building demolition, site remediation and … part\ഠof mobilization, the contractor shall...

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SITE LOCATION LOCATION MAP - COVER SHEET 1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2 EXISTING CONDITIONS SURVEY 3 UPLAND AREAS - SITE PREPARATION PLAN 4 UPLAND AREAS - DEMOLITION PLAN 5 UPLAND AREAS - REMEDIATION PLAN 6 WATER AREAS - SITE PREPARATION PLAN 7 WATER AREAS - REMEDIATION PLAN 8 SITE RESTORATION PLAN 9 SEDIMENT CONTROL DETAILS 10 DETAILS I 11 DETAILS II LIST OF DRAWINGS DWG. NO. TITLE SITE NO. 336071 GLENMERE LAKE PROPERTY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TOWN OF CHESTER, ORANGE COUNTY, NEW YORK JUNE 2017 BUILDING DEMOLITION, SITE REMEDIATION AND SITE RESTORATION GENERAL CONSTRUCTION CONTRACT NO. D010013 F:\3150\Dwg\05C\3150-COVER.dwg, COVER, 6/12/2017 11:08:37 AM, DBCadd

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Page 1: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

SITE LOCATIONSITE LOCATION

LOCATION MAP

- COVER SHEET1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS2 EXISTING CONDITIONS SURVEY3 UPLAND AREAS - SITE PREPARATION PLAN4 UPLAND AREAS - DEMOLITION PLAN 5 UPLAND AREAS - REMEDIATION PLAN6 WATER AREAS - SITE PREPARATION PLAN7 WATER AREAS - REMEDIATION PLAN8 SITE RESTORATION PLAN9 SEDIMENT CONTROL DETAILS10 DETAILS I11 DETAILS II

LIST OF DRAWINGS

DWG. NO. TITLE

SITE NO. 336071

GLENMERE LAKE PROPERTY

NEW YORK STATE DEPARTMENT OFENVIRONMENTAL CONSERVATION

TOWN OF CHESTER, ORANGE COUNTY, NEW YORK

JUNE 2017

BUILDING DEMOLITION, SITE REMEDIATIONAND SITE RESTORATION

GENERAL CONSTRUCTION CONTRACT NO. D010013

F:\3

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2017

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Page 2: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

ABBREVIATIONS SYMBOLS

GENERAL NOTES

1

GENERAL NOTES

SYMBOLS AND ABBREVIATIONS

CONTRACT NO. D010013

AS NOTED

SCHEDULE NOTES

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

F:\3150\D

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\3150-G

01.dw

g, 1, 6/19/2017 10:50:19 A

M, D

BC

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1. THE "DEPARTMENT" OR "NYSDEC" SHALL BE DEFINED AS THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 2. THE CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH ANY MUNICIPALITY, UTILITY, OR PROPERTY OWNER/TENANT HAVING JURISDICTION WITHIN THE LIMITS OF THIS PROJECT, WHERE NECESSARY. 3. ANY UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY AND HAVE BEEN OBTAINED FROM AVAILABLE SOURCES. THE EXISTENCE AND LOCATION OF ANY UTILITIES INDICATED ON THE PLANS ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING ANY WORK. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY NO LATER THAN 48 HOURS PRIOR TO ANY EXCAVATION THAT MAY AFFECT THAT UTILITY. EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES SHALL BE DUG BY HAND. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 4. AS PART OF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS OF THE UTILITIES INVOLVED. 5. BACKFILL AT ANY EXCAVATIONS SHALL BE PLACED IN 12" (MAX) LIFTS AND SHALL ACHIEVE A COMPACTION NOT LESS THAN 95 PERCENT OF STANDARD PROCTOR MAXIMUM DENSITY. THE DEPARTMENT RESERVES THE RIGHT TO REQUIRE THAT FIELD TESTS BE PERFORMED BY AN APPROVED LABORATORY TO ASSURE THIS COMPACTION RATE AT VARYING DEPTHS. THE CONTRACTOR SHALL HAVE THE APPROVED LABORATORY REPRESENTATIVE ON-SITE WHEN DIRECTED. THE CONTRACTOR SHALL BEAR ALL COSTS FOR TESTING AND ANY DELAYS THAT RESULT FROM SUCH TESTING. 6. EXCAVATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH ALL NEW YORK STATE AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS, AND OTHER AUTHORITIES HAVING JURISDICTION. 7. THE BURNING OF ANY MATERIALS WITHIN THE CONTRACT LIMITS WILL NOT BE PERMITTED. 8. ALL EXISTING SIGNS IN THE CONTRACT AREA ARE TO REMAIN INTACT. SIGNS DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY SIGNS THAT REQUIRE RESETTING SHALL BE PLACED IN A FINAL POSITION DETERMINED BY THE DEPARTMENT. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR SIGNS DAMAGED BY HIS/HER OPERATIONS. 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT AND THE ENGINEER A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO THE START OF CONSTRUCTION. IN ADDITION, IF WORK SHOULD BE STOPPED AND RESTARTED FOR ANY REASON, THE CONTRACTOR SHALL GIVE THE DEPARTMENT A MINIMUM SEVENTY-TWO (72) HOURS NOTICE. 10. THE CONTRACTOR SHALL PERFORM DAILY CLEANUP OPERATIONS WHICH INCLUDE SWEEPING OF THE ROADWAYS, REMOVAL OF DEBRIS (CUPS, PAPER BAGS, CANS, ETC.), REMOVAL OF EXCESS CONSTRUCTION MATERIALS, ETC., ALL TO THE SATISFACTION OF THE ENGINEER. 11. THE CONTRACTOR SHALL COMPLY WITH THE SUBSTANTIVE REQUIREMENTS OF ALL APPLICABLE PERMITS AS REQUIRED BY ANY PERMITTING AGENCY. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH OPERATING IN ACCORDANCE WITH THESE REQUIREMENTS. 12. ALL FIELD TRAILERS, AND STOCKPILE AND MATERIAL STORAGE LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF WORK. 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN TRAFFIC ON ALL ROADWAYS WHERE WORK IS IN PROGRESS. ALL ROADWAYS SHALL REMAIN OPEN AND ACCESSIBLE TO ALL, EXCEPT AS OTHERWISE SPECIFIED OR APPROVED. 14. AS PART OF SUBSTANTIAL COMPLETION OF THE PROJECT, ALL STORM DRAINS SHALL BE CLEANED AND INSPECTED. 15. WORK AT THE SITE SHALL BE CONDUCTED IN THE WORK TIME FRAMES SPECIFIED IN THE CONTRACT DOCUMENTS. SITE PREPARATION, DEMOLITION AND REMEDIATION WORK IN THE UPLAND AREAS SHALL BE PERFORMED BETWEEN JUNE 1 AND AUGUST 15. SITE PREPARATION AND REMEDIATION WORK IN THE WATER AREAS SHALL BE PERFORMED BETWEEN DECEMBER 1 AND MARCH 15. 16. DUE TO THE ALLOWABLE WORK WINDOWS FOR THIS PROJECT, THERE MAY BE PERIODS OF TIME WHEN NO WORK IS BEING COMPLETED AT THE SITE. ANY TIME THE CONTRACTOR WILL NOT BE WORKING AT THE SITE FOR 30 CONSECUTIVE CALENDAR DAYS OR MORE, THE CONTRACTOR SHALL FORMALLY SHUT DOWN WORK ACTIVITIES AND SECURE THE SITE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TECHNICAL SPECIFICATIONS. 17. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE FACT THAT THE AREA OF WORK IS A HABITAT FOR A NEW YORK STATE ENDANGERED SPECIES, SPECIFICALLY, THE NORTHERN CRICKET FROG. AS A RESULT, SPECIAL REQUIREMENTS HAVE BEEN INCORPORATED INTO THIS CONTRACT TO PROTECT THE NORTHERN CRICKET FROG AND ITS HABITAT. A. PRIOR TO INSTALLATION OF THE FROG EXCLUSION ZONE DRIFT FENCE, THE QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL BE PERMITTED AN INITIAL (3) DAY SWEEP PRIOR TO INSTALLATION OF THE FROG EXCLUSION ZONE DRIFT FENCE, THE QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL BE PERMITTED AN INITIAL (3) DAY SWEEP TO CAPTURE AND RELEASE ANY WILDLIFE, SPECIFICALLY NORTHERN CRICKET FROGS, TO A SUITABLE HABITAT 300-500-FEET AWAY FROM THE FROG EXCLUSION ZONE DRIFT FENCE. FOLLOWING THE CONTRACTOR'S ERECTION OF THE FROG EXCLUSION ZONE DRIFT FENCE, THE QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL BE PERMITTED TWO (2) DAYS TO CLEAR FROGS FROM THE AREA OF WORK. THE QUALIFIED BIOLOGIST/HERPETOLOGIST WILL INSPECT THE FROG EXCLUSION ZONE DRIFT FENCE AND THE CONTRACTOR SHALL MAKE ANY NECESSARY ADJUSTMENTS OR REPAIRS TO THE FENCE DETERMINED NECESSARY BY THE QUALIFIED BIOLOGIST/HERPETOLOGIST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH AND ABIDING BY THE QUALIFIED BIOLOGIST/HERPETOLOGIST'S RECOMMENDATIONS FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL NOT CLAIM ANY DELAYS RESULTING FROM THE QUALIFIED BIOLOGIST/HERPETOLOGIST PERFORMING ITS WORK. THE INTENT OF THESE PRECAUTIONS AND THE CONTRACTOR'S DILIGENCE IS TO CAUSE NO HARM TO THE NORTHERN CRICKET FROG. THE QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL IMPLEMENT AND MAINTAIN THE ENCOUNTER AND EDUCATION PLAN DEVELOPED FOR THE PROJECT. B. SPECIFIC DUTIES OF THE PROPOSED QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL BE; CONTRACTOR EDUCATION ON SPECIES AWARENESS AND CONSTRUCTION SPECIFIC DUTIES OF THE PROPOSED QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL BE; CONTRACTOR EDUCATION ON SPECIES AWARENESS AND CONSTRUCTION ENCOUNTER PLAN, SURVEYING WORKSPACE FOR SPECIES, SAFELY CAPTURING AND MOVING INDIVIDUAL ANIMALS A SAFE DISTANCE FROM WORKSPACE, DOCUMENTING AND REPORTING ALL SPECIES ACTIVITY ON-SITE, FOLLOWING ALL NYSDEC BIO SAFETY PROTOCOLS, INSPECTION OF EXCLUSION FENCING, IMPLEMENTATION OF ENCOUNTER PLAN, OVERSEEING EXCLUSION FENCE INSTALLATION DURING THE ACTIVE SEASON, SWEEPING AREAS WITHIN FENCE FOLLOWING COMPLETION OF INSTALLATION OF FENCING. IN ADDITION, ANY GROUND DISTURBANCE WORK OUTSIDE OF THE FENCE DURING THE ACTIVE SEASON WILL ALSO NEED TO HAVE A QUALIFIED BIOLOGIST/HERPETOLOGIST PRESENT. C. THE INSTALLATION OF THE FROG EXCLUSION ZONE DRIFT FENCE WILL BE COMPLETED WITHIN THE APPROPRIATE WORK TIMEFRAMES AND SHALL BE INSTALLED TO THE INSTALLATION OF THE FROG EXCLUSION ZONE DRIFT FENCE WILL BE COMPLETED WITHIN THE APPROPRIATE WORK TIMEFRAMES AND SHALL BE INSTALLED TO THE SATISFACTION OF THE QUALIFIED BIOLOGIST/HERPETOLOGIST PRIOR TO THE START OF WORK IN EACH AREA; HOWEVER, IT SHOULD BE NOTED THAT ALL WORK WITH HEAVY EQUIPMENT OUTSIDE OF THE FROG EXCLUSION ZONE DRIFT FENCES AND OUTSIDE OF THE TIME-OF-YEAR RESTRICTIONS SHALL BE MONITORED BY A QUALIFIED BIOLOGIST/HERPETOLOGIST. 18. THE CONTRACTOR SHALL REFERENCE EXHIBIT A OF SECTION 01010 OF THE SUPPLEMENTARY SPECIFICATIONS AS AN ENCOUNTER AND EDUCATION PLAN THROUGHOUT THE DURATION OF ALL WORK ACTIVITIES.
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STREAM/DITCH ~C (CENTERLINE)
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TREE LINE
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PROPERTY LINE
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CATCH BASIN FIELD INLET
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LIMITS OF EXCAVATION
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LIMITS OF CONTRACT
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X
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X
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X
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C/S
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C/S
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00
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00
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00
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CONTRACTOR'S TEMPORARY STAGING AREA
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SECTION NO./ DETAIL LETTER
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UTILITY POLE
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EXISTING CHAIN LINK FENCE
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80
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X 78.5
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80
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PZ-1
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+ 78.5
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GRAVEL ACCESS ROAD/PARKING AREA
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EXISTING PIEZOMETER
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EXISTING ELEVATION CONTOUR
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EXISTING SPOT ELEVATION
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PROPOSED ELEVATION CONTOUR
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PROPOSED SPOT ELEVATION
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SECTION / DETAIL IS TAKEN
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DRAWING NO. ON WHICH
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SECTION / DETAIL IS SHOWN
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DRAWING NO. ON WHICH
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HIGH POINT
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GALVANIZED STEEL
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INTERIOR
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POUNDS
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INFLUENT
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INVERT ELEVATION
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LINEAR FEET
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LIBER/LENGTH
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INSIDE DIAMETER
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GS
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GC
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H.P.
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HDPE
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INF
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INT
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LF
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LBS, #
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L
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INV. EL./I.E.
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ID
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GENERAL CONTRACTOR
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HIGH DENSITY POLYETHYLENE
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MAXIMUM
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MINIMUM
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MANHOLE
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MANUFACTURER
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LOW POINT
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NATIONAL SCIENCE FOUNDATION
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OPENING
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OUTER DIAMETER
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NEW YORK STATE
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NOW OR FORMERLY
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LP
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MAX
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MFTR
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MH
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MIN
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NYS
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NSF
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N/F
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OPNG
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OD
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RECIRCULATION
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REQUIRED
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POUNDS PER SQUARE INCH
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SCHEDULE
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RIGHT OF WAY
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PVC
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PSI
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RCP
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REC
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REQ'D
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REINF
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ROW
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SDR
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SCH
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STANDARD DIMENSION RATIO
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POLYVINYL CHLORIDE PIPE
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REINFORCE, REINFORCING
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PLATE/PROPERTY LINE
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REINFORCED CONCRETE PIPE
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ADDITIONAL
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AT
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AND
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ALUMINUM
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BEAM
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BUILDING
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CATCH BASIN
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CLEARANCE
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CAST IRON
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BOTTOM
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CONSTRUCTION JOINT
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ABOVE FINISHED FLOOR
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AFF
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ADD'L
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@
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&
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ALUM
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BLDG.
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BM
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CB
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C.I.
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CL.
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CJ
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B, BOT
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CENTERLINE
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CORRUGATED METAL PIPE
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CONNECTION
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CONCRETE
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COLUMN
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DRAIN
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COPPER
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DISCHARGE
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DETAIL
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CONCRETE MASONRY UNIT
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DUCTILE IRON/D.I. PIPE
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CONTINUE, CONTINUOUS
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DRAWING(S)
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DOWELS
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EACH
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EACH END
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EXISTING
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EACH FACE
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EQUAL
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ELEVATION
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EQUIPMENT
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ETCETERA
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EACH SIDE
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DIAMETER
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L
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C
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CMP
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CMU
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COL
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CONN
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CONC
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CU
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D
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CONT
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DIS
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D.I./D.I.P.
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DET
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DWLS
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DWG(S)
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EA
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EE
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EXIST.
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EF
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EQ
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EL, ELEV
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ETC
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ES
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EQUIP
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DIA./%%C
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SQUARE
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SUCTION
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STRUCTURAL
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STANDARD
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SQUARE FEET
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STAINLESS STEEL
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TOP
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TYPICAL
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TOP OF STEEL
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TOP OF WALL
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TOP AND BOTTOM
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SQ. FT.
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SQ.
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SUC
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STD
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STRUCT
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STN. STL./S.S.
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TOS
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T&B
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T
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TYP
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TOW
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WITH
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WELDED WIRE FABRIC
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VERTICAL
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WATER SERVICE
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W/
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VERT, V
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WS
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WWF
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EXPANSION
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EACH WAY
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FOUNDATION
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EXTERIOR
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FLOOR
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FOOTING
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GALVANIZED
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FINISHED FLOOR
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EXPANSION JOINT
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FIBERGLASS REINFORCED PLASTIC
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FURNISHED BY OTHERS
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EW
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EJ
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EXP
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EXT
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FBO
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FND
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FL
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FRP
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FTG
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GALV
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F.F./FIN. FL.
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SPECS
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SPECIFICATIONS
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STABILIZED CONSTRUCTION ENTRANCE
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OE
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OVERHEAD ELECTRIC
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ABOVE MEAN SEA LEVEL
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AMSL
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UG
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UNDERGROUND
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FACULTATIVE UPLAND
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FACULTATIVE WETLAND
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FACULTATIVE
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FACU
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FACW
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FAC
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NYSDOT
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NEW YORK STATE DEPARTMENT OF TRANSPORTATION
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TOPSOIL/SEED
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FIN.
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FINISHED
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BP
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BASE PLATE
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IJ
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ISOLATION JOINT
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MO
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MASONRY OPENING
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NO/#
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NUMBER
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NTS
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NOT TO SCALE
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OC
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ON CENTER
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PRESS.
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PRESSURE
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OVR
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OVERFLOW
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RADIUS
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R
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WETLAND RESTORATION AREA - ZONE A
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FROG EXCLUSION ZONE DRIFT FENCE
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TURBIDITY CURTAIN
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ASPHALT PAVEMENT
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LAKE BOTTOM - FILL ONLY AREA
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INLAND BOUNDARY OF WETLANDS
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EXTENT OF DEMOLITION AND REMOVAL
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DUE TO THE PRESENCE OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION TO THE PRESENCE OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION TO THE PRESENCE OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE PRESENCE OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE PRESENCE OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION PRESENCE OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION PRESENCE OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION OF THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION NORTHERN CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION CRICKET FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION FROG ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION ON THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION PROPERTY, THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION THE DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION DEPARTMENT HAS STIPULATED THAT THE UPLAND REMEDIATION HAS STIPULATED THAT THE UPLAND REMEDIATION HAS STIPULATED THAT THE UPLAND REMEDIATION STIPULATED THAT THE UPLAND REMEDIATION STIPULATED THAT THE UPLAND REMEDIATION THAT THE UPLAND REMEDIATION THAT THE UPLAND REMEDIATION THE UPLAND REMEDIATION THE UPLAND REMEDIATION UPLAND REMEDIATION UPLAND REMEDIATION REMEDIATION REMEDIATION MUST TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN PLACE BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN PLACE BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN 1 AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN AND AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN AUGUST 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN 15 AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN AND THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN THAT THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN THE REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN REMEDIATION IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN IN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN THE WETLANDS AND LAKE MUST TAKE PLACE BETWEEN WETLANDS AND LAKE MUST TAKE PLACE BETWEEN WETLANDS AND LAKE MUST TAKE PLACE BETWEEN AND LAKE MUST TAKE PLACE BETWEEN AND LAKE MUST TAKE PLACE BETWEEN LAKE MUST TAKE PLACE BETWEEN LAKE MUST TAKE PLACE BETWEEN MUST TAKE PLACE BETWEEN MUST TAKE PLACE BETWEEN TAKE PLACE BETWEEN TAKE PLACE BETWEEN PLACE BETWEEN PLACE BETWEEN BETWEEN BETWEEN DECEMBER 1 AND MARCH 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION 1 AND MARCH 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION 1 AND MARCH 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION AND MARCH 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION AND MARCH 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION MARCH 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION MARCH 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION 15. RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION RESTORATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION WORK MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION MAY TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION TAKE PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION PLACE OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION OUTSIDE OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION OF THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION THESE TIMEFRAMES, PENDING APPROVAL AND COORDINATION TIMEFRAMES, PENDING APPROVAL AND COORDINATION TIMEFRAMES, PENDING APPROVAL AND COORDINATION PENDING APPROVAL AND COORDINATION PENDING APPROVAL AND COORDINATION APPROVAL AND COORDINATION APPROVAL AND COORDINATION AND COORDINATION AND COORDINATION COORDINATION COORDINATION WITH THE DEPARTMENT AND THE ENGINEER. DEPENDING UPON THE ACTUAL DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING UPON THE ACTUAL DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING UPON THE ACTUAL DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING THE ACTUAL DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING THE ACTUAL DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING ACTUAL DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING ACTUAL DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING DATE OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING OF NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING NOTICE TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING TO PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING PROCEED (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING (NTP), THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING THE PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING PHASING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING OF THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING THE PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING PROJECT COULD FOLLOW ONE OF THE TWO FOLLOWING COULD FOLLOW ONE OF THE TWO FOLLOWING COULD FOLLOW ONE OF THE TWO FOLLOWING FOLLOW ONE OF THE TWO FOLLOWING FOLLOW ONE OF THE TWO FOLLOWING ONE OF THE TWO FOLLOWING ONE OF THE TWO FOLLOWING OF THE TWO FOLLOWING OF THE TWO FOLLOWING THE TWO FOLLOWING THE TWO FOLLOWING TWO FOLLOWING TWO FOLLOWING FOLLOWING FOLLOWING GENERAL SEQUENCES OF CONSTRUCTION: CONTRACTOR'S BID SHALL INCLUDE ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING BID SHALL INCLUDE ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING BID SHALL INCLUDE ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING SHALL INCLUDE ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING SHALL INCLUDE ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING INCLUDE ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING INCLUDE ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING ALL COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING COSTS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING ACCORDANCE WITH THE CONTRACT DOCUMENTS FOLLOWING WITH THE CONTRACT DOCUMENTS FOLLOWING WITH THE CONTRACT DOCUMENTS FOLLOWING THE CONTRACT DOCUMENTS FOLLOWING THE CONTRACT DOCUMENTS FOLLOWING CONTRACT DOCUMENTS FOLLOWING CONTRACT DOCUMENTS FOLLOWING DOCUMENTS FOLLOWING DOCUMENTS FOLLOWING FOLLOWING FOLLOWING EITHER OF THE GENERAL SEQUENCES OF CONSTRUCTION OUTLINED ABOVE.
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WETLAND RESTORATION AREA - ZONE B
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WETLAND RESTORATION AREA - ZONE C
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WETLAND RESTORATION AREA - ZONE D
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NOTICE TO PROCEED (SPRING) 1. SUBMITTALS SUBMITTALS 2. MOBILIZATION (JUNE 1 - AUGUST 15) (NOTE: THE OFF-SITE MOBILIZATION (JUNE 1 - AUGUST 15) (NOTE: THE OFF-SITE TRAILER STAGING AND PARKING AREA MAY BE INSTALLED PRIOR TO DECEMBER 1, SUBJECT TO THE APPROVAL OF THE ENGINEER) 3. SITE PREPARATION (JUNE 1 - AUGUST 15) SITE PREPARATION (JUNE 1 - AUGUST 15) 4. DEMOLITION AND UPLAND REMEDIATION (JUNE 1 - AUGUST 15) DEMOLITION AND UPLAND REMEDIATION (JUNE 1 - AUGUST 15) 5. UPLAND STABILIZATION (AUGUST 16 - SEPTEMBER 1) UPLAND STABILIZATION (AUGUST 16 - SEPTEMBER 1) 6. SITE PREPARATION (DECEMBER 1 - MARCH 15) SITE PREPARATION (DECEMBER 1 - MARCH 15) 7. WETLAND/LAKE REMEDIATION (DECEMBER 1 - MARCH 15) WETLAND/LAKE REMEDIATION (DECEMBER 1 - MARCH 15) 8. WETLAND/LAKE RESTORATION AND UPLAND RESTORATION (MARCH 1 WETLAND/LAKE RESTORATION AND UPLAND RESTORATION (MARCH 1 - MAY 31) 9. DEMOBILIZATION (MARCH 1 - MAY 31)DEMOBILIZATION (MARCH 1 - MAY 31)
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NOTICE TO PROCEED (FALL) 1. SUBMITTALS SUBMITTALS 2. MOBILIZATION (DECEMBER 1 - MARCH 15) (NOTE: THE OFF-SITE MOBILIZATION (DECEMBER 1 - MARCH 15) (NOTE: THE OFF-SITE TRAILER STAGING AND PARKING AREA MAY BE INSTALLED PRIOR TO DECEMBER 1, SUBJECT TO THE APPROVAL OF THE ENGINEER) 3. SITE PREPARATION (DECEMBER 1 - MARCH 15) SITE PREPARATION (DECEMBER 1 - MARCH 15) 4. WETLAND/LAKE REMEDIATION (DECEMBER 1 - MARCH 15) WETLAND/LAKE REMEDIATION (DECEMBER 1 - MARCH 15) 5. WETLAND/LAKE RESTORATION (MARCH 1 - MAY 31) WETLAND/LAKE RESTORATION (MARCH 1 - MAY 31) 6. SITE PREPARATION (JUNE 1 - AUGUST 15) SITE PREPARATION (JUNE 1 - AUGUST 15) 7. DEMOLITION AND UPLAND REMEDIATION (JUNE 1 - AUGUST 15) DEMOLITION AND UPLAND REMEDIATION (JUNE 1 - AUGUST 15) 8. UPLAND RESTORATION (AUGUST 16 - DECEMBER 15) UPLAND RESTORATION (AUGUST 16 - DECEMBER 15) 9. DEMOBILIZATION (AUGUST 16 - DECEMBER 15)DEMOBILIZATION (AUGUST 16 - DECEMBER 15)
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THE ABOVE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ABOVE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ABOVE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR MUST COMPLY WITH THE MUST COMPLY WITH THE MUST COMPLY WITH THE COMPLY WITH THE COMPLY WITH THE WITH THE WITH THE THE THE TIMEFRAMES STIPULATED BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS STIPULATED BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS STIPULATED BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS TO THE NORTHERN CRICKET FROG WORK WINDOWS TO THE NORTHERN CRICKET FROG WORK WINDOWS THE NORTHERN CRICKET FROG WORK WINDOWS THE NORTHERN CRICKET FROG WORK WINDOWS NORTHERN CRICKET FROG WORK WINDOWS NORTHERN CRICKET FROG WORK WINDOWS CRICKET FROG WORK WINDOWS CRICKET FROG WORK WINDOWS FROG WORK WINDOWS FROG WORK WINDOWS WORK WINDOWS WORK WINDOWS WINDOWS WINDOWS AND THE TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND IS RESPONSIBLE FOR HIS/HER MEANS AND IS RESPONSIBLE FOR HIS/HER MEANS AND RESPONSIBLE FOR HIS/HER MEANS AND RESPONSIBLE FOR HIS/HER MEANS AND FOR HIS/HER MEANS AND FOR HIS/HER MEANS AND HIS/HER MEANS AND HIS/HER MEANS AND MEANS AND MEANS AND AND AND METHODS AND PREPARATION AND MAINTENANCE OF AN APPROVABLE PROJECT SCHEDULE AS REQUIRED BY THE CONTRACT DOCUMENTS.
AutoCAD SHX Text
THE ABOVE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ABOVE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ABOVE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GENERAL SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE SEQUENCES OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE OF CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONSTRUCTION ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE ARE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE PROVIDED AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE AS A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE A GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE GUIDE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE TO THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR. THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR MUST COMPLY WITH THE THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR MUST COMPLY WITH THE MUST COMPLY WITH THE MUST COMPLY WITH THE COMPLY WITH THE COMPLY WITH THE WITH THE WITH THE THE THE TIMEFRAMES STIPULATED BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS STIPULATED BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS STIPULATED BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS BY THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DEPARTMENT AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS AND THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS THE CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS CONTRACT DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS DOCUMENTS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS WITH RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS RESPECT TO THE NORTHERN CRICKET FROG WORK WINDOWS TO THE NORTHERN CRICKET FROG WORK WINDOWS TO THE NORTHERN CRICKET FROG WORK WINDOWS THE NORTHERN CRICKET FROG WORK WINDOWS THE NORTHERN CRICKET FROG WORK WINDOWS NORTHERN CRICKET FROG WORK WINDOWS NORTHERN CRICKET FROG WORK WINDOWS CRICKET FROG WORK WINDOWS CRICKET FROG WORK WINDOWS FROG WORK WINDOWS FROG WORK WINDOWS WORK WINDOWS WORK WINDOWS WINDOWS WINDOWS AND THE TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TIMEFRAMES WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND WHEN SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND SITE RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND RESTORATION/PLANTING CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CAN TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND TAKE PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND PLACE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND CONTRACTOR IS RESPONSIBLE FOR HIS/HER MEANS AND IS RESPONSIBLE FOR HIS/HER MEANS AND IS RESPONSIBLE FOR HIS/HER MEANS AND RESPONSIBLE FOR HIS/HER MEANS AND RESPONSIBLE FOR HIS/HER MEANS AND FOR HIS/HER MEANS AND FOR HIS/HER MEANS AND HIS/HER MEANS AND HIS/HER MEANS AND MEANS AND MEANS AND AND AND METHODS AND PREPARATION AND MAINTENANCE OF AN APPROVABLE PROJECT SCHEDULE AS REQUIRED BY THE CONTRACT DOCUMENTS.
Page 3: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

