elmridge golf course pv solar facility greenskies … · 5/19/2020 · elmridge road east site...

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ELM RIDGE ROAD

N. A

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UP/3696

UP/3755

UP/65K 3223

UP/3423

UP/6486

UP/3422

UP/6425

UP/3421

UP/6484

UP/3419

WELL (INHOUSING)

WOODLANDCOURT

E

E

ELMRIDGE ROAD

EAST SITE

WEST SITE

N. A

NG

UILLA

ROA

D

N. A

NG

UIL

LA

RO

AD

INTERSTATE 95

WO

OD

LA

ND

CT

FAIR

WA

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T

HIGH RIDGE DRIVE

PROJECT SITE VICINITY MAP:

PREPARED BY:

LOCATION MAP:

ELMRIDGE GOLF COURSE PV SOLAR FACILITYGREENSKIES CLEAN ENERGY LLC

229 ELMRIDGE ROADSTONINGTON, CONNECTICUT

PERMIT DRAWINGS

MMI PROJECT No. 6763-10MAY 19, 2020

PREPARED FOR:

127 WASHINGTON AVENUEWEST BUILDING, GARDEN LEVELNORTH HAVEN, CT 06473

LIST OF DRAWINGSNO. NAME TITLE01 -- TITLE SHEET02 LD LEGEND & NOTES03 IN INDEX PLAN04 - 06 EX-1 - EX-3 EXISTING CONDITIONS PLANS07 - 09 LA-1 - LA-3 SITE LAYOUT & GRADING PLANS10 - 12 SE-1 - SE-3 SEDIMENT & EROSION CONTROL PLANS13 - 15 SD-1 - SD-3 MISCELLANEOUS SITE DETAILS

0' 100' 200'

SCALE 1" = 200'0 1/2" 1"

0' 500' 1000'

SCALE 1" = 1000'0 1/2" 1"

Copyright Milone & MacBroom, Inc - 2020

Know what's below.before you dig.Call

R

www.cbyd.com

1350 MAIN STREET, SUITE 1012

SPRINGFIELD, MA

413.241.6920

WWW.MMINC.COM

DRAFT 5/19/2020

EAST SITE

WEST SITE

ZONING DATA (WEST SITE)ZONING DISTRICT

DIMENSIONAL / DENSITY CRITERIA REGULATION

MIN. LOT AREA 130,000 SF

YARD SETBACKS

FRONT 75 FT

SIDE 30/100 FT

REAR 100 FT

MAX HEIGHT 30 FT

SHEET NAME

DATE

LD

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

MAY 19, 2020

6763-10

N.T.S.

LEG

END

& N

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229

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IPF

SURVEY NOTES

EXISTING CONDITIONS LEGEND

GRADING NOTES

THE RESHAPING OF THE GROUND SURFACE WITH EXCAVATION AND

FILLING OR A COMBINATION OF, TO OBTAIN PLANNED GRADES,

SHALL PROCEED IN ACCORDANCE WITH THE SEDIMENT AND EROSION

MEASURES IN ADDITION THE FOLLOWING CRITERIA:

1. THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER

THAN TWO HORIZONTAL TO ONE VERTICAL (2:1).

2. THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE

STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1).

3. THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER

THAN ONE HORIZONTAL TO TWO VERTICAL (1:2).

4. PROVISIONS SHOULD BE INCLUDED TO CONVEY SURFACE WATER

SAFELY TO STORM DRAINS TO PREVENT SURFACE RUNOFF FROM

DAMAGING CUT FACES AND FILL SLOPES.

5. NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH

INTO ADJACENT WETLANDS, WATERCOURSES, OR WATER BODIES.

6. PRIOR TO ANY RE-GRADING, A STABILIZED CONSTRUCTION

ENTRANCE SHALL BE PLACED AT THE ENTRANCE TO THE WORK

AREA IN ORDER TO REDUCE MUD AND OTHER SEDIMENTS FROM

LEAVING THE SITE.

7. GRADING SHALL BE COMPLETED TO 95% COMPACTION PER THE

SPECIFICATIONS.

SITE LAYOUT LEGEND

SEDIMENT & EROSION LEGEND

SILT FENCE

SILT FENCE & STAKED STRAW BALES

COMPOST FILTER TUBE

LIMIT OF CLEARING

CONSTRUCTION ENTRANCE PAD

1. THIS PLAN IS BASED ON THE PLAN AND SURVEY PROVIDED BY

NORTHEAST SURVEY CONSULTANTS DATED DECEMBER 16, 2019.

SUPPLEMENTAL INFORMATION WAS PROVIDED ON JANUARY 23,

2020.

2. HORIZONTAL DATUM IS NAD83. VERTICAL DATUM IS NAVD88.

3. BOUNDARY LINES SHOWN HEREIN WERE TAKEN FROM PLANS &

DEEDS OF RECORD AND MONUMENTS FOUND.

4. ALL CONTOURS SHOWN HEREIN WERE GENERATED IN ARCMAP FROM

DIGITAL ELEVATION MODELS OF THE 2016 CRCOG LIDAR DATA (10'

GRID SIZE/TIN GRID METHOD) AS DISTRIBUTED BY NOAA.

5. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY MAPS,

THE LOCUS PARCELS ARE LOCATED IN AREAS DESIGNATED AS ZONE

X (UNSHADED), ZONE X (SHADED) AND ZONE AE. COMMUNITY PANEL

NO. 09011C 0413 G, EFFECTIVE DATE: 07/18/2011. FLOOD ZONE

LINES SHOWN HEREON ARE TAKEN FROM THE NATIONAL FLOOD

HAZARD GIS LAYER PROVIDED BY FEMA.

6. THE FOLLOWING FEATURES WERE TRACED FROM AERIAL

PHOTOGRAPHY AND ARE APPROXIMATE ONLY: CART PATHS,

FAIRWAYS, GREENS, SAND TRAPS, PARKING AREAS, DRIVES,

TREELINES AND WATER FEATURES.

7. LOCATIONS OF UTILITIES SHOWN HEREIN ARE THE RESULT OF

SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY AND ANECDOTAL

KNOWLEDGE OF THE SITE. THIS PLAN DOES NOT DEPICT THE EXACT

LOCATIONS OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME

WITHIN THE PREMISES SURVEYED.

