT

(1/4" NYLON ROPE,

2" FLAT WASHERS)

LIQUID DRAINING FROM

STOCKPILED MATERIAL

AND RAINWATER TO BE

REMOVED WITHIN 8 HOURS

OF ACCUMULATION

PLASTIC SHEETING

6 MIL. MIN. MAXIMUM HEIGHT 15'-0"

EXISTING GROUND

SURFACE

HAYBALE OR SILT FENCE HAYBALE OR SILT FENCE

PROPOSED REGULATED

MATERIAL OR ACID PRODUCING

SOIL STOCKPILE

MAXIMUM SIDE

SLOPE 1V:2H

STOCKPILE REGULATED

MATERIAL BEFORE

OFF-SITE DISPOSAL OR

ON-SITE REUSE

NOTES:

1. SECURELY FASTEN GEOTEXTILE TO FENCE POST BY USE OF WIRE TIES,

HOG RINGS, STAPLES OR POCKETS. FOUR TO SIX FASTENERS PER POST.

2. BURY BOTTOM 1'-0" OF GEOTEXTILE AND TAMP IN PLACE.

3. SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A

POST BY WRAPPING EACH END OF THE GEOTEXTILE AROUND THE POST

TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE. SPLICING OF

INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.

4. SET SILT FENCE WITHIN PROJECT LIMITS. 10'-0" IS DESIRABLE.

NOTES:

1. SECURELY FASTEN GEOTEXTILE TO WIRE FABRIC BY USE OF WIRE TIES OR HOG RINGS,

THEN SANDWICH BETWEEN A 1" x 3" x 3' BATTEN AND THE POSTS PLACING SCREWS, OR

APPROVED FASTENERS, AT 6 INCH INTERVALS STARTING 3 INCHES FROM TOP.

2. BURY FENCE POST 2'-0" BELOW GROUND.

3. BURY BOTTOM 1 FOOT OF GEOTEXTILE AS PER SILT FENCE AND TAMP IN PLACE.

4. SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A COMMON POST BY

WRAPPING EACH END OF THE GEOTEXTILE AROUND A BATTEN TWICE AND ATTACHING

THE BATTEN TO POST WITH SCREWS AT 6 INCH INTERVALS STARTING 3 INCHES FROM

THE TOP. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.

5. BURY 6" OF WIRE FABRIC IN TIDAL AREAS.

NOTE:

EMBED BALES 4 INCHES TO 6 INCHES AND ANGLE FIRST

STAKE TOWARD PREVIOUSLY LAID BALE.

NOTE:

TO BE USED WHERE THE EXISTING GROUND SLOPES AWAY FROM

THE HIGHWAY EMBANKMENT AS CALLED FOR ON PLANS.

PROVIDED DRAWSTRING

FOR ADDED STRENGTH

PROVIDE STONE SIZED 1.5" TO 4"

SCALE =

SILT FENCE

NONE1 SCALE =

ATTACHING TWO SILT

FENCES

NONE2

SCALE =

HEAVY DUTY SILT

FENCE

NONE3

SCALE =

SILT FENCE FASTENER

REQUIREMENTS

NONE4

SCALE =

TEMPORARY

STOCKPILING OF

REGULATED MATERIAL

OR ACID PRODUCING

SOIL

NONE6

SCALE =

INLET PROTECTION

NONE9

SCALE =

STABILIZED

CONSTRUCTION

DRIVEWAY

NONE8

SCALE =

EMBEDDING DETAIL

NONE7

SCALE =

HAYBALES

NONE5

GENERAL NOTE:

1. THESE EROSION PREVENTION AND SEDIMENT CONTROL DETAILS ARE PART OF THE

STORMWATER POLLUTION PREVENTION PLAN (SWPP). THE CONTRACTOR SHALL

SUBMIT THIS PLAN, ALONG WITH SHEETS C1.40 AND C5.08 AND SWPP DOCUMENTS

TO THE BURLINGTON SOIL CONSERVATION DISTRICT, AND IF REQUIRED SEALED BY

A NEW JERSEY PE, PRIOR TO STARTING ANY WORK. THE CONTRACTOR IS

RESPONSIBLE FOR PAYING THE APPLICATION AND OTHER FEES ASSOCIATED WITH

FILING THESE PLANS AND DOCUMENTS.

SCALE =

SEDIMENT CONTROL

BAG FOR

DEWATERING

NONE10

NOTE: BAG MUST BE

LOCATED AWAY FROM

RECEIVING WATERS AND/OR

CONSTRUCTION ACTIVITIES

BAG MAY BE SURROUNDED

BY STAKED HAY BALES AND

FILTER FABRIC TO ENHANCE

SEDIMENT CAPTURE

PUMP DISCHARGE

BAGS MUST BE DISPOSED OF ACCORDING

TO MANUFACTURE'S INSTRUCTIONS.