NOTES:

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

2

EXISTING CONDITIONS

SURVEY

CONTRACT NO. D010013

1"=40'

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CL
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S16°42'05"W
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L=46.95' R=25.00'
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R=378.50' L=130.65'
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N39°56'15"E 118.57'
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POINT OF BEGINNING
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AREA=9.9076 ACRES 16-1-3.12 AREA=431,576 S.F.
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S10°25'49"W 67.22'
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PORTION OF FLOOD SKIMMING EASEMENT AS SHOWN ON MAP ENTITLED ''BOUNDARY OF GLENMERE''
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TREELINE
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1. ENTIRE SURVEY WAS PREPARED BY WILLIAM D. YOUNGBLOOD LAND ENTIRE SURVEY WAS PREPARED BY WILLIAM D. YOUNGBLOOD LAND SURVEYING, P.C., BASED ON ITS FIELD SURVEY ORIGINALLY COMPLETED ON APRIL 21, 2008 AND UPDATED ON OCTOBER 25, 2012. 2. ELEVATIONS SHOWN ARE REFERENCED TO NORTH AMERICAN ELEVATIONS SHOWN ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD 83).HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD 83).
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GRASS
Page 4: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

NOTES:

3

UPLAND AREAS -

SITE PREPERATION PLAN

CONTRACT NO. D010013

AS NOTED

SCALE: 1" = 40'