8. THE PROJECT PROPERTY IS LOCATED WITHIN THE LI-130 AND

GBR-130 ZONING DISTRICTS. A MAJORITY OF THE PROJECT,

INCLUDING THE ENTIRE PV ARRAY FIELD, STORMWATER

MANAGEMENT BASINS, AND GRADING, ARE LOCATED WITHIN THE

GBR-130 ZONING DISTRICT. WORK IN THE LI-130 ZONING DISTRICT

CONSISTS OF WORK ASSOCIATED WITH THE NORTHERLY

INTERCONNECTION TO TAUGWONK ROAD AND MAINTENANCE OF THE

EXISTING GRAVEL ACCESS ROAD.

9. WETLAND DELINEATION PERFORMED BY MILONE & MACBROOM, INC.

ON NOVEMBER 26, 2019 AND JANUARY 13, 2020.

250

260.20

E

GENERAL NOTES

1. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE

FIELD (V.I.F.) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S

REPRESENTATIVE.

2. THE CONTRACTOR SHALL PERFORM NECESSARY CONSTRUCTION

NOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS,

PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK AS

REQUIRED BY THE CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND

SAFETY OF TRAFFIC ON THE PUBLIC AND PRIVATE WAYS AFFECTED

BY THE CONSTRUCTION OF THE PROJECT.

4. ALL SLOPES, VEGETATION, PAVING, WALKS, AND IMPROVEMENTS

OUTSIDE THE AREAS TO BE AFFECTED BY THE CONSTRUCTION OF

THE PROJECT SHALL BE PROTECTED. DAMAGES RESULTING FROM

CONSTRUCTION ACTIVITIES OUTSIDE THE PROJECT LIMITS SHALL

BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY AND JOB

SAFETY. PERFORM CONSTRUCTION ACTIVITIES IN ACCORDANCE

WITH O.S.H.A. STANDARDS AND LOCAL REQUIREMENTS.

6. ALL STUMPS SHALL BE DISPOSED OF AT AN APPROVED OFFSITE

LOCATION. THE BURYING OF STUMPS ON SITE SHALL NOT BE

PERMITTED.

1. CONTRACTOR TO STAKE OUT LIMIT OF DISTURBANCE. NO DISTURBANCE IS TO

TAKE PLACE BEYOND THE LIMITS OF WORK SHOWN.

2. CONTRACTOR TO INSTALL SEDIMENT AND EROSION CONTROLS ALONG THE

PERIMETER, AS SHOWN ON THE SEDIMENT CONTROL PLAN AND STABILIZED

CONSTRUCTION ENTRANCES.

3. CLEAR AND GRUB SITE AND STOCKPILE TOPSOIL AS NECESSARY. PLACE

COMPOST FILTER TUBES AROUND STOCKPILES.

4. CONSTRUCT STORMWATER MANAGEMENT BASINS AFTER THE SITE IS CLEARED

AND GRUBBED.

5. SLOPES ARE TO BE ESTABLISHED AS SOON AS PRACTICAL BEFORE PV ARRAY

INSTALLATION. STABILIZE ALL SLOPES IMMEDIATELY AFTER THEIR

ESTABLISHMENT.

6. THE SEDIMENT CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT

THE DIRECTION OF THE OWNER'S REPRESENTATIVE AND THE MUNICIPALITY

DESIGNATED REPRESENTATIVE AS NECESSITATED BY CHANGING SITE

CONDITIONS.

7. ROUTINE SEDIMENT AND EROSION CONTROL INSPECTIONS SHALL CONTINUE

UNTIL ALL DISTURBED AREAS HAVE STABILIZED PURSUANT TO THE

CONNECTICUT STORMWATER GENERAL PERMIT.

8. ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH

MINIMIZES THE DISCOLORATION OF THE RECEIVING WATERS.

9. THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING

MATERIALS SUCH THAT NONE OF THE ABOVE ENTER WATERS OR WETLANDS.

10. A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT CONTROL PLAN

SHALL BE MAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.

SEDIMENT & EROSION CONTROL NOTES

TREELINE

EDGE OF PAVEMENT

370

MAJOR CONTOUR

BUILDING / STRUCTURE

PROPERTY LINE

GBR-130 (GREENBELT RESIDENTIAL)

1, 2

WETLAND FLAG

100' WETLAND BUFFER

FLAGGED WETLAND LIMIT

WETLAND BUFFER

369

MINOR CONTOUR

ABUTTERS LINE

EASEMENT LINE

OVERHEAD WIRES

STONE WALL

CHAIN LINK FENCE

ASSESSOR'S ID

NOW OR FORMERLY

IRON PIPE FOUND

BOUND FOUND

CALCULATED POINT

UTILITY POLE

GUY WIRE ANCHOR

N/F

PROPOSED MAJOR CONTOUR

SPOT ELEVATION

GRAVEL SURFACE

PROPOSED ELECTRICAL

SERVICE (UNDERGROUND)

PROPOSED CHANLINK

FENCE / GATE

PHOTOVOLTAIC ARRAY

PROPOSED LIMIT OF WORK

PROPOSED ELECTRICAL

SERVICE (OVERHEAD)

248

PROPOSED MINOR CONTOUR

PROPOSED INVERTER PAD

PROPOSED UTILITY POLE

ZONING DATA (EAST SITE)ZONING DISTRICT

DIMENSIONAL / DENSITY CRITERIA REGULATION

MIN. LOT AREA 80,000 SF

YARD SETBACKS

FRONT 50 FT

SIDE 25 FT

REAR 50 FT

MAX HEIGHT 30 FT

RR-80 (RURAL RESIDENTIAL)

1, 2

1, 2

1, 2

DRAFT 5/19/2020

FEMA ZONE X

FEMA ZONE AE

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WOODLANDCOURT

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SHEET NAME

DATE

IN

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

W

N

E

MAY 19, 2020

6763-10

1"=200'

IND

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SHEET NO.03 OF 15

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0' 100' 200'

0 1/2" 1"


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SEE SHEETS: EX-2, LA-2 & SE-2



DRAFT 5/19/2020

EAST SITE

WEST SITE

N. A

NG

UIL

LA

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FAIRWAY

GREEN

GREEN

SAND

SANDSAND

SAND

SAND

SAND

SAND

SAND

PATH

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TREES

SHEET NAME

DATE

EX-1

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

W

N

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MAY 19, 2020

6763-10

1"=40'