BAGS MAY NOT BE REUSED.

SEDIMENT

CONTROL BAG PUMP

EXCAVATION AREA

FILTERED

WATER FLOW

CVBXB

9 11

AutoCAD SHX Text

MSLB 20-1008

AutoCAD SHX Text

09 NOV 23

AutoCAD SHX Text 6"

AutoCAD SHX Text

2'-0" (MIN.)

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 15'

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MAX. 10'-0"

AutoCAD SHX Text

DESIREABLE

NOTE: PROVIDE TRANSITION BETWEEN THE STABILIZED CONSTRUCTION ENTRANCE AND THE PUBLIC RIGHT OF WAY.

20'TYP.

TYP.8'TYP. 11'TYP.

TYP.

8'TYP. 5'

TYP.

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100% CONSTRUCTION DOCUMENTS

C-8

STABILIZED CONSTRUCTION

ENTRANCE

LIMIT OF WORK AREA

EXISTING FIRE

DEPARTMENT

BUILDING #687

PROVIDE TEMPORARY MATERIAL STOCKPILE

PROTECTED WITH HAY BALES. THERE WILL BE

NO TOPSOIL PRODUCED FROM THE PROJECT

AREA. NO SECOND STOCKPILE REQUIRED

AutoCAD SHX Text

HELIUM

AutoCAD SHX Text

HELIUM

AutoCAD SHX Text

TELE

AutoCAD SHX Text

TELE

AutoCAD SHX Text

TELE

AutoCAD SHX Text

HELIUM

AutoCAD SHX Text

MSLB 20-1008

AutoCAD SHX Text

09 NOV 23

AutoCAD SHX Text NOTES: 1. THESE EROSION PREVENTION AND SEDIMENT CONTROL DETAILS ARE PART OF THE THESE EROSION PREVENTION AND SEDIMENT CONTROL DETAILS ARE PART OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL SUBMIT THIS PLAN TO THE OCEAN COUNTRY SOIL CONSERVATION DISTRICT, AND IF REQUIRED SEALED BY A NEW JERSEY PE, PRIOR TO STARTING ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR PAYING THE APPLICATION AND OTHER FEES ASSOCIATED WITH FILING THESE PLANS AND DOCUMENTS. 2. TOTAL LIMIT OF WORK AREA: 13,075 SF TOTAL LIMIT OF WORK AREA: 13,075 SF 3. TOTAL LIMIT OF DISTURBANCE: 10,000 SFTOTAL LIMIT OF DISTURBANCE: 10,000 SF

AutoCAD SHX Text LEGEND HAY BALE SILT FENCE/STRAW WATTLE LIMIT OF WORK AREA SOIL STOCKPILE STABILIZED CONSTRUCTION ACCESS INLET PROTECTION

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

9'TYP.

20'TYP.

TYP.8'TYP. 11'TYP.

TYP.

8'TYP. 5'

TYP.

D ra w in g co de

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C-9

STABILIZED CONSTRUCTION

ENTRANCE

LIMIT OF WORK AREA

EXISTING FIRE

DEPARTMENT

BUILDING #687

PROVIDE TEMPORARY MATERIAL STOCKPILE

PROTECTED WITH HAY BALES. THERE WILL BE

NO TOPSOIL PRODUCED FROM THE PROJECT

AREA. NO SECOND STOCKPILE REQUIRED

AutoCAD SHX Text

HELIUM

AutoCAD SHX Text

HELIUM

AutoCAD SHX Text

TELE

AutoCAD SHX Text

HELIUM

AutoCAD SHX Text

MSLB 20-1008

AutoCAD SHX Text

09 NOV 23

AutoCAD SHX Text LEGEND HAY BALE SILT FENCE/STRAW WATTLE LIMIT OF WORK AREA SOIL STOCKPILE STABILIZED CONSTRUCTION ACCESS INLET PROTECTION

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

Sheets and Views

T-1

3 C-1 EXISTING CONDITIONS.pdf

Sheets and Views

C-1 EXISTING CONDITIONS

4 C-2 SITE PLAN.pdf

Sheets and Views

C-2 SITE PLAN

5 C-3 EXISTING CONDITIONS FR.pdf

Sheets and Views

C-3 EXISTING CONDITIONS FR

6 C-4 SITE PLAN FR.pdf

Sheets and Views

C-4 SITE PLAN FR

7 C-5 TRAFFIC.pdf

Sheets and Views

C-5 TRAFFIC

8 SESC NOTES C-6.pdf

Sheets and Views

SESC NOTES C-6

9 SESC DETAILS C-7.pdf

Sheets and Views

SESC DETAILS C-7

10 C-8 SESC PLAN.pdf

Sheets and Views

C-8 SESC PLAN

11 C-9 SESC PLAN.pdf

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