PLAN

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STABILIZED CONSTRUCTION ENTRANCE. SEE NOTE 11
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PROPERTY LINE AND CONTRACT LIMITS COINCIDE IN THIS AREA
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CONTRACTOR STAGING AND STORAGE AREA
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PROPERTY LINE AND CONTRACT LIMITS COINCIDE IN THIS AREA
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CONTRACTOR SHALL COORDINATE RELOCATION OF OVERHEAD UTILITY LINES TO FACILITATE CONTRACTOR'S ACCESS TO THE SITE, AS NEEDED.
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CONTRACTOR SHALL DECOMMISSION AND REMOVE ON-SITE OVERHEAD ELECTRIC LINES
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CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROAD (SEE DETAIL, DWG. 11)
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CONTRACTOR SHALL INSTALL TRAILER STAGING AND PARKING AREA IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE CONTRACT DOCUMENTS. TEMPORARY FENCE WITH THE APPROPRIATE NUMBER OF GATES, AS APPROVED BY THE ENGINEER, SHALL BE INSTALLED COMPLETELY SURROUNDING THIS AREA.
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WILLOW TREE. SEE NOTE 15.
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50.60'
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132.19'
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134.38'
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100.46'
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232.03'
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N70°38'04"W
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EXIST. GUARDRAIL
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1. ALL UPLAND WORK SHALL TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15. NO WORK ALL UPLAND WORK SHALL TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15. NO WORK SHALL BE PERFORMED IN THE WATER AREAS DURING THIS PERIOD. 2. THE CONTRACTOR COMPLY WITH THE SUBSTANTIVE REQUIREMENTS OF ALL APPLICABLE THE CONTRACTOR COMPLY WITH THE SUBSTANTIVE REQUIREMENTS OF ALL APPLICABLE PERMITS AND SHALL MAINTAIN ALL LICENSES NECESSARY TO PERFORM THE WORK. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS AND STATUTES, AS REQUIRED, AND THE CONTRACT DOCUMENTS. 3. DO NOT SCALE ANY DRAWINGS. VERIFY THE FIGURES, DIMENSIONS, AND DESIGN DO NOT SCALE ANY DRAWINGS. VERIFY THE FIGURES, DIMENSIONS, AND DESIGN NOT SCALE ANY DRAWINGS. VERIFY THE FIGURES, DIMENSIONS, AND DESIGN INTENTION SHOWN ON THE DRAWINGS BEFORE INITIATING LAYOUT OF THE WORK AND REPORT ANY INACCURACIES, MISSING DIMENSIONAL REQUIREMENTS OR CONFLICTS TO THE ENGINEER IN WRITING PRIOR TO INITIATING ANY WORK. 4. ALL EXISTING STRUCTURES OUTSIDE THE CONTRACT LIMITS SHALL BE PROTECTED ALL EXISTING STRUCTURES OUTSIDE THE CONTRACT LIMITS SHALL BE PROTECTED DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF AN THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF AN CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF AN INDEPENDENT UTILITY MARKOUT SERVICE TO LOCATE AND MARKOUT THE LOCATION OF ALL UTILITIES AND ASSOCIATED STRUCTURES WITHIN THE VICINITY OF THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE TO PROTECT AND REPAIR/REPLACE ANY DAMAGE TO UTILITIES SCHEDULED TO REMAIN AT THE COMPLETION OF THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A LICENSED NEW YORK STATE LAND SURVEYOR TO PERFORM AN INITIAL SITE SURVEY TO VERIFY THE INITIAL SITE CONDITIONS AND ESTABLISH THE REQUIRED GRADE GRID. REFER TO THE TECHNICAL SPECIFICATIONS. 7. A MINIMUM OF FOUR TEMPORARY BENCHMARKS SHALL BE ESTABLISHED BY THE A MINIMUM OF FOUR TEMPORARY BENCHMARKS SHALL BE ESTABLISHED BY THE MINIMUM OF FOUR TEMPORARY BENCHMARKS SHALL BE ESTABLISHED BY THE CONTRACTOR FOR USE DURING THE WORK. 8. THE CONTRACTOR SHALL BE PROHIBITED FROM ACCESSING ANY PORTIONS OF THE SITE THE CONTRACTOR SHALL BE PROHIBITED FROM ACCESSING ANY PORTIONS OF THE SITE CONTRACTOR SHALL BE PROHIBITED FROM ACCESSING ANY PORTIONS OF THE SITE BEYOND THE CONTRACT LIMITS, UNLESS PERMISSION IS GRANTED, IN WRITING, FROM THE DEPARTMENT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING FROG EXCLUSION ZONE THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING FROG EXCLUSION ZONE TRACTOR SHALL BE RESPONSIBLE FOR INSTALLING FROG EXCLUSION ZONE DRIFT FENCE AS SHOWN ON THE DRAWINGS (SEE DETAIL, DWG. 9), PRIOR TO PERFORMING ANY GROUND INTRUSIVE ACTIVITIES AT THE SITE. FROG EXCLUSION ZONE DRIFT FENCE SHALL BE MAINTAINED THROUGHOUT ALL CONSTRUCTION ACTIVITIES INCLUDING ALL SITE RESTORATION WORK. FAILURE TO REPAIR AND/OR REPLACE DAMAGED SECTIONS OF THE FROG EXCLUSION ZONE FENCE SHALL RESULT IN THE WORK BEING IMMEDIATELY STOPPED UNTIL IT IS RE-ESTABLISHED. 10. CLEAR ALL TREES, BUSHES AND SHRUBS WITHIN THE CONTRACT LIMITS NECESSARY TO CLEAR ALL TREES, BUSHES AND SHRUBS WITHIN THE CONTRACT LIMITS NECESSARY TO COMPLETE THE WORK, EXCEPT THOSE TREES MARKED BY THE DEPARTMENT TO BE PROTECTED. IF TREES SCHEDULED FOR PROTECTION ARE DAMAGED OR REMOVED BY THE CONTRACTOR, THEY SHALL BE REPLACED, IN-KIND, AT NO ADDITIONAL COST TO THE DEPARTMENT. THE CONTRACTOR SHALL NOT CLEAR MORE VEGETATION THAN NECESSARY TO PERFORM THE WORK. THE CONTRACTOR SHALL INDICATE THE PROPOSED LIMITS OF VEGETATION CLEARING TO THE DEPARTMENT FOR APPROVAL PRIOR TO THE CLEARING OF ANY VEGETATION. THE CONTRACTOR SHALL RETAIN UP TO FIVE REMOVED TREES FOR PLACEMENT WITHIN THE AREA OF WORK SUBSEQUENT TO THE RESTORATION ACTIVITIES. THESE TREES SHALL BE CUT AT THE GROUND SURFACE AND RETAINED, AND THEIR STUMPS REMOVED FOR PROPER OFF-SITE DISPOSAL. THESE PLACED TREES SHALL SERVE AS FROG HABITAT POST REMEDIATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING STABILIZED CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING STABILIZED CONSTRUCTION ENTRANCE, EQUIPMENT DECONTAMINATION AREA, AND STAGING AND STORAGE AREAS (SEE DETAILS, DWGS. 9 AND 11) PRIOR TO PERFORMING ANY EXCAVATION WORK AT THE SITE, AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND PROPER UPKEEP OF ALL THESE ITEMS FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE TO COMPLETELY SURROUND THE TRAILER STAGING AND PARKING AREA, AS APPROVED BY THE ENGINEER, IN ACCORDANCE WITH THE SPECIFICATIONS. 12. THE CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROAD IN ACCORDANCE WITH THE THE CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROAD IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE CONTRACT DOCUMENTS AND AS SPECIFIED (SEE DETAIL, DWG. 11). 13. SEDIMENT, EROSION AND STORM WATER CONTROL MEASURES SHALL BE INSTALLED IN SEDIMENT, EROSION AND STORM WATER CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED STORM WATER MANAGEMENT FOR EROSION CONTROL PLAN. 14. THE CONTRACTOR SHALL INSTALL OFFICE TRAILERS, TEMPORARY ELECTRIC/TELEPHONE/ THE CONTRACTOR SHALL INSTALL OFFICE TRAILERS, TEMPORARY ELECTRIC/TELEPHONE/ INTERNET, AND TEMPORARY PARKING IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND CONTRACTOR'S APPROVED WORK PLAN. 15. THE CONTRACTOR SHALL PROTECT FALLEN WILLOW TREE ALONG LAKE SHORELINE AS THE CONTRACTOR SHALL PROTECT FALLEN WILLOW TREE ALONG LAKE SHORELINE AS INDICATED ON THIS DRAWING DURING THE DURATION OF ALL WORK.
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FROG EXCLUSION ZONE DRIFT FENCE TO BE INSTALLED AT THE BORDER OF INLAND AND WETLAND AREAS DURING THIS PHASE OF THE WORK
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FROG EXCLUSION DRIFT FENCE TO BE INSTALLED AT SOUTHERN AND EASTERN LIMITS OF STAGING AREA
Page 5: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

NOTES:

“ ”

NOTE:

PLAN

N.T.S.

DRAINAGE OPENING REQUIREMENTS DETAIL

DETAIL A

NOTE:

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

4

UPLAND AREAS - DEMOLITION PLAN

CONTRACT NO. D010013

AS NOTED

SCALE: 1" = 40'

PLAN

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L=46.95' R=25.00'
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N39°56'15"E 118.57'
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AREA=9.9076 ACRES 16-1-3.12 AREA=431,576 S.F.
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CONTRACTOR STAGING AND STORAGE AREA
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PROPERTY LINE AND CONTRACT LIMITS COINCIDE IN THIS AREA
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EXISTING PILES OF DEBRIS TO BE REMOVED BY THE CONTRACTOR
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EXISTING PILES OF DEBRIS TO BE REMOVED BY THE CONTRACTOR
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WILLOW TREE SEE DWG. 3
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EXIST. GUARDRAIL
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1. ALL UPLAND DEMOLITION WORK SHALL TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15. ALL UPLAND DEMOLITION WORK SHALL TAKE PLACE BETWEEN JUNE 1 AND AUGUST 15. NO WORK SHALL BE PERFORMED IN THE WATER AREAS DURING THIS PERIOD. 2. SCOPE OF DEMOLITION AND REMOVALS INCLUDES THE DEMOLITION AND REMOVAL OF SCOPE OF DEMOLITION AND REMOVALS INCLUDES THE DEMOLITION AND REMOVAL OF SEVERAL STRUCTURES AND FOUNDATIONS. IN ADDITION, ALL DEBRIS PILES WITHIN THE CONTRACT LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED OFF-SITE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3. ALL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE TECHNICAL ALL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE TECHNICAL SPECIFICATIONS AND ALL APPLICABLE CODES, LAWS AND STATUTES AS REQUIRED. 4. THE CONTRACTOR SHALL NOT ASSUME ANY MATERIALS OF VALUE WILL BE GENERATED THE CONTRACTOR SHALL NOT ASSUME ANY MATERIALS OF VALUE WILL BE GENERATED DURING DEMOLITION AND REMOVAL ACTIVITIES AND SHALL NOT MAKE ANY CLAIMS AGAINST THE DEPARTMENT FOR ABSENCE OF ANY SUCH MATERIALS. 5. BUILDINGS 1-NORTH, 1-MIDDLE, 1-SOUTH, 5 AND 6 HAVE BEEN DETERMINED TO BUILDINGS 1-NORTH, 1-MIDDLE, 1-SOUTH, 5 AND 6 HAVE BEEN DETERMINED TO CONTAIN ASBESTOS-CONTAINING MATERIAL. THESE BUILDINGS SHALL BE REMOVED VIA CONTROLLED DEMOLITION PER THE REQUIREMENTS OF NEW YORK STATE DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 56.11.5. REFER TO THE TECHNICAL SPECIFICATIONS FOR REQUIREMENTS. FOLLOWING THE CONTROLLED DEMOLITION, THE CONCRETE SLABS/FOUNDATION OF EACH BUILDING SHALL BE DECONTAMINATED IN ACCORDANCE WITH THE SPECIFICATIONS TO REMOVE ANY RESIDUAL ASBESTOS. 6. BUILDINGS 1-NORTH, 1-MIDDLE, 1-SOUTH, 4, 5 AND 6 HAVE BEEN DETERMINED TO BUILDINGS 1-NORTH, 1-MIDDLE, 1-SOUTH, 4, 5 AND 6 HAVE BEEN DETERMINED TO CONTAIN LEAD-BASED PAINT. ALL WORK ASSOCIATED WITH THE REMOVAL OF THESE ALL WORK ASSOCIATED WITH THE REMOVAL OF THESE BUILDINGS SHALL BE IN COMPLIANCE WITH OCCUPATIONAL HEALTH AND SAFETY SHALL BE IN COMPLIANCE WITH OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION REQUIREMENTS OUTLINED AT 29 CODE OF FEDERAL REGULATIONS 1926.62, LEAD EXPOSURE IN CONSTRUCTION. REFER TO THE TECHNICAL SPECIFICATIONS FOR REQUIREMENTS. 7. ASBESTOS-CONTAINING MATERIAL AND LEAD-BASED PAINT HAVE NOT BEEN IDENTIFIED ASBESTOS-CONTAINING MATERIAL AND LEAD-BASED PAINT HAVE NOT BEEN IDENTIFIED IN BUILDINGS 2, 3 AND 7. 8. ALL ABOVE GRADE AND ON-GRADE STRUCTURES AND CONCRETE SLABS SHALL BE ALL ABOVE GRADE AND ON-GRADE STRUCTURES AND CONCRETE SLABS SHALL BE DEMOLISHED AND REMOVED. FOUNDATION WALLS ASSOCIATED WITH THESE STRUCTURES SHALL THEN BE DEMOLISHED AND REMOVED TO A DEPTH OF TWO FEET BELOW SURROUNDING GRADE. FOR BUILDING 1-NORTH, ALL DEBRIS, EQUIPMENT, ETC. SHALL BE REMOVED FROM THE BASEMENT FOR OFF-SITE TRANSPORTATION AND DISPOSAL. THE BASEMENT WALLS SHALL THEN BE DEMOLISHED AND REMOVED TO A DEPTH OF TWO FEET BELOW SURROUNDING GRADE. THE REMAINING BASEMENT WALLS AND BASEMENT FLOOR SHALL REMAIN IN PLACE. THE CONTRACTOR SHALL INSTALL DRAINAGE OPENINGS IN THE BASEMENT FLOOR SLAB OF BUILDING 1-NORTH IN ACCORDANCE WITH DETAIL “A” THIS DRAWING. A” THIS DRAWING. THIS DRAWING. 9. THE CONTRACTOR'S SUBMITTALS, INCLUDING BUT NOT LIMITED TO THE CONTRACTOR'S THE CONTRACTOR'S SUBMITTALS, INCLUDING BUT NOT LIMITED TO THE CONTRACTOR'S ASBESTOS ABATEMENT WORK PLAN AND LEAD-BASED PAINT ACTIVITY SUBMITTALS, MUST BE APPROVED BY THE ENGINEER PRIOR TO ANY DEMOLITION AND REMOVALS. 10. THE CONTRACTOR SHALL SETUP AND INSTALL ASBESTOS AND LEAD-BASED PAINT THE CONTRACTOR SHALL SETUP AND INSTALL ASBESTOS AND LEAD-BASED PAINT WORK AREAS AND DECONTAMINATION FACILITIES IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PRIOR TO ANY DEMOLITION AND REMOVALS. 11. THE CONTRACTOR SHALL CONDUCT WASTE CHARACTERIZATION SAMPLING ON ALL THE CONTRACTOR SHALL CONDUCT WASTE CHARACTERIZATION SAMPLING ON ALL BUILDING COMPONENTS REMOVED FROM STRUCTURES DETERMINED TO CONTAIN LEAD-BASED PAINT IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS, THE INTENDED DISPOSAL FACILITY'S REQUIREMENTS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. WASTE CHARACTERIZATION SAMPLING SHALL, AT A MINIMUM, FOLLOW THE LATEST VERSION OF ASTM E1908, STANDARD GUIDE FOR SAMPLE SELECTION FOR DEBRIS WASTE FROM BUILDING RENOVATION OR LEAD ABATEMENT PROJECT FOR TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) TESTING FOR LEACHABLE LEAD (Pb). 12. ALL BUILDING COMPONENTS REMOVED FROM THE BUILDINGS AND THE PILES OF ALL BUILDING COMPONENTS REMOVED FROM THE BUILDINGS AND THE PILES OF DEBRIS THAT ARE DETERMINED TO CONTAIN ASBESTOS-CONTAINING MATERIAL SHALL BE DISPOSED OFF-SITE AS ASBESTOS WASTE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 13. BUILDINGS 1-NORTH, 1-MIDDLE, 1-SOUTH, 5 AND 6 CONTAIN BOTH BUILDINGS 1-NORTH, 1-MIDDLE, 1-SOUTH, 5 AND 6 CONTAIN BOTH ASBESTOS-CONTAINING MATERIAL AND LEAD-BASED PAINT. IF WASTE CHARACTERIZATION SAMPLING DETERMINES THAT BUILDING DEMOLITION WASTE IS CLASSIFIED AS HAZARDOUS WASTE (AS DEFINED BY 6 NYCRR PART 371), THE MATERIAL MUST BE DISPOSED OF OFF-SITE AT A FACILITY AUTHORIZED TO ACCEPT BOTH HAZARDOUS WASTE AND ASBESTOS WASTE. 14. THE CONTRACTOR SHALL CHARACTERIZE, REMOVE AND DISPOSE OF EXISTING THE CONTRACTOR SHALL CHARACTERIZE, REMOVE AND DISPOSE OF EXISTING DEBRIS AND SOIL STOCKPILES, IF PRESENT, IN ACCORDANCE WITH THE REQUIREMENTS OF THE TECHNICAL SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.
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SEE NOTE 1
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6-OUNCE GEOTEXTILE FABRIC
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EXISTING REINFORCED CONCRETE BASEMENT FLOOR SLAB
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1.THE CONTRACTOR SHALL INSTALL A MINIMUM OF ONE (1) DRAINAGE OPENING FOR THE CONTRACTOR SHALL INSTALL A MINIMUM OF ONE (1) DRAINAGE OPENING FOR EVERY 1,000 SQUARE FEET OF REINFORCED CONCRETE BASEMENT FLOOR SLAB OR A MINIMUM OF TWO (2) DRAINAGE OPENINGS PER BUILDING, WHICHEVER IS GREATER. THE CONTRACTOR SHALL REMOVE DEBRIS WITHIN THE FULL DEPTH OF OPENINGS AND BACKFILL OPENING WITH GRAVEL. THE CONTRACTOR SHALL PLACE A LAYER OF 6-OUNCE GEOTEXTILE ABOVE OPENINGS, INSTALLED FLUSH WITH SURROUNDING SLAB (MIN. 1'-0" OVERLAP), AND COVER WITH A 6-INCH LAYER OF COMPACTED CONCRETE SAND, NYSDOT ITEM 703-07, 1-FOOT BEYOND THE EXTENT OF THE GEOTEXTILE.
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ALL DEBRIS PILES MAY NOT BE SHOWN ON THIS DRAWING. ALL DEBRIS PILES LOCATED WITHIN THE CONTRACT LIMITS SHALL BE REMOVED FOR PROPER OFF-SITE TRANSPORTATION AND DISPOSAL BY THE CONTRACTOR, WHETHER SHOWN ON THIS DRAWING OR NOT. CONTRACTOR SHALL ASSESS THE EXTENT OF DEBRIS PILES REQUIRING OFF-SITE TRANSPORTATION AND DISPOSAL DURING THE MANDATORY PRE-BID WALK THROUGH.
Page 6: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