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DRAFT 5/19/2020

ELM RIDGE ROAD

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FAIRWAY

FAIRWAY

FAIRWAY

GREEN

GREEN

GREEN

GREEN

WOODED

WOODED

20' WIDE EASEMENTTO CL&P & PAWTUCKET

FIRE DISTRICTDEED 512~604DEED 793~1060DEED 793~1063

PLAN 3545

SILO W/ CELL ANTENNASSUBJECT TO RIGHTS OF OTHERSLEASE DOCS / PLANS NOT FOUND

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EX-2

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

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MAY 19, 2020

6763-10

1"=40'

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DRAFT 5/19/2020

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SHRUBS

SHEET NAME

DATE

EX-3

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

W

N

E

MAY 19, 2020

6763-10

1"=40'

EXIS

TIN

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DRAFT 5/19/2020

N. A

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757065

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UP/3

754

UP/3696

"CROSSWALK""STOP"

FEMA ZONE X(SHADED)

FEMA ZONE AE

FEMA ZONE X

SAND

2

5

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7' CHAIN LINK FENCE (TYP.)

ELECTRICAL EQUIPMENT

PAD ARRAY A

ELECTRICAL SERVICE PAD

PHOTOVOLTAIC ARRAY (TYP.)

15' GRAVEL

ACCESS ROAD

7' CLF SWING GATE

STORMWATER MANAGEMENT

BASIN NO. 1

(STORAGE=1.25 ACRE-FT)

WEIR WALL

MEET EXIST ROAD

TP-1

TP-2

1

5

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M

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OVERHEAD

ELECTRICAL

SERVICE

UTILITY RECLOSER POLE

UTILITY PRIMARY METER POLE

POINT OF ELECTRICAL

INTERCONNECTION

WEST SITE

UTILITY GOAB POLE

15' MIN (TYP)

ARBORVITAE BUFFER

PLANTINGS 4'-5' HT

SHEET NAME

DATE

LA-1

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

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N

E

MAY 19, 2020

6763-10

1"=40'

SITE

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DRAFT 05/19/2020

ELM RIDGE ROAD

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BARN

SHED

HOUSE

PATH

PATH

BIT.PARKING

LOT

BIT. DR

IVE

PATH

20' WID

E R.O

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DEED

720~64 PLAN 2528B

SAND

SAND

SAND

SAND

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SA

ND

SAND

SANDSAND

FAIRWAY

FAIRWAY

FAIRWAY

FAIRWAY

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PLAN 3545


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ELECTRICAL EQUIPMENT PAD

ARRAY B1

ELECTRICAL EQUIPMENT PAD

ARRAY B2

ELECTRICAL

SERVICE PAD

15' GRAVEL

ACCESS ROAD

7' CHAIN LINK FENCE WITH

GREEN PRIVACY SCREEN (TYP.)

7' CLF SWING GATE

LIMIT OF CLEARING (TYP.)

APPROXIMATE EXIST TREELINE (TYP.)


MEET EXIST

DRIVE

STORMWATER MANAGEMENT

BASIN NO. 2

(STORAGE=1.5± ACRE-FT)

EARTH DIVERSION BERM

8' BITUMINOUS

CONCRETE CART PATH

TP-4

TP-3

POINT OF ELECTRICAL

INTERCONNECTION EAST SITE

UTILITY PRIMARY METER &

RISER POLES

OVERHEAD ELECTRICAL

SERVICE & UTILITY POLES (TYP)

UTILITY RECLOSER POLE

WEIR WALL

SHEET NAME

DATE

LA-2

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

W

N

E

MAY 19, 2020

6763-10

1"=40'

SITE

LA

YOU

T &

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N -

EAST

SIT

E

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MATCHLINE - SEE SHEET LA-3

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DRAFT 5/19/2020

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PATH

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FAIRWAY

WATER

GREENFAIRWAY

GREEN

WOODED

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SHRUBS

30'

20'

MIN

(TYP)

15' GRAVEL

ACCESS ROAD

7' CHAIN LINK FENCE WITH GREEN

PRIVACY SCREEN (TYP.)

APPROXIMATE EXIST TREELINE (TYP.)

LIMIT OF CLEARING (TYP.)


8' BITUMINOUS

CONCRETE CART PATH

CLEAR WOODED AREA

TP-5

Wpt 007

Wpt 008

SHRUB HEDGE (TYP.)

ABIES CONCOLOR/ WHITE FIR AND PICEA

GLAUCA/ FAT ALBERT SPRUCE NOT TO BE

MAINTAINED UNDER 10' HEIGHT, PLANTED

FAR ENOUGH FROM ARRAY.

SHEET NAME

DATE

LA-3

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

W

N

E

MAY 19, 2020

6763-10

1"=40'

SITE

LA

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MATCHLINE - SEE SHEET LA-2

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DRAFT 5/19/2020

PLANTING NOTES

1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.

2. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTH OF TOPSOIL FOR ALL SEEDED AND LANDSCAPED AREAS.

3. ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OF TOPSOIL.

4. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OF SHREDDED MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS.

5. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO AND AFTER PLANTING.PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY AT TIME OF PLANTING.

6. ALL PLANT MATERIAL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE.

7. TREE SPACING AS SHOWN ON PLAN. SYMBOLS SHOWN AT 50-75% MATURE WIDTH.

8. ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TO INCLUDEPROMPT TREATMENT OR REMOVAL AND REPLACEMENT OF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BY THE OWNER'SREPRESENTATIVE. ALL REPLACEMENTS SHALL BE OF THE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANT LIST.

9. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND SHALL CONTINUE UNTIL ACCEPTANCE BY THE OWNER'SREPRESENTATIVE. MAINTENANCE SHALL INCLUDE WATERING, MULCHING, TIGHTENING & REPLACING OF TREE GUYS, REPLACEMENT OFSICK OR DEAD PLANTS, RESETTING PLANTS TO PROPER GRADE OR UPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, AND ALLOTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.

10. WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTS PROVIDED SHALL BE OF THE LARGER SIZE.

11. CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWING SEASON.

12. LANDSCAPING SHALL BE KEPT AND MAINTAINED FOR SCREENING PURPOSES IN PERPETUITY BY ELMRIDGE GOLF COURSE AND/OR ITSSUCCESSORS, SO LONG AS A SOLAR ARRAY IS LOCATED ON THIS SITE. MAINTENANCE WILL INCLUDE THE REPLACEMENT OF ANYDEAD/DYING TREES, MAINTAINING SHRUBS AT 10' HT, OR PLANTING OF ADDITIONAL TREES TO FILL IN SPACES.

®

PLANT LIST

NOTE: ALL TREES SHALL BE INSTALLED WITH 6' DIAMETER MULCH BED. MULCH SHALL NOT TOUCH THE TRUNK, SEE DETAIL.

N. A

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PATH

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PATH

WOODED

WOODED

WOODED

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WOODED

WOODED

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757065

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95

UP/3

754

UP/3696

"CROSSWALK""STOP"

FEMA ZONE X(SHADED)

FEMA ZONE AE

FEMA ZONE X

SAND

2

5

'

P

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CONSTRUCTION

ENTRANCE PAD

TEMPORARY SOIL

STOCKPILE

EROSION CONTROL

BLANKET

LIMIT OF WORK (TYP)

SILT FENCE & COMPOST

FILTER TUBE (TYP)

SHEET NAME

DATE

SE-1

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

W

N

E

MAY 19, 2020

6763-10

1"=40'

SED

IMEN

T &

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ON

CO

NTR

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N -

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T SI

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229

ELM

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SHEET NO.10 OF 15

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BY

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0' 20' 40'

0 1/2" 1"


13

50

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EET

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DRAFT 5/19/2020

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MAY 19, 2020

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GENERAL:

THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARY

AND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS

MAY BE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.

IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS

NOT TO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYING

WATER, ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA

OF EARTH MATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE

PERMANENT AND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT

CONTAMINATION OF ADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO

PREVENT, INSOFAR AS POSSIBLE, EROSION ON THE SITE.

LAND GRADING:

THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR A

COMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCE

WITH THE FOLLOWING CRITERIA:

a. THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWO HORIZONTAL

TO ONE VERTICAL (2:1).

b. THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWO

HORIZONTAL TO ONE VERTICAL (2:1).

c. THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTAL

TO TWO VERTICAL (1:2).

d. PROVISIONS SHOULD BE INCLUDED TO CONVEY SURFACE WATER SAFELY TO STORM

DRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILL SLOPES.

e. NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE INTO

ADJACENT WETLANDS, WATERCOURSES, OR WATER BODIES.

f. PRIOR TO ANY RE-GRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE

PLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD AND OTHER

SEDIMENTS FROM LEAVING THE SITE.

TOPSOILING:

TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOIL

MEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH, AND

MAINTENANCE OF VEGETATION.

UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BOND WITH

TOPSOIL.

REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.

APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.

MATERIAL:

1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICAL CHARACTERISTICS

FAVORABLE TO THE GROWTH OF PLANTS.

2. TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE.

3. TOPSOIL SHOULD BE RELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF

STONES (OVER 1" IN DIAMETER), LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR

CONSTRUCTION DEBRIS. IT SHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS

THISTLE, NUTGRASS, AND QUACKGRASS.

4. AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHT

COLORED SUBSOIL MATERIAL.

5. SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS SUITABLE.

AVOID TIDAL MARSH SOILS BECAUSE OF HIGH SALT CONTENT AND SULFUR ACIDITY.

6. THE pH SHOULD BE MORE THAN 6.0. IF LESS, ADD LIME TO INCREASE pH TO AN

ACCEPTABLE LEVEL.

APPLICATION:

1. AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.

2. SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THE

DEPTH SHOWN ON THE PLANS.

TEMPORARY VEGETATIVE COVER:

TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS

THAT PRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND

AREAS WHERE THE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12

MONTHS. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BE

PERMANENTLY SEEDED BY SEPTEMBER 1.

SITE PREPARATION:

1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.

2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.

3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF ONE (1) TON OF GROUND

DOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).

4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10

PER ACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF

10-10-10 (5 LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIX

INCHES (6") HIGH. APPLY ONLY WHEN GRASS IS DRY.

5. UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4")

INCHES USING A DISK OR ANY SUITABLE EQUIPMENT.

6. TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON

CONTOUR IF SITE IS SLOPING.

ESTABLISHMENT:

1. SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES

(SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION BELOW).

2. APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,

DRILLING, OR HYDRAULIC APPLICATION.

3. UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF

SOIL USING SUITABLE EQUIPMENT.

4. MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (REFER TO TEMPORARY OR

PERMANENT VEGETATIVE COVER REQUIREMENTS.) APPLY STRAW MULCH AND ANCHOR

TO SLOPES GREATER THAN 3% OR WHERE CONCENTRATED FLOW WILL OCCUR.

PERMANENT VEGETATIVE COVER:

PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE

PROJECT ARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM

DAMAGE FROM SEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE

SITE. IT WILL BE APPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE

FINAL GRADING HAS BEEN COMPLETED AND A PERMANENT COVER IS NEEDED.

SITE PREPARATION:

1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.

2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.

3. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.

4. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.

5. APPLY FERTILIZER ACCORDING TO SOIL TEST OR:

· SPRING SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 300 LBS. OF 10-10-10

FERTILIZER PER ACRE (7 LBS. PER 1,000 SQ. FT.); THEN SIX (6) TO EIGHT (8)

WEEKS LATER, APPLY ON THE SURFACE AN ADDITIONAL 300LBS. OF 10-10-10

FERTILIZER PER ACRE. AFTER SEPTEMBER 1, TEMPORARY VEGETATIVE COVER

SHALL BE APPLIED.

· FALL SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 600 LBS. OF 10-10-10

FERTILIZER PER ACRE (14 LBS. PER 1,000 SQ. FT.).

EROSION CHECKS:

GENERAL:

TEMPORARY PERVIOUS BARRIERS USING GEOTEXTILE FABRIC FASTENED TO A FENCE POST

AND BURIED INTO THE GROUND, COMPOST FILTER TUBE HELD IN PLACE WITH STAKES, AND

EROSION CONTROL BLANKET SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO

CHECK EROSION AND REDUCE SEDIMENTATION.

CONSTRUCTION:

GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3')

HIGH FENCE AND BURIED A MINIMUM OF FOUR INCHES (4") TO THE SOIL. SEAMS BETWEEN

SECTIONS OF FILTER FABRIC SHALL OVERLAP MINIMUM OF TWO FEET (2').

COMPOST FILTER TUBES SHOULD BE PLACED WITH A MINIMUM OVERLAP OF THREE FEET (3')

OR SLEEVED TO JOIN IN A CONTINUOUS BARRIER. COMPOST TUBES SHALL BE TAMPED IN

PLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE.