SCOPE OF WORK

LEGEND:

LIMITS OF EXCAVATION COORDINATES

5

UPLAND AREAS -

REMEDIATION PLAN

CONTRACT NO. D010013

AS NOTED

SCALE: 1" = 40'

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CONTRACTOR STAGING AND STORAGE AREA
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Easting
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539288.294
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539319.365
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539297.499
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WILLOW TREE SEE DWG. 3
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L=46.95' R=25.00'
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R=378.50' L=130.65'
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N39°56'15"E 118.57'
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POINT OF BEGINNING
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AREA=9.9076 ACRES 16-1-3.12 AREA=431,576 S.F.
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TREELINE
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EXIST. GUARDRAIL
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912207.329
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THIS SCOPE OF WORK PROVIDES A GENERAL OVERVIEW OF THE REMEDIAL WORK TO BE PERFORMED IN THE UPLAND AREAS BY THE CONTRACTOR. THIS SCOPE OF WORK DOES NOT RELIEVE CONTRACTOR FROM PROVIDING A DETAILED CONSTRUCTION SCHEDULE TO THE ENGINEER FOR APPROVAL, AS REQUIRED BY THE TECHNICAL SPECIFICATIONS. IT ALSO DOES NOT RELIEVE THE CONTRACTOR OF PERFORMING ALL THE WORK AS SHOWN ON THE PLANS AND INCLUDED IN THE TECHNICAL SPECIFICATIONS. * REMEDIATION WORK IN THE UPLAND AREAS SHALL BE PERFORMED BETWEEN JUNE 1 AND AUGUST 15. * THE CONTRACTOR SHALL SURVEY THE EXISTING SURFACES PRIOR TO EXCAVATION, FINAL SURFACES OF THE EXCAVATION PRIOR TO FILLING, CONFIRMATION-SAMPLE LOCATIONS AND THE FINAL SURFACES OF GENERAL FILL/TOPSOIL FOR "AS-BUILT" CONDITIONS, CONFORMING TO THE REQUIREMENTS PROVIDED IN THE TECHNICAL SPECIFICATIONS. CONTRACTOR'S SURVEYS SHALL BE USED TO ESTABLISH QUANTITIES FOR PAYMENT. REFER TO SECTION XII-MEASUREMENT FOR PAYMENT OF THE CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS. * THE CONTRACTOR SHALL UTILIZE THE PROVIDED SURVEY COORDINATES TO LOCATE AND MARK THE EXCAVATION LIMITS PRIOR TO PERFORMING THE WORK. THE HORIZONTAL COORDINATE SYSTEM IS AS SPECIFIED ON DWG. 2. * EXCAVATION SHALL BE MADE TO THE HORIZONTAL AND VERTICAL LIMITS AS SHOWN HEREIN, OR AS DIRECTED BY THE ENGINEER, AND TO SUCH WIDTHS AS SHALL PROVIDE SUITABLE ROOM FOR ALL REQUIRED BRACING, SHORING, SLOPING/BENCHING AND SUPPORTING. WHERE SHOWN, HORIZONTAL COORDINATES SHALL BE USED TO LOCATE THE LIMITS OF EXCAVATION. HORIZONTAL LIMITS OF EXCAVATION REPRESENT THE LIMITS OF THE REQUIRED EXCAVATION AT THE BOTTOM OF THE EXCAVATION AREA. * EXCAVATIONS SHALL BE OPEN EXCAVATIONS, SLOPED, BENCHED AND/OR SHEETED AND BRACED WHERE NECESSARY TO PREVENT POSSIBLE INJURY TO PERSONNEL, EQUIPMENT AND STRUCTURES. THE CONTRACTOR SHALL SHEET AND BRACE EXCAVATIONS WHERE SLOPING/BENCHING IS NOT POSSIBLE EITHER BECAUSE OF SPACE RESTRICTIONS OR STABILITY. ALL SHEETING, WALERS, SHORING AND BRACING SHALL BE DESIGNED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NEW YORK. THE DEPARTMENT WILL NOT REIMBURSE THE CONTRACTOR FOR REMOVAL, HANDLING, DISPOSAL AND BACKFILL AND COMPACTION OF ANY OVER EXCAVATED MATERIALS. * THE CONTRACTOR SHALL DEMONSTRATE THE ADEQUACY OF THE REACHED DEPTHS TO THE LIMITS SHOWN ON THIS DRAWING TO THE ENGINEER. THE ENGINEER SHALL DIRECT ADDITIONAL EXCAVATION AS NECESSARY TO REACH SPECIFIED DEPTHS. * THE CONTRACTOR SHALL COLLECT AND ANALYZE WASTE CHARACTERIZATION SAMPLES REQUIRED FOR DISPOSAL. REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL WASTE CHARACTERIZATION REQUIREMENTS. * THE CONTRACTOR SHALL COLLECT CONFIRMATION SAMPLES FROM THE EXCAVATION AREAS AT THE SIDEWALL AND BASE OF THE EXCAVATION AREAS AS REQUIRED BY THE TECHNICAL SPECIFICATIONS. BACKFILL OF EXCAVATIONS SHALL NOT TAKE PLACE UNTIL CONFIRMATION SAMPLE RESULTS HAVE BEEN APPROVED FOR THE AREA IN QUESTION BY THE ENGINEER. * THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOADING AND OFF-SITE TRANSPORTATION AND DISPOSAL OF EXCAVATED MATERIAL AT AN APPROVED FACILITY(IES). REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL WASTE TRANSPORTATION AND DISPOSAL REQUIREMENTS. * THIS DRAWING IS ONLY INTENDED TO SHOW EXCAVATION LIMITS OF AREAS TO BE REMEDIATED. REFER TO DRAWING 4 FOR DEMOLITION PROCEDURES AND REQUIREMENTS. * IT IS NOT EXPECTED THAT GROUNDWATER WILL BE ENCOUNTERED DURING THE REMEDIAL ACTIVITIES. IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER TO DETERMINE A COURSE OF ACTION. * BEDROCK MAY BE ENCOUNTERED DURING EXCAVATION. BEDROCK REMOVAL WILL NOT BE REQUIRED AS PART OF THIS PROJECT. IF BEDROCK IS ENCOUNTERED, THE TOP OF BEDROCK SHALL BE CONSIDERED THE BOTTOM OF EXCAVATION EVEN IF THIS DRAWING INDICATES EXCAVATION TO GREATER DEPTHS IS REQUIRED. ALL SOIL MUST BE CLEARED TO THE TOP OF ANY BEDROCK FOR PROPER OFF-SITE DISPOSAL. * THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO PREVENT ANY AREAS OUTSIDE THESE EXCAVATION LIMITS FROM BEING CONTAMINATED DURING THESE REMEDIATION ACTIVITIES. IN THE EVENT ANY AREAS OUTSIDE THESE EXCAVATION LIMITS BECOME CONTAMINATED DUE TO THE ACTIVITIES OR THE FAULT OF THE CONTRACTOR, THE CONTRACTOR SHALL REMOVE THE CONTAMINATED AREAS AND PERFORM CONFIRMATION SOIL SAMPLING TO THE SATISFACTION OF THE DEPARTMENT AT THE CONTRACTOR'S EXPENSE. * THE CONTRACTOR SHALL PROTECT ALL PIEZOMETERS TO THE BEST OF HIS EFFORTS DURING THE EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL RE-ESTABLISH OR REPLACE IN-KIND ANY PIEZOMETER DAMAGED OR REMOVED DURING THE EXCAVATION ACTIVITIES. PIEZOMETERS SHALL BE PLACED IN THEIR EXISTING LOCATIONS, AS APPROVED BY THE ENGINEER. THE FINAL LOCATIONS OF THE PIEZOMETERS MUST BE SURVEYED FOR HORIZONTAL AND VERTICAL COORDINATES REGARDLESS OF WHETHER THEY WERE ADEQUATELY PROTECTED, RE-ESTABLISHED OR REPLACED. * UPON COMPLETION OF REMEDIATION IN UPLAND AREAS, THE CONTRACTOR SHALL PROVIDE RESOURCES TO PROTECT, SECURE AND MAINTAIN THE SITE UNTIL UPLAND DISTURBED AREAS CAN BE RESTORED. IF THE PROJECT SEQUENCING PROHIBITS FINAL RESTORATION OF THE UPLAND AREAS FOLLOWING THE ENGINEER'S APPROVAL OF THE EXCAVATION LIMITS AND THE CONFIRMATION SOIL SAMPLE RESULTS, THE CONTRACTOR SHALL BACKFILL THE AREAS TO WITHIN 6 INCHES BELOW FINAL GRADE, TEMPORARILY SEED, STABILIZE AND INSTALL EROSION CONTROL MATERIALS (SEE DWG. 9) IN THE AREA IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS PRIOR TO AUGUST 15.
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APPROXIMAYE LIMITS OF EXCAVATION TO 0.5 FOOT DEPTH APPROXIMATE LIMITS OF EXCAVATION TO 2 FOOT DEPTH APPROXIMATE LIMITS OF EXCAVATION TO 5 FOOT DEPTH APPROXIMATE LIMITS OF EXCAVATION TO 8 FOOT DEPTH
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SEE NOTE 8 ON DWG. 4
Page 7: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

6

WATER AREAS -

SITE PREPERATION PLAN

CONTRACT NO. D010013

AS NOTED

SCALE: 1" = 40'

PLAN

F:\3150\D

wg\05C

\3150-P

L02.dw

g, 6, 6/19/2017 10:58:14 A

M, D

BC

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L=46.95' R=25.00'
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N39°56'15"E 118.57'
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AREA=9.9076 ACRES 16-1-3.12 AREA=431,576 S.F.
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TREELINE
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NOTES: 1. ALL WATER WORK SHALL TAKE PLACE BETWEEN DECEMBER 1 AND MARCH 15. NO ALL WATER WORK SHALL TAKE PLACE BETWEEN DECEMBER 1 AND MARCH 15. NO UPLAND WORK SHALL BE PERFORMED DURING THIS PERIOD. 2. THE CONTRACTOR SHALL COMPLY WITH THE SUBSTANTIVE REQUIREMENTS OF ALL THE CONTRACTOR SHALL COMPLY WITH THE SUBSTANTIVE REQUIREMENTS OF ALL APPLICABLE PERMITS AND SHALL MAINTAIN ALL LICENSES NECESSARY TO PERFORM THE WORK. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS AND STATUTES, AS REQUIRED, AND THE CONTRACT DOCUMENTS. 3. DO NOT SCALE ANY DRAWINGS. VERIFY THE FIGURES, DIMENSIONS, AND DESIGN DO NOT SCALE ANY DRAWINGS. VERIFY THE FIGURES, DIMENSIONS, AND DESIGN NOT SCALE ANY DRAWINGS. VERIFY THE FIGURES, DIMENSIONS, AND DESIGN INTENTION SHOWN ON THE DRAWINGS BEFORE INITIATING LAYOUT OF THE WORK AND REPORT ANY INACCURACIES, MISSING DIMENSIONAL REQUIREMENTS OR CONFLICTS TO THE ENGINEER IN WRITING PRIOR TO INITIATING ANY WORK. 4. ALL EXISTING STRUCTURES OUTSIDE THE CONTRACT LIMITS SHALL BE PROTECTED ALL EXISTING STRUCTURES OUTSIDE THE CONTRACT LIMITS SHALL BE PROTECTED DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF AN THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF AN CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF AN INDEPENDENT UTILITY MARKOUT SERVICE TO LOCATE AND MARKOUT THE LOCATION OF ALL UTILITIES AND ASSOCIATED STRUCTURES WITHIN THE VICINITY OF THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE TO PROTECT AND REPAIR/REPLACE ANY DAMAGE TO UTILITIES SCHEDULED TO REMAIN AT THE COMPLETION OF THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A LICENSED NEW YORK STATE LAND SURVEYOR TO PERFORM AN INITIAL SITE SURVEY TO VERIFY THE INITIAL SITE CONDITIONS AND ESTABLISH THE REQUIRED GRADE GRID. REFER TO THE TECHNICAL SPECIFICATIONS. 7. A MINIMUM OF FOUR TEMPORARY BENCHMARKS SHALL BE ESTABLISHED BY THE A MINIMUM OF FOUR TEMPORARY BENCHMARKS SHALL BE ESTABLISHED BY THE MINIMUM OF FOUR TEMPORARY BENCHMARKS SHALL BE ESTABLISHED BY THE CONTRACTOR FOR USE DURING THE WORK. 8. THE CONTRACTOR SHALL BE PROHIBITED FROM ACCESSING ANY PORTIONS OF THE SITE THE CONTRACTOR SHALL BE PROHIBITED FROM ACCESSING ANY PORTIONS OF THE SITE CONTRACTOR SHALL BE PROHIBITED FROM ACCESSING ANY PORTIONS OF THE SITE BEYOND THE CONTRACT LIMITS, UNLESS PERMISSION IS GRANTED, IN WRITING, FROM THE DEPARTMENT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE FROG EXCLUSION ZONE THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE FROG EXCLUSION ZONE TRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE FROG EXCLUSION ZONE DRIFT FENCE AS SHOWN ON THIS DRAWING, PRIOR TO PERFORMING ANY WORK IN THE WATER AREAS. AT EACH POINT OF TERMINATION SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL EXTEND THE FENCE 10 FEET INTO THE LAKE, AS SHOWN, ALLOWING SUITABLE ROOM TO INSTALL THE TURBIDITY CURTAIN AND PERFORM THE EXCAVATION WORK SHOWN ON DWG. 7. THE FROG EXCLUSION ZONE DRIFT FENCE SHALL BE INSTALLED (SEE DETAIL, DWG. 9) AND MAINTAINED THROUGHOUT ALL CONSTRUCTION ACTIVITIES. FAILURE TO REPAIR AND/OR REPLACE DAMAGED SECTIONS OF THE FROG EXCLUSION ZONE DRIFT FENCE SHALL RESULT IN THE WORK BEING IMMEDIATELY STOPPED UNTIL IT IS RE-ESTABLISHED. 10. THE CONTRACTOR SHALL INSTALL TWO (2) TURBIDITY CURTAINS IN THE AREA SHOWN THE CONTRACTOR SHALL INSTALL TWO (2) TURBIDITY CURTAINS IN THE AREA SHOWN ON THIS DRAWING AS DETAILED ON DWG. 9 AND IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. 11. THE CONTRACTOR SHALL UTILIZE THE AREA SHOWN ON THIS DRAWING FOR THE THE CONTRACTOR SHALL UTILIZE THE AREA SHOWN ON THIS DRAWING FOR THE HANDLING OF SEDIMENT EXCAVATED FROM THE WETLANDS AND LAKE AREAS UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE DIMENSIONS OF THE AREA SHALL NOT EXCEED 25 FEET BY 100 FEET AS SHOWN THIS DRAWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL CONSTRUCT THIS AREA TO PROTECT UNDERLYING SOIL FROM IMPACT. THE CONTRACTOR SHALL PREVENT ANY STORM WATER OR ANY DRAIN WATER GENERATED DURING THE SEDIMENT EXCAVATION ACTIVITIES FROM MIGRATING FROM THIS AREA. ALL WATER MUST BE COLLECTED FROM THIS AREA FOR PROPER TREATMENT AND DISCHARGE OR OFF-SITE DISPOSAL IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT A DETAIL INDICATING THE CONSTRUCTION OF THIS AREA FOR THE ENGINEER'S APPROVAL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL INSTALL A TEMPORARY ACCESS ROAD TO THE SEDIMENT HANDLING AREA. THE ACCESS ROAD SHALL BE CONSTRUCTED IN A MANNER TO PROTECT SUBSURFACE SOIL FROM ANY SPILLS AND OTHER SUCH INCIDENTS DURING USE. 12. CLEAR ALL TREES, BUSHES AND SHRUBS WITHIN THE CONTRACT LIMITS NECESSARY TO CLEAR ALL TREES, BUSHES AND SHRUBS WITHIN THE CONTRACT LIMITS NECESSARY TO COMPLETE THE WORK, EXCEPT THOSE TREES MARKED BY THE DEPARTMENT TO BE PROTECTED. IF TREES SCHEDULED FOR PROTECTION ARE DAMAGED OR REMOVED BY THE CONTRACTOR, THEY SHALL BE REPLACED, IN-KIND, AT NO ADDITIONAL COST TO THE DEPARTMENT. THE CONTRACTOR SHALL NOT CLEAR MORE VEGETATION THAN NECESSARY TO PERFORM THE WORK. THE CONTRACTOR SHALL INDICATE THE PROPOSED LIMITS OF VEGETATION CLEARING TO THE DEPARTMENT FOR APPROVAL PRIOR TO THE CLEARING OF ANY VEGETATION. THE CONTRACTOR SHALL RETAIN UP TO FIVE REMOVED TREES FOR PLACEMENT WITHIN THE AREA OF WORK SUBSEQUENT TO THE RESTORATION ACTIVITIES. THESE TREES SHALL BE CUT AT THE GROUND SURFACE AND RETAINED, AND THEIR STUMPS REMOVED FOR PROPER OFF-SITE DISPOSAL. THESE PLACED TREES SHALL SERVE AS FROG HABITAT POST REMEDIATION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING STABILIZED CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING STABILIZED CONSTRUCTION ENTRANCE, EQUIPMENT DECONTAMINATION AREA, AND STAGING AND STORAGE AREAS (SEE DETAILS, DWGS. 9 AND 11) PRIOR TO PERFORMING ANY EXCAVATION WORK AT THE SITE, AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND PROPER UPKEEP OF ALL THESE ITEMS FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE TO COMPLETELY SURROUND THE TRAILER STAGING AND PARKING AREA, AS APPROVED BY THE ENGINEER, IN ACCORDANCE WITH THE SPECIFICATIONS. 14. THE CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROAD IN ACCORDANCE WITH THE THE CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROAD IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE CONTRACT DOCUMENTS AND AS SPECIFIED (SEE DETAIL, DWG. 11). 15. SEDIMENT, EROSION AND STORM WATER CONTROL MEASURES SHALL BE INSTALLED IN SEDIMENT, EROSION AND STORM WATER CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED STORM WATER MANAGEMENT FOR EROSION CONTROL PLAN. 16. THE CONTRACTOR SHALL INSTALL OFFICE TRAILERS, TEMPORARY ELECTRIC/TELEPHONE/ THE CONTRACTOR SHALL INSTALL OFFICE TRAILERS, TEMPORARY ELECTRIC/TELEPHONE/ INTERNET, AND TEMPORARY PARKING IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND CONTRACTOR'S APPROVED WORK PLAN. 17. THE CONTRACTOR SHALL PROTECT FALLEN WILLOW TREE ALONG LAKE SHORELINE AS THE CONTRACTOR SHALL PROTECT FALLEN WILLOW TREE ALONG LAKE SHORELINE AS INDICATED ON THIS DRAWING DURING THE DURATION OF ALL WORK.
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CONTRACTOR TO INSTALL FROG EXCLUSION ZONE DRIFT FENCE EXTENDING APPROXIMATELY 10 FT. INTO LAKE. SEE NOTE 9
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CONTRACTOR TO INSTALL TWO (2) TURBIDITY CURTAINS AS SHOWN, SEE NOTE 10
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PROPERTY LINE AND CONTRACT LIMITS COINCIDE IN THIS AREA
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WILLOW TREE. SEE NOTE 17
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CONTRACTOR TO LOCATE SEDIMENT HANDLING AREA IN THIS AREA FOR TEMPORARY SEDIMENT STAGING PRIOR TO OFF-SITE TRANSPORTATION AND DISPOSAL
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CONTRACTOR TO INSTALL FROG EXCLUSION ZONE DRIFT FENCE EXTENDING APPROXIMATELY 10 FT. INTO LAKE. SEE NOTE 9
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PROPERTY LINE AND CONTRACT LIMITS COINCIDE IN THIS AREA
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CONTRACTOR SHALL INSTALL TRAILER STAGING AND PARKING AREA IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE CONTRACT DOCUMENTS. TEMPORARY FENCE WITH THE APPROPRIATE NUMBER OF GATES, AS APPROVED BY THE ENGINEER, SHALL BE INSTALLED SURROUNDING THIS AREA
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CONTRACTOR STAGING AND STORAGE AREA
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CONTRACTOR SHALL DECOMMISSION AND REMOVE OVERHEAD ELECTRIC LINES
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STABILIZED CONSTRUCTION ENTRANCE SEE NOTE 13.
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CONTRACTOR SHALL COORDINATE RELOCATION OF OVERHEAD UTILITY LINES TO FACILITATE CONTRACTOR'S ACCESS TO THE SITE, AS NEEDED
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CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROAD (SEE DETAIL DWG. 11)
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EXIST. GUARDRAIL
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FROG EXCLUSION ZONE DRIFT FENCE TO BE INSTALLED AT SOUTHERN AND EASTERN LIMITS OF STAGING AREA
Page 8: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