COMPOST TUBES SHALL BE STAKED OR LEANED AGAINST SUPPORTS ON SLOPES 2:1 OR

GREATER. STAKES SHALL BE LOCATED AS REQUIRED TO SECURE TUBES IN PLACE UP TO

FIVE FEET (5') APART. COMPOST TUBES SHALL BE PLACED AS CLOSE TO THE LIMITS OF

SOIL DISTURBANCE AS POSSIBLE.

INSTALLATION AND MAINTENANCE:

1. GEOTEXTILE FENCE, EROSION CONTROL BLANKET AND COMPOST FILTER TUBE SHALL

BE INSTALLED AT THE LOCATIONS INDICATED ON THE PLAN AND IN ADDITIONAL AREAS

AS MAY BE DEEMED APPROPRIATE DURING CONSTRUCTION.

2. ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.

3. INSPECTIONS SHALL BE FREQUENT (AT MINIMUM EVERY 7 CALENDAR DAYS AND AFTER

EVERY RAINFALL EVENT GREATER THAN ONE HALF INCH) AND REPAIR OR REPLACEMENT

SHALL BE MADE PROMPTLY AS NEEDED.

4. EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS

SO AS NOT TO BLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.

VEGETATIVE COVER SELECTION &

MULCHING:

TEMPORARY VEGETATIVE COVER:

PERENNIAL RYEGRASS 3 LBS./1,000 SQ.FT. (IOLUIUM PERENNE)

PERMANENT VEGETATIVE COVER:

1. NEW ENGLAND CONSERVATION/WILDLIFE MIX OR EQUAL:

RECOMMENDED APPLICATION RATE: 1 POUND PER 1,750 SF

SEED MIX SPECIES: Virginia Wild Rye (Elymus virginicus), Little Bluestem

(Schizachyrium scoparium), Big Bluestem (Andropogon gerardii), Creeping Red Fescue

(Festuca rubra), Switch Grass (Panicum virgatum), Partridge Pea (Chamaecrista

fasciculata), Deer Tongue (Panicum clandestinum), Indian Grass (Sorghastrum nutans),

Ox Eye Sunflower (Heliopsis helianthoides), Common Milkweed (Asclepias syriaca),

Spotted Joe Pye Weed (Eupatorium maculatum), Grass Leaved Goldenrod (Euthamia

graminifolia), Blue Vervain (Verbena hastata), New England Aster (Aster novae-angliae),

Early Goldenrod (Solidago juncea).

2. TEMPORARY MULCHING: STRAW AT 70-90 LBS./1,000 SQ.FT. (TEMPORARY VEGETATIVE

AREAS) WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.

ESTABLISHMENT:

1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT

PRIOR TO SEEDING (EXCEPT WHEN HYDROSEEDING).

2. SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THE

SEEDING DATES (REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVER

REQUIREMENTS).

3. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING,

DRILLING, OR HYDRAULIC APPLICATION.

4. COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH

SUITABLE EQUIPMENT (EXCEPT WHEN HYDROSEEDING).

5. MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY

MULCHING SPECIFICATIONS. (REFER TO TEMPORARY OR PERMANENT VEGETATIVE

COVER REQUIREMENTS).

6. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL

RATES WHEN HYDROSEEDING.

7. THE USE OF SOD IS AN ACCEPTABLE ALTERNATIVE WHERE THERE IS A HEAVY

CONCENTRATION OF WATER AND IN CRITICAL AREAS WHERE IT IS IMPORTANT TO GET

A QUICK VEGETATIVE COVER TO PREVENT EROSION.

MAINTENANCE:

1. TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.

2. ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF

10-10-10 FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED

ACCORDING TO ANNUAL SOIL TESTS.

3. ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3)YEARS OR AS

INDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS

PER 1,000 SQ. FT.).

CONSTRUCTION SEQUENCE & SCHEDULE

CONSTRUCTION IS ANTICIPATED TO COMMENCE IN SUMMER 2020 AND WILL LAST

APPROXIMATELY THREE MONTHS. THE GENERAL SEQUENCE OF CONSTRUCTION IS AS

FOLLOWS:

1. STAKE OUT THE LIMIT OF WORK. NO DISTURBANCE IS TO TAKE PLACE BEYOND THE

LIMITS OF WORK SHOWN.

2. INSTALL S&E CONTROLS FOR SITE CLEARING ACTIVITIES AS SHOWN ON THE

DRAWINGS.

3. CLEAR AND GRUB THE WOODED AREA OF THE SITE WITHIN THE LIMITS SHOWN ON THE

PLANS.

4. CONSTRUCT THE STORMWATER MANAGEMENT BASINS, OUTLET WEIR WALLS, AND

APPURTENANCES.

5. ANY DISTURBED SLOPES ARE TO BE ESTABLISHED TO FINISHED GRADE WITH

PLACEMENT OF TOPSOIL BEFORE PV ARRAY RACKING INSTALLATION. STABILIZE ALL

SLOPES OUTSIDE OF THE PV ARRAY COMPOUND AREA WITH TOPSOIL AND SEED.

INSTALL EROSION CONTROL BLANKET AS SHOWN ON THE DRAWINGS.

6. INSTALL PV SOLAR PANEL ARRAYS, ELECTRICAL COMPONENTS, CONDUIT, AND

PERIMETER FENCING.

7. REMOVE S&E CONTROLS ONCE ALL DISTURBED AREAS HAVE COMPLETELY STABILIZED.

SEDIMENT & EROSION CONTROL SPECIFICATIONS

5.

1.

3.

2.

4.

APPLICATION OF EROSION

CONTROL BLANKET ON SLOPES

NOTES:

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF

LIME, FERTILIZER, AND SEED. NOTE: WHEN USING SCC225, DO NOT SEED

PREPARED AREA. SCC225 MUST BE INSTALLED WITH PAPER SIDE DOWN.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"

DEEP BY 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER

STAPLING.

3. ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER

FLOW.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH

APPROXIMATELY 2" OVERLAP.

5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS

END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP.

STAPLE THROUGH OVERLAP AREA, APPROXIMATELY 12" APART.

REFER TO GENERAL STAPLE PATTERN GUIDE IN NORTH AMERICAN GREEN

CATALOG FOR CORRECT STAPLE PATTERN RECOMMENDATIONS FOR SLOPE

INSTALLATIONS.

NOT TO SCALE

1

6

'

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E

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g

e

R

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a

d

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a

y

5

0

'

M

I

N

.

NOTE: STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND

MAINTAINED DURING OPERATIONS WHICH PROMOTE VEHICULAR TRACKING OF MUD

6" MIN. - 2" CRUSHED STONE

(CTDOT M.01.01 No. 3)

CONSTRUCTION ENTRANCE PAD

NOT TO SCALE

DIRECTION OF FLOW

COMPOST FILTER TUBEMINIMUM 12 INCHES (300mm) IN DIAMETER WITH ANEFFECTIVE HEIGHT OF 9.5 INCHES (240mm).

TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH ORAPPROVED BIODEGRADABLE MATERIAL, HOWEVERPHOTO-BIODEGRADABE FABRIC SHALL BE REMOVED AT ENDOF CONTRACT.

TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITHSOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBESINTO EXISTING GRADE.

UNDISTURBED SOIL & VEGETATION.TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF SOILDISTURBANCE AS POSSIBLE.

LIMIT OF WORK

COMPOST TUBES SHALL BE STAKED OR LEANED AGAINSTSUPPORTS (TREES, CINDER BLOCKS) ON SLOPES 2:1 ORGREATER.

WHERE NECESSARY, STAKING SHALL BE MIN. 1 INCH X 1 INCHX 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. (1.5m)APART OR AS REQUIRED TO SECURE TUBES IN PLACE. TUBESSHALL BE STAKED ACCORDING TO MANUFACTURER'SSPECIFICATIONS.

GENERAL NOTES:1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES (300mm) FOR SLOPES UP TO 50 FEET (15.24m)

IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRELARGER TUBE DIAMETER OR ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTERBERM. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SITUATIONS WITH LONGER ORSTEEPER SLOPES.

2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW.3. TUBE LOCATION MAY BE SHIFTED TO ADJUST TO LANDSCAPE FEATURES, BUT SHALL PROTECT

UNDISTURBED AREA AND VEGETATION TO MAXIMUM EXTENT POSSIBLE.4. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS.5. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.6. ADDITIONAL STAKING SHALL BE USED AT THE DIRECTION OF THE ENGINEER.

COMPOST FILTER TUBENOT TO SCALE

B A

B

A

WOOD STAKE JOINT DETAIL

STAPLE

STAPLE

PROTECTED AREA

5

'

(

M

A

X

.

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WORK AREA

FLOW

TOP OF GROUND

GENERAL NOTES

1. FOR SLOPE & SWALE INSTALLATIONS, EXTEND FENCE UP SLOPE SUCH THAT BOTTOM ENDS OF FENCE WILL BE HIGHER

THAN THE TOP OF THE LOWEST PORTION OF FENCE.

2. FOR FENCE INSTALLED ON LEVEL TERRAIN INSTALL WING SECTIONS PERPENDICULAR TO MAIN BARRIER AT 50'-100'

INTERVALS.

30" (M

AX.)

12" (MIN.)

1

1

2

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1

2

"x42" MIN. WOOD

STAKE OR STEEL POST

SILT FENCE

BACKFILL AND COMPACT

4"x4" TRENCH

PLACE 4" OF FABRIC ALONG

TRENCH AWAY FROM

PROTECTED AREA

SILT FENCE BARRIER

NOT TO SCALE

B A

B

A

WOOD STAKE JOINT DETAIL

STAPLE

STAPLE

PROTECTED AREA

5

'

(

M

A

X

.

)

WORK AREA

FLOW

TOP OF GROUND

GENERAL NOTES

1. FOR SLOPE & SWALE INSTALLATIONS, EXTEND FENCE UP SLOPE SUCH THAT BOTTOM ENDS OF FENCE WILL BE HIGHER

THAN THE TOP OF THE LOWEST PORTION OF FENCE.

2. FOR FENCE INSTALLED ON LEVEL TERRAIN INSTALL WING SECTIONS PERPENDICULAR TO MAIN BARRIER AT 50'-100'

INTERVALS.

30" (M

AX.)

12" (MIN.)

1

1

2

"x1

1

2

"x42" MIN. WOOD

STAKE OR STEEL POST

SILT FENCE

BACKFILL AND COMPACT

4"x4" TRENCH

PLACE 4" OF FABRIC ALONG

TRENCH AWAY FROM

PROTECTED AREA

SILT FENCE BARRIER &

COMPOST FILTER TUBE

NOT TO SCALE

12" (MIN.)

24" HARDWOOD STAKE

10' O.C. DOWNSLOPE

OF THE FILTER TUBE

12" FILTREXX SILTSOXX OR

APPROVED EQUAL. FILLED WITH

BIODEGRADABLE COMPOST MATERIAL.

24" ±

DRAFT 5/19/2020

S

W

N

E

0' 30' 60'

SCALE 1" = 60'H1" = 6'V

0 1/2" 1"

SHEET NAME

DATE

SD-2

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

S

W

N

E

MAY 19, 2020

6763-10

N.T.S.

SITE

DET

AIL

S

STO

NIN

GTO

N, C

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NEC

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UT

ELM

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OU

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SHEET NO.14 OF 15

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0' 15' 30'

0 1/2" 1"


13

50

M

AIN

S

TR

EET

, S

UIT

E 1

01

2

SP

RIN

GFIELD

, M

A

41

3.2

41

.6

92

0

WW

W.M

MIN

C.C

OM

PHOTOVOLTAIC ARRAY

NOT TO SCALE

±8'

3' M

IN

.

FINISHED GRADE

13'-0" ROW SPACING

CANADIAN 395W OR EQUAL PHOTOVOLTAIC

MODULE

±10' OR VARIES

FRONT ELEVATION

TYPICAL SIDE ELEVATION

REFER TO ELECTRICAL

DRAWINGS AND RACKING

DETAILS B.O. FOR

SPECIFIC DIMENSIONS.

6

.

5

6

'

6

.

5

6

'

25°

7' HIGH CHAIN LINK FENCE

NOT TO SCALE

NOTES:

1. FABRIC FOR FENCES 4' OR LESS IN HEIGHT: TOP SELVAGE TO HAVE KNUCKLED FINISH. BOTTOM

SELVAGE TO HAVE TWISTED AND BARBED FINISH UNLESS OTHERWISE NOTED.