SCOPE OF WORK

LEGEND:

LIMIT OF EXCAVATION COORDINATES

7

WATER AREAS -

REMEDIATION PLAN

CONTRACT NO. D010013

AS NOTED

SCALE: 1" = 40'

PLAN

F:\3150\D

wg\05C

\3150-P

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g, 7, 6/12/2017 11:09:12 A

M, D

BC

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CONTRACTOR STAGING AND STORAGE AREA
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Easting
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WILLOW TREE SEE DWG. 3
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CL
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S12°41'30"E
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50.60'
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S30°51'26"E
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134.38'
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S70°19'32"E
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100.46'
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N73°49'09"W
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N70°38'04"W
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edge of shore
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L=46.95' R=25.00'
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N39°56'15"E 118.57'
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THIS SCOPE OF WORK PROVIDES A GENERAL OVERVIEW OF THE REMEDIAL WORK TO BE PERFORMED IN THE WATER AREAS BY THE CONTRACTOR. THIS SCOPE OF WORK DOES NOT RELIEVE CONTRACTOR FROM PROVIDING A DETAILED CONSTRUCTION SCHEDULE TO THE ENGINEER FOR APPROVAL, AS REQUIRED BY THE TECHNICAL SPECIFICATIONS. IT ALSO DOES NOT RELIEVE THE CONTRACTOR OF PERFORMING ALL THE WORK AS SHOWN ON THE PLANS AND INCLUDED IN THE TECHNICAL SPECIFICATIONS. * REMEDIATION WORK IN THE WATER AREAS SHALL BE PERFORMED BETWEEN DECEMBER 1 AND MARCH 15. * THE CONTRACTOR SHALL SURVEY THE EXISTING SURFACES PRIOR TO EXCAVATION, FINAL SURFACES OF THE EXCAVATION PRIOR TO FILLING, CONFIRMATION SAMPLE LOCATIONS AND THE FINAL SURFACES OF GENERAL FILL/TOPSOIL FOR "AS-BUILT" CONDITIONS, CONFORMING TO THE REQUIREMENTS PROVIDED IN THE TECHNICAL SPECIFICATIONS. CONTRACTOR'S SURVEYS SHALL BE USED TO ESTABLISH QUANTITIES FOR PAYMENT. REFER TO SECTION XII-MEASUREMENT FOR PAYMENT OF THE CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS. * THE CONTRACTOR SHALL UTILIZE THE PROVIDED SURVEY COORDINATES TO LOCATE AND MARK THE EXCAVATION LIMITS PRIOR TO PERFORMING THE WORK. THE HORIZONTAL COORDINATE SYSTEM IS AS SPECIFIED ON DWG. 2. * EXCAVATION SHALL BE MADE TO THE HORIZONTAL AND VERTICAL LIMITS AS SHOWN HEREIN, OR AS DIRECTED BY THE ENGINEER, AND TO SUCH WIDTHS AS SHALL PROVIDE SUITABLE ROOM FOR ALL REQUIRED BRACING, SHORING, SLOPING/BENCHING AND SUPPORTING. WHERE SHOWN, HORIZONTAL COORDINATES SHALL BE USED TO LOCATE THE LIMITS OF EXCAVATION. HORIZONTAL LIMITS OF EXCAVATION REPRESENT THE LIMITS OF THE REQUIRED EXCAVATION AT THE BOTTOM OF THE EXCAVATION AREA. * EXCAVATIONS SHALL BE OPEN EXCAVATIONS, SLOPED, BENCHED AND/OR SHEETED AND BRACED WHERE NECESSARY TO PREVENT POSSIBLE INJURY TO PERSONNEL AND EQUIPMENT. THE CONTRACTOR SHALL SHEET AND BRACE EXCAVATIONS WHERE SLOPING/BENCHING IS NOT POSSIBLE EITHER BECAUSE OF SPACE RESTRICTIONS OR STABILITY. ALL SHEETING, WALERS, SHORING AND BRACING SHALL BE DESIGNED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NEW YORK. THE DEPARTMENT WILL NOT REIMBURSE THE CONTRACTOR FOR REMOVAL, HANDLING, DISPOSAL AND BACKFILL AND COMPACTION OF ANY OVER EXCAVATED MATERIALS. * THE CONTRACTOR SHALL DEMONSTRATE THE ADEQUACY OF THE REACHED DEPTHS TO THE LIMITS SHOWN ON THIS DRAWING TO THE ENGINEER. THE ENGINEER SHALL DIRECT ADDITIONAL EXCAVATION NECESSARY TO REACH SPECIFIED DEPTHS. * THE CONTRACTOR SHALL COLLECT AND ANALYZE WASTE CHARACTERIZATION SAMPLES REQUIRED FOR DISPOSAL. REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL WASTE CHARACTERIZATION REQUIREMENTS. * THE CONTRACTOR SHALL COLLECT CONFIRMATION SAMPLES FROM THE EXCAVATION AREAS AT THE SIDEWALL AND BASE OF THE EXCAVATION AREAS AS REQUIRED BY THE TECHNICAL SPECIFICATIONS. BACKFILL OF EXCAVATIONS SHALL NOT TAKE PLACE UNTIL CONFIRMATION SAMPLE RESULTS HAVE BEEN APPROVED FOR THE AREA IN QUESTION BY THE ENGINEER. * THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOADING AND OFF-SITE TRANSPORTATION AND DISPOSAL OF EXCAVATED MATERIAL AT AN APPROVED FACILITY(IES). REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL WASTE TRANSPORTATION AND DISPOSAL REQUIREMENTS. THE CONTRACTOR SHALL COLLECT AND PROPERLY DISPOSE OFF-SITE ANY LEAKED LIQUIDS IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. * ALL EXCAVATION WITHIN THE LAKE AND WETLANDS SHALL COMPLY WITH ALL APPLICABLE REGULATIONS, THE TECHNICAL SPECIFICATIONS AND THE CONTRACTOR APPROVED SUBMITTALS. * BEDROCK MAY BE ENCOUNTERED DURING EXCAVATION. BEDROCK REMOVAL WILL NOT BE REQUIRED AS PART OF THIS PROJECT. IF BEDROCK IS ENCOUNTERED. THE TOP OF BEDROCK SHALL BE CONSIDERED THE BOTTOM OF EXCAVATION EVEN IF THIS DRAWING INDICATES EXCAVATION TO GREATER DEPTHS IS REQUIRED. ALL SOIL MUST BE CLEARED TO THE TOP OF ANY BEDROCK FOR PROPER OFF-SITE DISPOSAL. * THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO PREVENT REMEDIATED AREAS OR ANY OTHER AREAS OUTSIDE THESE EXCAVATION LIMITS FROM BEING CONTAMINATED DURING THE SEDIMENT REMOVAL ACTIVITIES OR FROM ANY DRAIN WATER RELEASED FROM THE SEDIMENT. IN THE EVENT PREVIOUSLY REMEDIATED OR ANY OTHER AREAS BECOME CONTAMINATED DUE TO THESE ACTIVITIES OR THE FAULT OF THE CONTRACTOR, THE CONTRACTOR SHALL REMOVE THE CONTAMINATED AREAS AND PERFORM CONFIRMATION SOIL SAMPLING TO THE SATISFACTION OF THE DEPARTMENT AT THE CONTRACTOR'S EXPENSE. * THE CONTRACTOR SHALL PROTECT ALL PIEZOMETERS TO THE BEST OF HIS EFFORTS DURING THE EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL RE-ESTABLISH OR REPLACE IN-KIND ANY PIEZOMETER DAMAGED OR REMOVED DURING THE EXCAVATION ACTIVITIES. PIEZOMETERS SHALL BE PLACED IN THEIR EXISTING LOCATIONS, AS APPROVED BY THE ENGINEER. THE FINAL LOCATIONS OF THE PIEZOMETERS MUST BE SURVEYED FOR HORIZONTAL AND VERTICAL COORDINATES REGARDLESS OF WHETHER THEY WERE ADEQUATELY PROTECTED, RE-ESTABLISHED OR REPLACED. * UPON COMPLETION OF REMEDIATION IN WATER AREAS, THE CONTRACTOR SHALL PROVIDE RESOURCES TO PROTECT, SECURE AND MAINTAIN THE WATER AREAS UNTIL THE START OF SITE RESTORATION WORK. FOLLOWING THE ENGINEER'S APPROVAL OF THE EXCAVATION LIMITS AND THE CONFIRMATION SOIL SAMPLE RESULTS, THE CONTRACTOR SHALL BACKFILL THE AREAS AND STABILIZE THE AREA WITH EROSION CONTROL MATERIALS (SEE DWG. 9) IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS PRIOR TO FEBRUARY 15.
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APPROXIMATE LIMITS OF EXCAVATION TO 0.5 FOOT DEPTH APPROXIMATE LIMITS OF EXCAVATION TO 1 FOOT DEPTH APPROXIMATE LIMITS OF EXCAVATION TO 2 FOOT DEPTH
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SEDIMENT HANDLING AREA
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ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

8

SITE RESTORATION PLAN

CONTRACT NO. D010013

AS NOTED

LEGEND:

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EASEMENT
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WETLAND AREA "F"
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WETLAND AREA "A"
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WETLAND AREA "B"
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WETLAND AREA "D"
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WETLAND AREA "E"
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ELEV.=532.81
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L=46.95' R=25.00'
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R=378.50' L=130.65'
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N39°56'15"E 118.57'
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POINT OF BEGINNING
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AREA=9.9076 ACRES 16-1-3.12 AREA=431,576 S.F.
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TREELINE
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OE
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PROPERTY LINE AND CONTRACT LIMITS COINCIDE IN THIS AREA
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RESTORE WETLAND AND LAKE BOTTOM AREAS IN ACCORDANCE WITH THE WETLAND AND LAKE BOTTOM RESTORATION SPECIFICATION (SECTION 02488). SEE PLANTING DETAILS DWG. 11
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REPLACE TREES REMOVED DURING CONSTRUCTION, AS MARKED IN THE FIELD, AND OUTLINED BY THE TECHNICAL SPECIFICATIONS. SEE PLANTING DETAILS DWG. 11
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REMOVE TURBIDITY CURTAIN AT THE DIRECTION OF THE ENGINEER (SEE NOTE 5 THIS DRAWING)
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PLACE TREES PREVIOUSLY CUT AT GROUND SURFACE AT THE DIRECTION OF THE DEPARTMENT IN THE AREAS SELECTED BY THE DEPARTMENT TO FORM NORTHERN CRICKET FROG HABITAT.
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REMOVE FROG EXCLUSION ZONE DRIFT FENCE AT THE DIRECTION OF THE ENGINEER (SEE NOTE 5 THIS DRAWING)
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CONTRACTOR SHALL MOW THE TEMPORARY COVER AND PLACE 6" LAYER OF TOPSOIL OVER THE AREAS TO BE SEEDED
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EXIST. GUARDRAIL
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1. ALL SEEDING AND PLANTING WORK WHICH SHALL BE DONE AS ALL SEEDING AND PLANTING WORK WHICH SHALL BE DONE AS PART OF SITE RESTORATION IN THE UPLAND AND WATER AREAS SHALL BE PERFORMED WITHIN THE PLANTING AND SEEDING WINDOWS SPECIFIED IN THE CONTRACT DOCUMENTS. ANY RESTORATION REQUIRING HEAVY MACHINERY SHALL BE COMPLETED BETWEEN JUNE 1 AND AUGUST 15 FOR UPLAND AREAS AND DECEMBER 1 AND MARCH 15 FOR WETLAND/LAKE AREAS. 2. SITE RESTORATION IN A GIVEN AREA SHALL NOT BE INITIATED SITE RESTORATION IN A GIVEN AREA SHALL NOT BE INITIATED UNTIL THE ENGINEER HAS APPROVED THE HORIZONTAL AND VERTICAL EXTENT OF EXCAVATION AND ALL CONFIRMATION SAMPLE RESULTS ASSOCIATED WITH THAT AREA. 3. AS PART OF SITE RESTORATION, THE ON-SITE GRAVEL ACCESS AS PART OF SITE RESTORATION, THE ON-SITE GRAVEL ACCESS ROAD AND STAGING AREA AS WELL AS THE EQUIPMENT DECONTAMINATION AREA, SHALL BE EXCAVATED AND TRANSPORTED OFF-SITE FOR PROPER DISPOSAL. 4. THE TEMPORARY FENCE AND TRAILERS ASSOCIATED WITH THE THE TEMPORARY FENCE AND TRAILERS ASSOCIATED WITH THE OFF-SITE TRAILER STAGING AREA SHALL BE REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. THE OFF-SITE GRAVEL TRAILER STAGING AND PARKING AREA SHALL BE EXCAVATED AND TRANSPORTED OFF-SITE FOR PROPER DISPOSAL. 5. THE FROG EXCLUSION ZONE DRIFT FENCE, STABILIZED THE FROG EXCLUSION ZONE DRIFT FENCE, STABILIZED CONSTRUCTION ENTRANCE AND TURBIDITY CURTAIN SHALL REMAIN IN-PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL NOTIFIED BY THE DEPARTMENT IN WRITING THAT THESE MEASURES CAN BE REMOVED, AT WHICH TIME THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THESE ITEMS IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. 6. THE CONTRACTOR SHALL PROTECT ALL PIEZOMETERS TO THE THE CONTRACTOR SHALL PROTECT ALL PIEZOMETERS TO THE BEST OF HIS EFFORTS DURING THE RESTORATION ACTIVITIES. THE CONTRACTOR SHALL RE-ESTABLISH OR REPLACE IN-KIND ANY PIEZOMETER DAMAGED OR REMOVED DURING THE RESTORATION ACTIVITIES. PIEZOMETERS SHALL BE PLACED IN THEIR EXISTING LOCATIONS, AS APPROVED BY THE ENGINEER. THE FINAL LOCATIONS OF THE PIEZOMETERS MUST BE SURVEYED FOR HORIZONTAL AND VERTICAL COORDINATES REGARDLESS OF WHETHER THEY WERE ADEQUATELY PROTECTED, RE-ESTABLISHED OR REPLACED. 7. THE CONTRACTOR SHALL PROVIDE FOR TWO (2) DAYS IN THE THE CONTRACTOR SHALL PROVIDE FOR TWO (2) DAYS IN THE FIELD OF SUFFICIENT LABOR, EQUIPMENT AND MATERIAL TO TRANSPLANT WETLANDS VEGETATION FROM NEARBY AREAS TO THE WETLANDS RESTORATION AREA AT THE DIRECTION OF THE DEPARTMENT. 8. THE CONTRACTOR SHALL, AT THE DIRECTION OF THE THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEPARTMENT, RETAIN UP TO 5 TREES CUT AT GROUND SURFACE FOR PLACEMENT WITHIN AREAS OF WORK SUBSEQUENT TO THE RESTORATION ACTIVITIES.
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WETLAND RESTORATION AREA - ZONE A
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WETLAND RESTORATION AREA - ZONE B
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WETLAND RESTORATION AREA - ZONE C
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WETLAND RESTORATION AREA - ZONE D
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TOPSOIL/SEED
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TOPSOIL/SEED
Page 10: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

EROSION PROTECTION WITH

SOIL STABILIZATION MATTING

SEDIMENT CONTROL DETAIL FOR

STOCKPILING OF ERODIBLE MATERIAL

STABILIZED CONSTRUCTION ENTRANCE

TYPICAL FROG EXCLUSION

ZONE DRIFT FENCE DETAIL

TURBIDITY CURTAIN

N.T.S.

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

9

SEDIMENT CONTROL

DETAILS

CONTRACT NO. D010013

AS NOTED

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1. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. SOIL EROSION AND SEDIMENT CONTROL SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF CONSERVATION'S 2005 NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL HEREIN REFERRED TO AS THE "STATE STANDARDS". 3. ANY DISTURBED AREAS THAT WILL NOT RECEIVE PERMANENT RESTORATION WITHIN TEN (10) DAYS AFTER FINAL GRADING, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY COVER. THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE STATE STANDARDS. 4. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH SHALL BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. 5. ANY SEDIMENT TRAPS PROPOSED BY THE CONTRACTOR SHALL BE STONE OUTLET SEDIMENT TRAP: ST-J, AS DETAILED BY THE STATE STANDARDS. 6. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E., STEEP SLOPES AND ROADWAY EMBANKMENTS) SHALL RECEIVE A TEMPORARY COVER OF STRAW MULCH OR A SUITABLE EQUIVALENT AT A RATE OF TWO (2) TONS PER ACRE, ACCORDING TO THE STATE STANDARDS. 7. IN ACCORDANCE WITH THE STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, ANY SOIL HAVING A pH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A pH OF 5 OR MORE PRIOR TO SEEDBED PREPARATION. 8. THE DEPARTMENT AND THE ENGINEER SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
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9. AT THE TIME WHEN THE 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 WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION SHALL BE EMPLOYED. 10. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO MAINTAIN DUST CONTROL. ACCESS ROADS SHALL BE SPRINKLED WITH POTABLE WATER OR GIVEN A SURFACE OF CRUSHED STONES AS REQUIRED. VEHICLES SHALL BE CLEANED, AS NECESSARY, PRIOR TO USING PUBLIC STREETS. PAVED ROADS SHALL BE SPRINKLED WITH WATER. 11. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE LOCATED IN THE FIELD IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED WORK PLAN. THE CONTRACT DRAWINGS ARE NOT INTENDED TO SHOW THE LOCATION AND DETAILS FOR ALL SUCH DEVICES BUT ARE TO BE USED AS A REASONABLE GUIDE. 12. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE DEPARTMENT AND THE ENGINEER. THE REVISED PLANS MUST BE PREPARED BY THE CONTRACTOR AND MUST MEET THE CURRENT STATE STANDARDS. 13. THE CONTRACTOR SHALL COMPLY WITH THE SUBSTANTIVE REQUIREMENTS OF ALL APPLICABLE PERMITS. 14. UPON COMPLETION OF CONSTRUCTION WORK AND AFTER FINAL GRADING AND WHEN PERMANENT STABILIZATION HAS BEEN ESTABLISHED, HAY BALES, SILT FENCES AND ALL OTHER SEDIMENT CONTROL PRACTICES SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR, UNLESS ORDERED TO REMAIN BY THE ENGINEER. 15. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 16. CATCH BASIN INLETS MUST BE PROTECTED PRIOR TO START OF CONSTRUCTION.
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17. THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION OPERATIONS FOR REVIEW AND SUBMITTAL TO THE ENGINEER. 18. THE CONTRACTOR SHALL MEET ENGINEER ON-SITE TO DEFINE THOSE AREAS WHICH WILL REQUIRE SOIL EROSION AND SEDIMENT CONTROL FACILITIES, DISCUSS THEIR CONSTRUCTION AND THEREAFTER PROVIDE DETAILED PLANS FOR REVIEW OF SUCH FACILITIES BY THE DEPARTMENT AND THE ENGINEER. 19. ANY SEDIMENT FILTERS PROPOSED BY THE CONTRACTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE STANDARDS AND THE DETAILS OF DESIGN AND CONSTRUCTION SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AND ALL OTHER PERTINENT AGENCIES FOR REVIEW. 20. THE PROJECT IS ANTICIPATED TO BE COMPLETED WITHIN THE TIME ALLOTMENT AS SPECIFICALLY DESCRIBED IN THE CONTRACT DOCUMENTS. 21. SOIL STABILIZATION METHODS SHALL BE UNDERTAKEN COINCIDENTALLY WITH ALL MAJOR SITE IMPROVEMENTS AND CONTINUE DURING THE ENTIRE CONSTRUCTION ACTIVITY PERIOD. 22. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES DAILY AND AS NECESSARY DURING STORM EVENTS TO MAINTAIN PROPER FUNCTION. EROSION CONTROL MEASURES SHALL BE REPAIRED OR REPLACED IMMEDIATELY AS REQUIRED.
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STOCKPILE OF
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ERODIBLE MATERIAL
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N.T.S.
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N.T.S
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1. STONE SIZE - USE 1"-4" STONE, WITH A MEDIAN STONE SIZE OF 3" OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PROVIDE INDEPENDENT LABORATORY GRADATION ANALYSIS PRIOR TO INSTALLATION. 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN TWELVE (12) INCHES AFTER COMPACTION. 4. WIDTH - 25 FOOT BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCUR. 5. FILTER FABRIC - SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO THE PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAINFALL EVENT. 10. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE AREA USED FOR THE UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE AREA USED FOR THE THE AREA USED FOR THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE RESTORED IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE SITE RESTORATION PLAN TO THE LINES, GRADES AND DIMENSIONS OF THE EXISTING CONDITIONS (AS THEY EXISTED PRIOR TO INSTALLATION OF THE STABILIZED CONSTRUCTION ENTRANCE).
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START AT EXIST. PAVEMENT
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FILTER FABRIC
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COMPACTED SUBGRADE
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CLEAN STONE
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TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES. 3' SPACING 4 INCHES DOWN FROM TRENCH.
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PREPARE ANCHORING TRENCHES AT THE TOP AND BOTTOM OF SLOPES. BURY THE TOP ENDS OF THE MATTING STRIPS IN A TRENCH 6 INCHES OR MORE IN DEPTH.
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GRADE
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EROSION STOP-FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLE ROW OF STAPLES. EROSION STOPS SHOULD BE INSTALLED AT THE MIDPOINT OF SLOPES GREATER THAN 50 FEET IN LENGTH; OR AT 50-FOOT INTERVALS MEASURED FROM TOP OF SLOPES GREATER THAN 100 FEET IN LENGTH.
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GRADE
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GRADE
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OVERLAP-BURY UPPER END OF LOWER STRIP AS IN "A" AND "B". OVERLAP END OF TOP STRIP 3 INCHES AND STAPLE AT 3' INTERVALS.
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N.T.S.
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HAY BALES OR SILT FENCE (TYP.). PER 2005 NEW YORK STATE STANDARDS ARE SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL
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FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. TOP AND BOTTOM LINER SHALL BE PROVIDED FOR STOCKPILING CONTAMINATED MATERIALS. REFER TO THE SPECIFICATIONS.
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PLACE STAPLES 4' TO 10' APART
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ALLOW 4" MIN. OVERLAP
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WOODEN POST
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GRADE
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N.T.S.
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3'-6"
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MIN.
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16" (MIN.)
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1.THE BOTTOM END OF THE FROG EXCLUSION ZONE THE BOTTOM END OF THE FROG EXCLUSION ZONE DRIFT FENCE SHALL BE BURIED IN A 6-INCH DEEP TRENCH AND THE TRENCH BACKFILLED.
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WORK ZONE
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MIRAFI 140 FABRIC OR EQUIVALENT
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WIRE FENCE
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GRADE
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1. INSTALLATION OF THE FROG EXCLUSION ZONE DRIFT FENCES SHALL BE INSTALLATION OF THE FROG EXCLUSION ZONE DRIFT FENCES SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED BIOLOGIST/HERPETOLOGIST. THE CONTRACTOR SHALL ERECT THE FENCE TO THE LIMITS SHOWN ON THE CONTRACT DRAWINGS. DURING WORK COMPLETED IN THE WATER AND AS SHOWN ON THE CONTRACT DRAWINGS, TWO SILT FENCE ARMS SHALL BE EXTENDED OUT INTO THE LAKE FOR APPROXIMATELY 10-FEET. THE BOTTOM END OF THE FROG EXCLUSION DRIFT FENCE SHALL BE BURIED IN A 6-INCH DEEP TRENCH, BACKFILLED AND TAMPED ON BOTH SIDES. FROG EXCLUSION DRIFT FENCES SHALL BE ERECTED AT A 75-DEGREE ANGLE WITH EXTRA SUPPORTING WOODEN STAKES. 2. AFTER INSTALLATION, A QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL BE PERMITTED AFTER INSTALLATION, A QUALIFIED BIOLOGIST/HERPETOLOGIST SHALL BE PERMITTED (2) DAYS TO CLEAR FROGS FROM THE WORK AREA.
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FILTER FABRIC WITH FOLDS FOR WATER FLUCTUATION
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EXISTING GROUND
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CHAIN OR WEIGHT
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STILLWATER SCREEN BY ELASTEC AMERICAN MARINE OR APPROVED EQUAL (TYP. OF 2)
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%%USECTION
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NOTE: CONTRACTOR SHALL ATTACH SCREEN AND WEIGHTS/CHAINS TO STAKES, POSTS OR SECURE TURBIDITY CURTAIN BY OTHER APPROVED METHODS SO THAT THE CURTAIN FOLLOWS THE LINE OF PROPOSED SEDIMENT REMOVAL.
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NOTE: 1. ONLY 100% BIODEGRADABLE EROSION ONLY 100% BIODEGRADABLE EROSION CONTROL FABRIC SHALL BE UTILIZED. PHOTODEGRADABLE FABRICS ARE NOT BIODEGRADABLE AND SHALL NOT BE USED. 2. THE LIMITS OF ANY SOIL STABILIZATION THE LIMITS OF ANY SOIL STABILIZATION MATTING REQUIRED FOR THIS PROJECT SHALL BE DEFINED IN THE CONTRACTOR'S STORM WATER MANAGEMENT FOR EROSION CONTROL PLAN. REFER TO SPEC 00014 OF THE STANDARD SPECIFICATIONS AND SECTIONS 01655, 02113 AND 02114 OF THE SUPPLEMENTARY SPECIFICATIONS FOR ADDITIONAL DETAILS. THESE EROSION CONTROL MATERIALS ARE ONLY INTENDED TO PROVIDE SOIL EROSION RESISTANCE FOR SIDE SLOPES OR TEMPORARY STABILIZATION.
Page 11: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

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TYPICAL UPLAND RESTORATION DETAIL

FOR EXCAVATION > 6" IN DEPTH

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TYPICAL UPLAND RESTORATION DETAIL FOR AREAS CONTAINING

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WETLANDS PLANTING SCHEDULE:

NOTE:

NOTE:

NOTE:

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

10

DETAILS I

CONTRACT NO. D010013

AS NOTED

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520
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530
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540
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0+00
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0+20
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0+40
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0+60
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0+80
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1+00
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1+40
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1+60
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PROPOSED FINAL GRADE
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520
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530
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540
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510
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GROUND WATER
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ZONE D VEGETATION
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ZONE C VEGETATION
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ZONE B VEGETATION
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ZONE A VEGETATION
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WETLAND DELINEATION LINE
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PZ-1 EL.534.22
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PZ-2 EL.533.44
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PZ-3 EL.531.75
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530.81 ELEVATION AT DAM
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1+20
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GW 531.22
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GW 530.98
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SHORE LINE
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WETLAND
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EXISTING GRADE
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LAKE
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CONTRACT LIMITS
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GW 531.27
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EXCAVATION LIMIT
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TOPSOIL BACKFILL PER SPECIFICATION 02487
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PROPOSED FINAL GRADE (TO MATCH EXISTING GRADE TO EXTENT PRACTICABLE)
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WETLANDS/LAKE BOTTOM FILL MATERIAL PER SPECIFICATION 02488
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PROPOSED FINAL GRADE
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12" WETLAND LAKE BOTTOM FILL
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LINE OF EXCAVATION
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EXISTING SUBGRADE
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PROPOSED FINAL GRADE
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6" WETLAND/ LAKE BOTTOM FILL
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LINE OF EXCAVATION
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EXISTING SUBGRADE
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WETLAND SEED MIX (SEE DWG. 11)
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WETLANDS RESTORATION PLANTINGS (SEE SCHEDULE THIS DWG.)
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PROPOSED FINAL GRADE
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6" TOPSOIL
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LINE OF EXCAVATION
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EXISTING SUBGRADE
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SEED MIX B (SEE DWG. 11)
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UPLAND TREE PLANTINGS PER SPECIFICATION 02487
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PROPOSED FINAL GRADE
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1-6" TO 7'-6" GENERAL FILL (DEPENDING UPON DEPTH OF REQ'D EXCAVATION AND PROPOSED FINAL GRADE)
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LINE OF EXCAVATION
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EXISTING SUBGRADE
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SEED MIX B (SEE DWG. 11)
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UPLAND TREE PLANTINGS PER SPECIFICATION 02487
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6" TOPSOIL
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1'-6" TO 7-6" GENERAL FILL (DEPENDING UPON DEPTH OF REQ'D EXCAVATION AND PROPOSED FINAL GRADE)
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UPLAND TREE PLANTING (SEE SPECIFICATION 02487)
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SEED MIX B (SEE DWG. 11)
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FOUNDATION CUT 2'-0" MIN. BELOW GRADE
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6" LAYER COMPACTED CONCRETE SAND
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6 OUNCE GEOTEXTILE
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DRAINAGE OPENING (SEE DWG. 4)
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GRAVEL
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LINE OF EXCAVATION (RANGES FROM 2'-0" TO 8'-0" BELOW GRADE
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1. ZONE D: PLANT SENSITIVE FERN (ONOCLEA SENSIBILIS) AT A DENSITY OF THREE PLANTS PER SQUARE METER. PLANT ONE ZONE D: PLANT SENSITIVE FERN (ONOCLEA SENSIBILIS) AT A DENSITY OF THREE PLANTS PER SQUARE METER. PLANT ONE STAGGERBUSH (LYONIA MARIANA) OR SMOOTH AZALEA (RHODODENDRON ARBORESCENS) AT A DENSITY OF ONE PLANT PER 15 SQUARE METERS. ALSO APPLY SEED MIX TO ZONE D. REFER TO THE DWG 11 AND THE TECHNICAL SPECIFICATIONS FOR WETLANDS SEEDING REQUIREMENTS. 2. ZONE C HERBACEOUS LAYER: PLANT EITHER ONE FALSE NETTLE (BOEHMERIA CYLINDRICA) OR ONE SWAMP LOOSESTRIFE (DECODON ZONE C HERBACEOUS LAYER: PLANT EITHER ONE FALSE NETTLE (BOEHMERIA CYLINDRICA) OR ONE SWAMP LOOSESTRIFE (DECODON VERTICILLATUS) PER SQUARE METER. TO EACH SQUARE METER, PLANT UP TO THREE MARSH FERNS (THELYPTERIS PALUSTRIS) AND ONE EACH ARROW ARUM (PELTANDRA VIRGINICA) AND MARSH ST. JOHN'S WORT (HYPERICUM VIRGINICUM). ALSO APPLY SEED MIX TO ZONE C. REFER TO THE DWG 11 AND THE TECHNICAL SPECIFICATIONS FOR WETLANDS SEEDING REQUIREMENTS. ZONE C SHRUB LAYER: PLANT ONE BUTTON BUSH (CEPHALANTHUS OCCIDENTALIS) FOR EVERY 10 SQUARE METERS. 3. ZONE B: PLANT EIGHT SWAMP SMARTWEED (PERSICARIA HYDROPIPEROIDES) AND FOUR ARROW ARUM (PELTANDRA VIRGINICA) PER ZONE B: PLANT EIGHT SWAMP SMARTWEED (PERSICARIA HYDROPIPEROIDES) AND FOUR ARROW ARUM (PELTANDRA VIRGINICA) PER SQUARE METER. IN EVERY OTHER SQUARE METER, PLANT ONE SWAMP LOOSESTRIFE (DECODON VERTICILLATUS) OR ONE NODDING BURR MARIGOLD (BIDENS CERNUA). ALSO APPLY SEED MIX TO ZONE B. REFER TO THE DWG 11 AND THE TECHNICAL SPECIFICATIONS FOR WETLANDS SEEDING REQUIREMENTS. 4. ZONE A: PLANT ONE SHRUB EVERY FIVE SQUARE MEETERS (BUTTONBUSH [CEPHALANTHUS OCCIDENTALIS], HAZEL ALDER [ALNUS ZONE A: PLANT ONE SHRUB EVERY FIVE SQUARE MEETERS (BUTTONBUSH [CEPHALANTHUS OCCIDENTALIS], HAZEL ALDER [ALNUS SERRULATA], SWEET PEPPERBUSH [CLETHRA ALNIFOLIA], HIGHBUSH BLUEBERRY [VACCINIUM CORYMBOSUM], OR SILKY DOGWOOD [CORNUS AMOMUM]) INTERSPERSED WITH SWAMP LOOSESTRIFE (DECODON VERTICILLATUS).
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1.FOR LAKE AREA REQUIRING REMOVAL OF 2' OF FOR LAKE AREA REQUIRING REMOVAL OF 2' OF SEDIMENT, 2' OF WETLAND LAKE BOTTOM FILL WILL BE REQUIRED.
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REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL WETLANDS RESTORATION REQUIREMENTS.
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CONTRACTOR SHALL ASSUME FOR BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES SHALL ASSUME FOR BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES SHALL ASSUME FOR BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES ASSUME FOR BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES ASSUME FOR BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES FOR BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES FOR BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES BIDDING PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES PURPOSES THAT THE ENTIRE LIMITS OF WETLAND ZONES THAT THE ENTIRE LIMITS OF WETLAND ZONES THAT THE ENTIRE LIMITS OF WETLAND ZONES THE ENTIRE LIMITS OF WETLAND ZONES THE ENTIRE LIMITS OF WETLAND ZONES ENTIRE LIMITS OF WETLAND ZONES ENTIRE LIMITS OF WETLAND ZONES LIMITS OF WETLAND ZONES LIMITS OF WETLAND ZONES OF WETLAND ZONES OF WETLAND ZONES WETLAND ZONES WETLAND ZONES ZONES ZONES D, C AND B WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL C AND B WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL C AND B WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL AND B WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL AND B WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL B WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL B WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL REQUIRE SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL SEEDING. HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL HOWEVER, THE ACTUAL EXTENT OF THESE ZONES THAT WILL THE ACTUAL EXTENT OF THESE ZONES THAT WILL THE ACTUAL EXTENT OF THESE ZONES THAT WILL ACTUAL EXTENT OF THESE ZONES THAT WILL ACTUAL EXTENT OF THESE ZONES THAT WILL EXTENT OF THESE ZONES THAT WILL EXTENT OF THESE ZONES THAT WILL OF THESE ZONES THAT WILL OF THESE ZONES THAT WILL THESE ZONES THAT WILL THESE ZONES THAT WILL ZONES THAT WILL ZONES THAT WILL THAT WILL THAT WILL WILL WILL REQUIRE SEEDING WILL BE ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND SEEDING WILL BE ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND SEEDING WILL BE ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND WILL BE ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND WILL BE ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND BE ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND BE ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND ADJUSTED IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND IN THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND THE FIELD IN CONSULTATION WITH THE DEPARTMENT AND FIELD IN CONSULTATION WITH THE DEPARTMENT AND FIELD IN CONSULTATION WITH THE DEPARTMENT AND IN CONSULTATION WITH THE DEPARTMENT AND IN CONSULTATION WITH THE DEPARTMENT AND CONSULTATION WITH THE DEPARTMENT AND CONSULTATION WITH THE DEPARTMENT AND WITH THE DEPARTMENT AND WITH THE DEPARTMENT AND THE DEPARTMENT AND THE DEPARTMENT AND DEPARTMENT AND DEPARTMENT AND AND AND THE ENGINEER AT THE TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS ENGINEER AT THE TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS ENGINEER AT THE TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS AT THE TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS AT THE TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS THE TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS THE TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS TIME OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS OF WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS WETLANDS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS RESTORATION. APPLICATION OF SEED TO WETLAND AREAS APPLICATION OF SEED TO WETLAND AREAS APPLICATION OF SEED TO WETLAND AREAS OF SEED TO WETLAND AREAS OF SEED TO WETLAND AREAS SEED TO WETLAND AREAS SEED TO WETLAND AREAS TO WETLAND AREAS TO WETLAND AREAS WETLAND AREAS WETLAND AREAS AREAS AREAS WITH STANDING WATER AT THE TIME OF RESTORATION WILL NOT BE COMPLETED.
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WETLANDS RESTORATION PLANTINGS (SEE SCHEDULE THIS DWG.)
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WETLAND SEED MIX (SEE DWG. 11)
Page 12: BUILDING DEMOLITION, SITE REMEDIATION AND … PART\ഠOF MOBILIZATION, THE CONTRACTOR SHALL COORDINATE THE PROPOSED EXCAVATION WORK WITH THE ENGINEER, THE DEPARTMENT AND THE OWNERS

EQUIPMENT DECONTAMINATION AREA DETAIL

DECIDUOUS TREE PLANTING DETAIL

FOR TREES UP TO 6" CALIPER

N.T.S.

NOTES:

NOTES:

NOTES:

SHRUB PLANTING DETAIL

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GROUND COVER PLANTING DETAIL

N.T.S.

PLANT NOTES:

GRAVEL ACCESS ROAD/PARKING AREAS

SEED MIX A: WETLAND SEED MIX ZONE D

SEED MIX B: LOW MAINTENANCE TURF MIX UPLAND AREAS

SEEDING NOTES:

SEED MIX C: WETLAND SEED MIX ZONES B AND C

ORANGE COUNTY

GLENMERE LAKE PROPERTY

BMV

PROJECT ENGINEER:

DESIGNED BY: CHECKED BY:

3150-05

PROJECT NO.

DATE:

SCALE:

DRAWING NO.

NO. DATE REVISION INT.

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NEW YORK

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW.

JUNE 2017

LVG

MRD MRD

DRAWN BY:

11

DETAILS II

CONTRACT NO. D010013

AS NOTED

F:\3150\D

wg\05C

\3150-D

T03.dw

g, 11, 6/12/2017 11:09:32 A

M, D

BC

add

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SUMP
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2% SLOPE
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PUMP
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40'-0" MIN.
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15'-0" MIN.
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2% SLOPE
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CRUSHED STONE BERM
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SUMP
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N.T.S.
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3/4" CRUSHED STONE
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16 OZ./S.Y. NON-WOVEN GEOTEXTILE
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40-MIL LLDPE LINER
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TO ON-SITE STORAGE TANKS/DRUMS FOR PROPER OFF-SITE DISPOSAL
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1'-0" HIGH CRUSHED STONE BERM (TYP.)
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EXISTING FILL
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PERFORATED 5-GALLON BUCKET
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PEA GRAVEL RAMP TO BE INSTALLED ON EITHER SIDE OF BERM
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NOTES: 1. SELECT FILL SHALL CONSIST OF CONCRETE SAND CONFORMING TO THE REQUIREMENTS OF SECTION 703-07 OF THE NYSDOT STANDARD SPECIFICATIONS. 2. THE CONTRACTOR SHALL EXCAVATE SOIL TO THE DEPTH SHOWN AS NEEDED TO INSTALL EQUIPMENT DECONTAMINATION AREA AT LOCATION AS SELECTED BY CONTRACTOR AND ACCEPTABLE BY ENGINEER. 3. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE MATERIALS USED FOR THE EQUIPMENT DECONTAMINATION AREA SHALL BE REMOVED, TRANSPORTED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 4. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL RESTORE AREA IN ACCORDANCE WITH THE SITE RESTORATION PLAN TO THE LINES, GRADES AND DIMENSIONS OF THE EXISTING CONDITIONS (AS THEY EXISTED PRIOR TO INSTALLATION OF THE EQUIPMENT DECONTAMINATION AREA).
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PEA GRAVEL RAMP TO BE INSTALLED ON EITHER SIDE OF BERM
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2% SLOPE
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DISCHARGE HOSE
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40-MIL LLDPE LINER WITH 6-INCHES OF PEA GRAVEL COVER
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DIRECTION OF TRAFFIC
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3" x 3" MILLED CEDAR OR 4" DIA. NATURAL CEDAR STAKES (2 PER TREE) IF PLANTED IN LAWN AREAS
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DRIVE STAKES AT ANGLE AND DRAW VERTICAL WITH WIRE TO CREATE TENSION
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1 " -2" DEPTH OF DOUBLE 12" -2" DEPTH OF DOUBLE SHREDDED BARK MULCH
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2" SAUCER (REMOVE AFTER ONE YEAR)
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SET ROOT BALL ON FIRM, UNDISTURBED SUBGRADE; REMOVE WIRE BASKET & DISPOSE OFF SITE
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REPORT ANY SUBSOIL WATER CONDITIONS TO THE ENGINEER PRIOR TO ANY PLANT INSTALLATION
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NYLON STRAP OR REINFORCED RUBBER HOSE SECURED ABOVE FIRST BRANCH
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3/16 GALVANIZED TURNBUCKLE
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TOP OF ROOT BALL TO BE FLUSH WITH GRADE; ROOT FLARE SHALL BE VISIBLE AFTER MULCHING
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2" x 4" x 30" CEDAR STAKE AT A 45 DEGREE ANGLE (3 PER TREE) IF PLANTED IN GROUND COVER AREAS
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BACKFILL SOIL
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1. ALL TREES TO BE WATERED IN THOROUGHLY ON DAY OF INSTALLATION REGARDLESS OF RAINFALL. ALL TREES TO BE WATERED IN THOROUGHLY ON DAY OF INSTALLATION REGARDLESS OF RAINFALL. 2. DO NOT HANDLE TREE BY TRUNK. DO NOT HANDLE TREE BY TRUNK. 3. WOUNDED TREE WILL NOT BE ACCEPTED. WOUNDED TREE WILL NOT BE ACCEPTED. 4. ALL NYLON/POLY STRINGS, ROPES, MATERIAL TO BE REMOVED FROM TREE AND DISPOSED OFF-SITE. ALL NYLON/POLY STRINGS, ROPES, MATERIAL TO BE REMOVED FROM TREE AND DISPOSED OFF-SITE. 5. DO NOT PRUNE TREE UNLESS DIRECTED BY THE ENGINEER. DO NOT PRUNE TREE UNLESS DIRECTED BY THE ENGINEER. 6. STAKES AND GUYS REQUIRED ONLY IN WINDY EXPOSED CONDITIONS. THE CONTRACTOR IS STAKES AND GUYS REQUIRED ONLY IN WINDY EXPOSED CONDITIONS. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE TREES WITH OR WITHOUT STAKES. 7. THE CONTRACTOR IS RESPONSIBLE FOR STRAIGHTENING TREE THROUGH THE GUARANTEE PERIOD THE CONTRACTOR IS RESPONSIBLE FOR STRAIGHTENING TREE THROUGH THE GUARANTEE PERIOD (VERIFY WITH THE ENGINEER). 8. USE GUY WIRES IN GROUND COVER AREA (REMOVE AFTER ONE YEAR).USE GUY WIRES IN GROUND COVER AREA (REMOVE AFTER ONE YEAR).
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1 " - 2" DOUBLE 12" - 2" DOUBLE SHREDDED BARK MULCH
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TOP OF ROOT BALL TO BE FLUSH WITH GRADE; ROOT FLARE SHOULD BE VISIBLE
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BACKFILL SOIL
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SET ROOT BALL ON FIRM UNDISTURBED SUBGRADE
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1. REPORT ANY SUBSOIL WATER CONDITIONS TO REPORT ANY SUBSOIL WATER CONDITIONS TO THE ENGINEER PRIOR TO PLANT INSTALLATION. 2. ALL SHRUBS TO BE WATERED IN THOROUGHLY ALL SHRUBS TO BE WATERED IN THOROUGHLY ON DAY OF INSTALLATION REGARDLESS OF RAINFALL.
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1 " - 2" DEPTH OF 12" - 2" DEPTH OF DOUBLE SHREDDED BARK MULCH
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BACKFILL SOIL (AS SPECIFIED BY THE ENGINEER)
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SPACING AS PER THE ENGINEER
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WORK SOIL TO A 12" MIN. DEPTH, INCORPORATE AMENDMENTS AS SPECIFIED BY THE ENGINEER
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1. ALL PLANTS TO BE WATERED IN THOROUGHLY ON DAY ALL PLANTS TO BE WATERED IN THOROUGHLY ON DAY OF INSTALLATION REGARDLESS OF RAINFALL. 2. REPORT ANY SUBSOIL WATER CONDITIONS TO THE REPORT ANY SUBSOIL WATER CONDITIONS TO THE ENGINEER PRIOR TO INSTALLATION.
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1. ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND CONFORM TO A.A.N. "AMERICAN ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND CONFORM TO A.A.N. "AMERICAN STANDARDS FOR NURSERY STOCK". 2. THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH LOCATION OF MECHANICAL THE CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH LOCATION OF MECHANICAL EQUIPMENT AND UTILITIES, EXISTING OR PROPOSED, IN THE AREAS TO BE PLANTED. 3. VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS AND REPORT ANY VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER. 4. STAKE OUT LOCATION OF NEW PLANTS AND OBTAIN APPROVAL BY THE ENGINEER BEFORE STAKE OUT LOCATION OF NEW PLANTS AND OBTAIN APPROVAL BY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 5. PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT THE NURSERY AND AT THE SITE BEFORE PLANTING IS BEGUN. 6. ALL PLANT BEDS AND TREE SAUCERS SHALL RECEIVE 2" OF DOUBLE SHREDDED BARK ALL PLANT BEDS AND TREE SAUCERS SHALL RECEIVE 2" OF DOUBLE SHREDDED BARK MULCH IN ACCORDANCE WITH ATTACHED PLANT DETAILS. 7. ALTERNATELY SPACE ("STAGGER") PLANTS IN BEDS UNLESS OTHERWISE NOTED. ALTERNATELY SPACE ("STAGGER") PLANTS IN BEDS UNLESS OTHERWISE NOTED. 8. SCARIFY ROOT BALLS REMOVED FROM CONTAINER GROWN STOCK PRIOR TO PLANTING. SCARIFY ROOT BALLS REMOVED FROM CONTAINER GROWN STOCK PRIOR TO PLANTING. 9. NO PLASTIC, NON-ROT BURLAP OR TWINE SHALL BE USED ON THIS JOB. ANY MATERIAL NO PLASTIC, NON-ROT BURLAP OR TWINE SHALL BE USED ON THIS JOB. ANY MATERIAL USED TO WRAP ROOT BALLS OF PLANTINGS SHALL BE COMPLETELY REMOVED PRIOR TO PLANTING. 10. EXISTING PLANT MATERIALS SO INDICATED TO REMAIN AND BE PROTECTED WHICH ARE EXISTING PLANT MATERIALS SO INDICATED TO REMAIN AND BE PROTECTED WHICH ARE INJURED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AND SHALL BE OF THE SAME SIZE AND VARIETY AS THOSE DESTROYED OR DAMAGED. 11. NO EXISTING TREES ARE TO BE REMOVED UNLESS AS NOTED ON THE DRAWINGS AND NO EXISTING TREES ARE TO BE REMOVED UNLESS AS NOTED ON THE DRAWINGS AND APPROVED BY THE ENGINEER AND DEPARTMENT. 12. NO SUBSTITUTIONS TO BE MADE WITHOUT WRITTEN APPROVAL BY THE DEPARTMENT. NO SUBSTITUTIONS TO BE MADE WITHOUT WRITTEN APPROVAL BY THE DEPARTMENT. 13. ALL PLANT PITS TO BE BACKFILLED WITH 2 PARTS TOPSOIL MIXED WITH ONE PART ALL PLANT PITS TO BE BACKFILLED WITH 2 PARTS TOPSOIL MIXED WITH ONE PART COMPOST. ADD BIOSTIMULANT (PLANT HEALTH CARE INC. - BIO PAK, ROOTSAVER OR EQUAL) AS PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SOURCE OF COMPOST AND BIOSTIMULANT PRODUCT FOR APPROVAL BY THE ENGINEER. 14. ALL PLANT MATERIAL TO BE GUARANTEED FOR 1 YEAR FROM DATE OF INSTALLATION AND ALL PLANT MATERIAL TO BE GUARANTEED FOR 1 YEAR FROM DATE OF INSTALLATION AND WRITTEN ACCEPTANCE BY THE ENGINEER. 15. IF ANY DISCREPANCY EXISTS BETWEEN PLAN AND PLANT LIST, PLAN SHALL GOVERN. IF ANY DISCREPANCY EXISTS BETWEEN PLAN AND PLANT LIST, PLAN SHALL GOVERN. 16. EXISTING TREES NOT INTERFERING WITH NEW CONSTRUCTION AND IN GOOD HEALTH SHALL EXISTING TREES NOT INTERFERING WITH NEW CONSTRUCTION AND IN GOOD HEALTH SHALL REMAIN. 17. PROJECT SITE SHALL BE KEPT WEED FREE DURING THE CONTRACT PERIOD. PROJECT SITE SHALL BE KEPT WEED FREE DURING THE CONTRACT PERIOD. 18. THE CONTRACTOR SHALL MAKE (1) VISIT PER MONTH DURING APRIL - OCTOBER OF THE THE CONTRACTOR SHALL MAKE (1) VISIT PER MONTH DURING APRIL - OCTOBER OF THE MAINTENANCE PERIOD TO REMOVE WEEDS, PRUNE DEAD LIMBS & BRANCHES, STRAIGHTEN TREES SHIFTED BY WIND, REPLACE DEAD OR INJURED PLANTS AS REQUIRED, ADD MULCH, AND BED LINE RE-CUTTING AS REQUIRED. 19. THE CONTRACTOR SHALL MANUALLY IRRIGATE ALL PLANTINGS AND SEEDED AREAS THE CONTRACTOR SHALL MANUALLY IRRIGATE ALL PLANTINGS AND SEEDED AREAS EQUIVALENT TO 1.5" OF RAIN PER WEEK THROUGHOUT THE MAINTENANCE PERIOD. 20. THE CONTRACTOR SHALL PROVIDE FOR 2 DAYS IN THE FIELD OF SUFFICIENT LABOR, THE CONTRACTOR SHALL PROVIDE FOR 2 DAYS IN THE FIELD OF SUFFICIENT LABOR, EQUIPMENT AND MATERIAL TO TRANSPLANT WETLANDS VEGETATION FROM NEARBY AREAS TO THE WETLANDS RESTORATION AREA AT THE DIRECTION OF THE DEPARTMENT.
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SUBBASE COARSE MATERIAL (TYP.)
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GEOTEXTILE
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N.T.S.
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SEED MIX (ERNMX-183) AS PRODUCED BY: ERNST CONSERVATION SEEDS ERNST CONSERVATION SEEDS 9006 MERCER PIKE MEADVILLE, PA 16335 1-800-873-3321 OR APPROVED EQUAL RATE: 45 POUNDS PER ACRE OR 1 POUND PER 1,000 SQ.FT. 25 % ELYMUS VIRGINICUS (VIRGINIA WILD RYE) 25 % PANICUM (DICHANTHELIUM) CLANDESTINUM 'TIOGA' (DEER TONGUE) 20 % CAREX VULPINOIDEA (FOX SEDGE) 15 % AGROSTIS PERENNANS (AUTUMN BENTGRASS) 15 % AGROSTIS SCABRA (TICKLEGRASS OR ROUGH BENTGRASS)
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"ECO-LAWN" SEED MIX AS PRODUCED BY : WILDFLOWER FARM INC. WILDFLOWER FARM INC. 10195 HWY. 12 WEST R.R. # 2 COLDWATER, ON LOK 1E0 1-866-476-9453 OR APPROVED EQUAL RATE: 220 POUNDS PER ACRE OR 5 POUNDS PER 1,000 SQ.FT. 20 % FESTUCA RUBRA SSP. RUBRA 'NAVIGATOR' (NAVIGATOR CREEPING RED FESCUE) 20 % FESTUCA RUBRA SSP. RUBRA 'SHORELINE' (SHORELINE SLENDER CREEPING RED FESCUE) 15 % FESTUCA RUBRA SSP. COMMUTATA 'LONGFELLOW II' (LONGFELLOW II CHEWINGS FESCUE) 15 % FESTUCA OVINA VAR. OVINA 'AZAY' (AZAY SHEEP FESCUE) 10 % FESTUCA BREVIPILA 'CHARIOT' (CHARIOT HARD FESCUE) 10 % FESTUCA BREVIPILA 'BEACON' (BEACON HARD FESCUE) 10 % FESTUCA RUBRA SSP. RUBRA 'SR5250' (SR5250 CREEPING RED FESCUE)
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1. APPROVED SEEDING WINDOWS: APPROVED SEEDING WINDOWS: - APRIL 1st - MAY 31st - AUGUST 16th - OCTOBER 15th THE ACTUAL DATE OF SEEDING SHALL BE COORDINATED WITH THE ENGINEER AND DEPARTMENT TO ACCOUNT FOR CURRENT WEATHER CONDITIONS. 2. AREAS TO BE SEEDED SHALL HAVE A MINIMUM OF 6 INCHES OF TOPSOIL APPLIED PRIOR TO APPLICATION, SEE SPECIFICATION SECTION 02487, PLANTING. AREAS TO BE SEEDED SHALL HAVE A MINIMUM OF 6 INCHES OF TOPSOIL APPLIED PRIOR TO APPLICATION, SEE SPECIFICATION SECTION 02487, PLANTING. THIS SHALL NOT APPLY TO WETLANDS SEEDING. FILL FOR WETLANDS IS SPECIFIED IN SPECIFICATION 02488. 3. TOPSOIL SHALL BE TESTED PER SPECIFICATION SECTION 02487. TOPSOIL SHALL BE TESTED PER SPECIFICATION SECTION 02487. 4. APPLY A 10-6-4 SLOW RELEASE NITROGEN FERTILIZER CONSISTING OF 50% MIN. ORGANIC NITROGEN AND 50% MIN. WATER INSOLUBLE NITROGEN. REFER APPLY A 10-6-4 SLOW RELEASE NITROGEN FERTILIZER CONSISTING OF 50% MIN. ORGANIC NITROGEN AND 50% MIN. WATER INSOLUBLE NITROGEN. REFER TO SPECIFICATION SECTION 02485. 5. ADJUST pH, AS RECOMMENDED BY SOILS TESTING LABORATORY, WITH EITHER PELLETIZED DOLOMITIC LIMESTONE OR FERROUS SULFATE AT LABORATORY ADJUST pH, AS RECOMMENDED BY SOILS TESTING LABORATORY, WITH EITHER PELLETIZED DOLOMITIC LIMESTONE OR FERROUS SULFATE AT LABORATORY RECOMMENDED RATES. THIS SHALL NOT APPLY TO WETLANDS. FILL FOR WETLANDS IS SPECIFIED IN SPECIFICATION 02488 6. SEED BED SHALL BE LOOSENED TO A DEPTH OF 8 INCHES. SEED BED SHALL BE LOOSENED TO A DEPTH OF 8 INCHES. 7. ALL SEED BEDS SHALL BE WEED-FREE AND RAKED FREE OF DEBRIS (OVER 1 INCH DIAMETER) AND DISPOSED OF OFF SITE. ALL SEED BEDS SHALL BE WEED-FREE AND RAKED FREE OF DEBRIS (OVER 1 INCH DIAMETER) AND DISPOSED OF OFF SITE. 8. THE CONTRACTOR SHALL VERIFY ALL FINAL GRADING HAS BEEN COMPLETED PRIOR TO SEEDING. THE CONTRACTOR SHALL VERIFY ALL FINAL GRADING HAS BEEN COMPLETED PRIOR TO SEEDING. 9. ALL SEED BEDS SHALL BE SEEDED WITHIN 24 HOURS OF PREPARATION. ALL SEED BEDS SHALL BE SEEDED WITHIN 24 HOURS OF PREPARATION. 10. ALL WETLANDS SEEDING SHALL BE APPLIED MANUALLY BY SCATTERING SEEDS OR USING WALK BEHIND EQUIPMENT SUCH AS A ROTARY SPREADER TO AVOID DISTURBANCE OF THE WETLAND RESTORATION AREA, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 11. ALL UPLAND SEEDING SHALL BE APPLIED WITH AN ENGINEERED WOOD FIBER HYDROMULCH (SEE SPECIFICATION SECTION 02485). THE CONTRACTOR ALL UPLAND SEEDING SHALL BE APPLIED WITH AN ENGINEERED WOOD FIBER HYDROMULCH (SEE SPECIFICATION SECTION 02485). THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. THE CONTRACTOR SHALL REVIEW METHOD OF INSTALLATION WITH THE ENGINEER PRIOR TO INSTALLATION. INSTALLATION. 12. SEED BED SHALL BE IRRIGATED AND MAINTAINED MOIST UNTIL GERMINATION AND ESTABLISHMENT. SEED BED SHALL BE IRRIGATED AND MAINTAINED MOIST UNTIL GERMINATION AND ESTABLISHMENT. 13. THE CONTRACTOR SHALL INSTALL RAIN GAUGES (ONE PER SITE) IN AN INCONSPICUOUS AREA TO MONITOR AND ENSURE WEEKLY RAINFALL IS GREATER THE CONTRACTOR SHALL INSTALL RAIN GAUGES (ONE PER SITE) IN AN INCONSPICUOUS AREA TO MONITOR AND ENSURE WEEKLY RAINFALL IS GREATER MONITOR AND ENSURE WEEKLY RAINFALL IS GREATER THAN 1" OF WATER PER WEEK. (THIS SHALL APPLY TO THE UPLAND SEEDED AREAS. WATERING OF THE WETLANDS AREA SHALL FOLLOW THE REQUIREMENTS ABOVE THAT PERTAIN TO PLANTING AREAS.) 14. THE CONTRACTOR SHALL SUPPLEMENT RAINFALL AND WATER ALL SEEDED AREAS AS DICTATED BY RAINFALL CONDITIONS AND NOT ON A TIME SCHEDULE. THE CONTRACTOR SHALL SUPPLEMENT RAINFALL AND WATER ALL SEEDED AREAS AS DICTATED BY RAINFALL CONDITIONS AND NOT ON A TIME SCHEDULE. RAINFALL CONDITIONS AND NOT ON A TIME SCHEDULE. SHOULD WATERING BE REQUIRED (VERIFIED BY RAIN GAUGE), THE CONTRACTOR SHALL DEEPLY WATER ROOT ZONE OF ALL SEEDED AREAS EQUIVALENT TO THE AMOUNT OF 1" OF WATER PER WEEK. (THIS SHALL APPLY TO THE UPLAND SEEDED AREAS. WATERING OF THE WETLANDS AREA SHALL FOLLOW THE REQUIREMENTS ABOVE THAT PERTAIN TO PLANTING AREAS.) 15. ONCE SEED BEDS HAVE BEEN SEEDED, ALL ACCESS (PEDESTRIAN AND VEHICULAR) SHALL BE RESTRICTED. THE CONTRACTOR SHALL TEMPORARILY ONCE SEED BEDS HAVE BEEN SEEDED, ALL ACCESS (PEDESTRIAN AND VEHICULAR) SHALL BE RESTRICTED. THE CONTRACTOR SHALL TEMPORARILY CORDON OFF ACCESS WITH FENCING, FLAGGING, RIBBON, ETC. 16. THE CONTRACTOR IS RESPONSIBLE FOR MIN. 95% SEED ESTABLISHMENT AND MAINTENANCE, AND SHALL RE-SEED ANY BARE SPOTS AS REQUIRED TO THE CONTRACTOR IS RESPONSIBLE FOR MIN. 95% SEED ESTABLISHMENT AND MAINTENANCE, AND SHALL RE-SEED ANY BARE SPOTS AS REQUIRED TO MAINTAIN SOIL COVERAGE AT NO ADDITIONAL COST TO THE DEPARTMENT. 17. THREE TO FOUR WEEKS AFTER GERMINATION, ALL SEED BEDS SHALL BE RE-TESTED FOR pH AND NUTRIENTS. THE CONTRACTOR SHALL FERTILIZE THREE TO FOUR WEEKS AFTER GERMINATION, ALL SEED BEDS SHALL BE RE-TESTED FOR pH AND NUTRIENTS. THE CONTRACTOR SHALL FERTILIZE AND ADJUST pH (UPLAND AREAS ONLY) AS PER SOILS TESTING LABORATORY RECOMMENDATIONS AT NO ADDITIONAL COST TO THE DEPARTMENT.
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NORTHEAST WETLAND GRASS/FORB MIX (STCMX-9) SEED MIX AS PRODUCED BY : SOUTHERN TIER CONSULTING INC. SOUTHERN TIER CONSULTING INC. 2701-A ROUTE 305 P.O. BOX 30 WEST CLARKSVILLE, NY 14786 1-585-968-3120 OR APPROVED EQUAL RATE: 6 POUNDS PER ACRE OR 1 POUND PER 7,300 SQ.FT. 37.3 % GLYCERIA CANADENSIS (CANADA MANNAGRASS) 29.3 % GLYCERIA GRANDIS (REED MEADOWGRASS) 7.5 % CALAMAGROSTIS CANADENSIS (BLUE JOINT) 7.3 % PANICUM DICHOTOMIFLORUM (SMOOTH PANIC-GRASS) 4.9 % LEERSIA ORYZOIDES (RICE CUT GRASS) 3.9 % ECHINOCHLOA CRUSGALLI (JAPANESE MILLET) 3.0 % VERBENA HASTATA (BLUE VERVAIN) 1.7 % ELYMUS CANADENSIS (CANADA WILD RYE) 1.5 % ALISMA PLANTAGO-AQUATICA (WATER PLANTAIN) 0.9 % POLYGONUM PENSYLVANICUM (PENNSYLVANIA SMARTWEED) 0.8 % BIDENS CERNUA (NODDING BUR-MARIGOLD) 0.7 % CICUTA MACULATA (SPOTTED WATER HEMLOCK) 0.7 % CINNA ARUNDINACEA (STOUT WOOD-REEDGRASS) 0.3 % BIDENS FRONDOSA (BEGGAR-TICKS) 0.2 % RUMEX VERTICILLATUS (SWAMP DOCK)