FABRIC FOR FENCES 5' OR OVER IN HEIGHT: BOTH TOP AND BOTTOM SELVAGE TO HAVE TWISTED

AND BARBED FINISH UNLESS OTHERWISE NOTED.

2. GRADE OF FENCE TO BE PARALLEL WITH THE GRADE OF SIDEWALKS, CURBING, GROUND OR TOP OF

WALL.

3. INTERMEDIATE POST INTERVALS NOT TO EXCEED 500 FEET.

4. FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHODS, SEE STANDARD SPECIFICATIONS.

5. SPRING TENSION WIRE TO BE FASTENED TO FABRIC WITH 11 GAUGE HOG RINGS AT 1' INTERVALS.

6. SPRING TENSION WIRE TO BE FASTENED TO LINE POSTS WITH CLIPS.

7. LINE POSTS TO BE DRIVEN EXCEPT WHERE NOTED ABOVE.

8. 6"-8" GAP BENEATH FENCE TO ALLOW SMALL WILDLIFE TO PASS THROUGH.

6"-8"

HINGE

LATCH

TRUSS

ROD

DROP ROD

7'-0"

TENSION BAND

20' FACE TO FACE OPENING

FINISHED GROUND

CHAIN LINK SWING GATE

NOT TO SCALE

NO TRESPASSING SIGN

NOT TO SCALE

NOTE: SIGN SHALL HAVE OVERALL DIMENSIONS OF 18" x 12".

GRANULAR BASE (CTDOT M.02.03)

COMPACTED SUB GRADE

FINISHED GRADE

6"

4"

SECTION - PROPOSED GRAVEL DRIVE

NOT TO SCALE

PROCESSED AGGREGATE BASE

(CTDOT M.05.01)

SCORE JOINT - SAWCUT

1" DEPTH SAWCUT

xx x x x x

NOTES:

1. PROVIDE PREFORMED EXPANSION JOINT AT ALL CONSTRUCTION

JOINT, EXPANSION CONTROL JOINT, SAWCUT, AND OTHER

LOCATIONS WHERE CONCRETE ABUTS EXISTING CONCRETE.

CO

NCRETE PAVEM

EN

T

SECTIO

N SEE D

ETAIL

xx

4000 PSI CONCRETE WITH 5%-7% AIR

ENTRAINMENT AND 6x6 W5.4xW5.4 W.W.F.

HAUNCH SHALL BE CONTINUOUS ALONG

ENTIRE EDGE

2"

8"

8"

15"

STIFF BROOM FINISH

COMPACTED GRANULAR FILL

COMPACTED SUB GRADE

CONCRETE UTILITY PAD

NOT TO SCALE

NOTES:

1. EXPANSION JOINTS EVERY 20LF MAXIMUM OR EVERY 144SF UNLESS OTHERWISE INDICATED

ON PLANS (SEE JOINT DETAILS)

2. SCORE JOINTS 5' ON CENTER UNLESS OTHERWISE INDICATED ON PLANS.

CEMENT CONCRETE EXPANSION JOINT

NOTES:

1. PROVIDE PREFORMED EXPANSION JOINT AT ALL CONSTRUCTION JOINT, SAWCUT,

AND OTHER LOCATIONS WHERE CONCRETE ABUTTS EXISTING CONCRETE.

DIAMOND SHAPED LOAD PLATE

FINISHED GRADE

3/4" WIDTH FIBER BOARD & POLYETHYLENE

JOINT FILLER. JOINT FILLER SHALL BE 1" DEPTH

CO

NCRETE PAVEM

EN

T

SECTIO

N SEE D

ETAIL

CONCRETE PAVEMENT SECTION - SEE DETAIL

ELECTRICAL CONDUIT TRENCH

NOT TO SCALE

18"

MIN.

24" CO

MPACTED

NATIVE M

ATERIAL

FINISHED GRADE

ELECTRICAL MARKING TAPE

ELECTRICAL CONDUITS AS

SPECIFIED ON PLANS

12"

MASON SAND

6"

COMPACTED SUBGRADE

COMPACTED GRAVEL

SUB-BASE

PROCESSED AGGREGATE

BASE BROKEN STONE

CLASS 2 HOTMIX ASPHALT

WEARING COURSE

CLASS 1 HOTMIX ASPHALT

BINDER COURSE

HOTMIX ASPHALT DRIVE

NOT TO SCALE

1 1/2"

1 1/2"

4"

10"

OUTLET WEIR WALL

NOT TO SCALE

TOP OF BASIN

EMBANKMENT

ELEV. 56.00

STORMWATER

MANAGEMENT BASIN

PLAN VIEW - SMB 1

+

BASIN ELEVATION

OVERFLOW SPILLWAY

BOTTOM OF BASIN

ELEV. AS SHOWN

'A'

'B'

WEIR CREST ELEV. 'C'

WEIR NOTCH ELEV. 'D'

MAX

2

1

6"

TOP OF BASIN

EMBANKMENT

3'

18"

3'

'F'

12" MODIFIED RIPRAP

SECTION A-A

TOP OF BASIN

EMBANKMENT

BOTTOM

OF BASIN

12"

WEIR WALL SCHEDULEBASIN ID 'A' 'B' ELEV 'C' ELEV 'D' 'E' 'F' 'G'

SMB-1 0'-9" 0'-0" 55.50 54.00 18' TBD TBDSMB-2 2'-4" 0'-6" 90.50 88.00 18' TBD TBD

A

A

CONCRETE

WEIR WALL

6"

'E'

3.5' - 4.5'

12" MODIFIED RIPRAP

16'

'F'

12"

CONCRETE

WEIR WALL

WEIR NOTCH

OVERFLOW

SPILLWAY

54

56

56

55

54

53

54

56

56

55

54

53

52.5

'G

'

5555

53 53

TOP OF BASIN

EMBANKMENT

ELEV. 120.00

STORMWATER

MANAGEMENT BASIN

PLAN VIEW - SMB 2

+

12" MODIFIED RIPRAP

16'

'F'

12"

CONCRETE

WEIR WALL

WEIR NOTCH

OVERFLOW

SPILLWAY

117

120

120

119

118

116

117

120

120

119

118

116

115.5

118118

116 116

119

117117

119

OUTLET WEIR WALL

NOT TO SCALE

TOP OF BASIN

EMBANKMENT

ELEV. 56.00

STORMWATER

MANAGEMENT BASIN

PLAN VIEW - SMB 1

+

BASIN ELEVATION

OVERFLOW SPILLWAY

BOTTOM OF BASIN

ELEV. AS SHOWN

'A'

'B'

WEIR CREST ELEV. 'C'

WEIR NOTCH ELEV. 'D'

MAX

2

1

6"

TOP OF BASIN

EMBANKMENT

3'

18"

3'

'F'

12" MODIFIED RIPRAP

SECTION A-A

TOP OF BASIN

EMBANKMENT

BOTTOM

OF BASIN

12"

WEIR WALL SCHEDULEBASIN ID 'A' 'B' ELEV 'C' ELEV 'D' 'E' 'F' 'G'

SMB-1 0'-9" 0'-0" 55.50 54.00 18' TBD TBDSMB-2 2'-8" 1' 133.50 131.00 22.5' TBD TBD

A

A

CONCRETE

WEIR WALL

6"

'E'

3.5' - 4.5'

12" MODIFIED RIPRAP

16'

'F'

12"

CONCRETE

WEIR WALL

WEIR NOTCH

OVERFLOW

SPILLWAY

54

56

56

55

54

53

54

56

56

55

54

53

52.5

'G

'

5555

53 53

TOP OF BASIN

EMBANKMENT

ELEV. 134.50

STORMWATER

MANAGEMENT BASIN

PLAN VIEW - SMB 2

+

12" MODIFIED RIPRAP

16'

'F'

12"

CONCRETE

WEIR WALL

WEIR NOTCH

OVERFLOW

SPILLWAY

132

134.5

134.5

134

133

131

132

134.5

134.5

134

133

131

130.5

133133

131 131

134

132132

134

DRAFT 5/19/2020

SHEET NAME

DATE

SD-3

PROJECT NO.

DESIGNED

MRG

SCALE

DRAWN

HMMCHECKED

MRA

MAY 19, 2020

6763-10

N.T.S.

SITE

DET

AIL

S

STO

NIN

GTO

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NEC

TIC

UT

ELM

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SHEET NO.15 OF 15

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13

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M

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S

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, S

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E 1

01

2

SP

RIN

GFIELD

, M

A

41

3.2

41

.6

92

0

WW

W.M

MIN

C.C

OM

DRAFT 5/19/2020

GENERAL NOTES:

1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES (300mm) FOR SLOPES UP TO 50FEET (15.24m) IN LENGTH WITH A SLOPE RATIO OF 3H:1V OR STEEPER. LONGERSLOPES OF 3H:1V MAY REQUIRE LARGER TUBE DIAMETER OR ADDITIONAL COURSINGOF FILTER TUBES TO CREATE A FILTER BERM. REFER TO MANUFACTURER'SRECOMMENDATIONS FOR SITUATIONS WITH LONGER OR STEEPER SLOPES.

2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET ORCONCENTRATED FLOW.

3. TUBE LOCATION MAY BE SHIFTED TO ADJUST TO LANDSCAPE FEATURES, BUT SHALLPROTECT UNDISTURBED AREA AND VEGETATION TO MAXIMUM EXTENT POSSIBLE.

4. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS.5. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.6. ADDITIONAL STAKING SHALL BE USED AT THE DIRECTION OF THE ENGINEER.7. PHASE-2 INSTALLATION SHALL BE CONDUCTED AFTER MARCH 15TH OR WHEN

CONDITIONS PERMIT.

MID-SLOPE BERMNOT TO SCALE

DIRECTION OF FLOW3H:1V

3H:1V

3H:1V

PHASE-2TOPSOIL COVER & STABILIZATION

PHASE-1INITIAL INSTALLATION

18"

1

8

"

PLACE 4" MIN TOPSOIL OVER GRAVEL WEDGE ANDCOMPOST FILTER TUBE. APPLY FERTILIZER, SEEDAND STRAW MULCH. REFER TO SHEETS LD AND SD-1OF THE CONTRACT DRAWINGS FOR SITEPREPARATION, FERTILIZER AND SEEDREQUIREMENTS.

COMPOST FILTER TUBEMINIMUM 12 INCHES (300mm) IN DIAMETER WITH ANEFFECTIVE HEIGHT OF 9.5 INCHES (240mm).

TUBES FOR COMPOST FILTERS SHALL BE JUTE MESHOR APPROVED BIODEGRADABLE MATERIAL,HOWEVER PHOTO-BIODEGRADABE FABRIC SHALL BEREMOVED AT END OF CONTRACT.

TAMP TUBES IN PLACE TO ENSURE GOOD CONTACTWITH SOIL SURFACE. IT IS NOT NECESSARY TOTRENCH TUBES INTO EXISTING GRADE.

COMPOST TUBES SHALL BE STAKED WITH #4 REBARX 30" LONG, UP TO 5 FT. APART OR AS REQUIRED TOSECURE TUBES IN PLACE. TUBES SHALL BE STAKEDACCORDING TO MANUFACTURER'SSPECIFICATIONS. DRIVE REBAR TO BE FLUSH WITHTOP OF GRAVEL WEDGE.

UNDISTURBED SOIL & VEGETATION.TUBES SHALL BE PLACED AS CLOSE TO LIMITSOF SOIL DISTURBANCE AS POSSIBLE.

COMPACTED GRAVEL BORROW WEDGE. GRAVELBORROW SHALL CONFORM TO M1.03.0 TYPE d (1 12INCH LARGEST STONE DIMENSION) OF THEMASSDOT MATERIAL SPECIFICATIONS.

CIRCULAR CURVE

COMPOST FILTER TUBE ASPREVIOUSLY INSTALLED

COMPOST TUBES SHALL BE STAKED WITH #4 REBARX 30" LONG, UP TO 5 FT. APART OR AS REQUIRED TO

SECURE TUBES IN PLACE.

COMPACTED GRAVEL BORROW WEDGE. GRAVELBORROW SHALL CONFORM TO M1.03.0 TYPE d (1 12

INCH LARGEST STONE DIMENSION) OF THEMASSDOT MATERIAL SPECIFICATIONS.

PAVED TRAIL

NOT TO SCALE

COMPACTED SUBGRADE

COMPACTED GRAVEL BASE

BITUMINOUS CONCRETE

WEARING COURSE (CLASS 2)

BITUMINOUS CONCRETE

BINDER COURSE (CLASS 1)

PROCESSED AGGREGATE

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