BBN_Stonehedge_Plans_Post-100__20150710_Bid_doc.pdf

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EROSION CONTROL DETAILS

SITE AND WATER RELOCATION DETAILS

STORM DRAIN DETAILS

DETAILS - LANDSCAPING

WETLAND MITIGATION - LANDSCAPING PLAN

NORTH WEST BIORETENTION AREA - LANDSCAPING PLAN

POND - LANDSCAPING PLAN

SOUTH WEST BIORETENTION AREA - LANDSCAPING PLAN

SOUTH EAST BIORETENTION AREA - LANDSCAPING PLAN

POND SECTIONS - STA. 4+00 TO STA. 5+50

POND SECTIONS - STA. 2+00 TO STA. 3+50

POND SECTIONS - STA. 0+00 TO STA. 1+50

NORTH WEST BIORETENTION AREA- SITE PLAN

SOUTH WEST BIORETENTION AREA - SITE PLAN

POND - LAYOUT PLAN

POND - SITE PLAN

NORTH EAST - SITE PLAN

EAST - SITE PLAN AND PROFILE

SOUTH EAST BIORETENTION AREA - SITE PLAN

SOUTH - SITE PLAN

OVERALL SITE PLAN

EXISTING CONDITIONS AND DEMOLITION SITE PLAN

LOCAL COOPERATION SHEET

GENERAL NOTES

INDEX TO DRAWINGS

VICINITY MAP

NOT TO SCALE

IFB #: W912DS-15-B-0014

STONEHEDGE

IMPROVEMENT PROJECT

BARTLETT BROOK STORMWATER

LAKE CHAMPLAIN WATERSHED

LOCATION

PROJECT

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MEETINGS AND SUBMITTALS

THE CONTRACTOR MUST PROVIDE THE ENGINEER THE OPPORTUNITY TO INSPECT, WITH 48-HOUR PRIOR NOTICE.

THE PROJECT PER THE SPECIFICATIONS.

THE CONTRACTOR MUST SUBMIT TO THE ENGINEER MATERIAL SLIPS FOR ALL MATERIALS AND ITEMS USED ON

CONSTRUCTION.

THE CONTRACTOR MUST SUBMIT A CONTROL OF WATER PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO

THE CONTRACTOR MUST SUBMIT AN UPDATED ANTICIPATED WORK SCHEDULE TO THE ENGINEER EACH WEEK.

THE CONTRACTOR MUST PARTICIPATE IN AN ON-SITE PRE-CONSTRUCTION CONFERENCE.

PERMITS

RESTORATION OF SURFACES

BIORETENTION AREAS

EARTHWORKGENERAL NOTES

5.

4.

3.

2.

1.

2.

1.

EROSION PREVENTION AND SEDIMENT CONTROL NOTES

2.

1.

18.

17.

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5.

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2.

1.

THE BIORETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED.

WELLS AND/OR CLEAN-OUT PIPES MUST BE PROVIDED (ONE MINIMUM PER EVERY 1,000 SQUARE FEET OF SURFACE AREA).

THE MAIN COLLECTOR PIPE FOR UNDERDRAIN SYSTEMS SHOULD BE CONSTRUCTED AT A MINIMUM SLOPE OF 0.5%. OBSERVATION

BEDDING. THE ENDS OF UNDERDRAIN PIPES NOT TERMINATING IN AN OBSERVATION WELL SHOULD BE CAPPED.

UNDERDRAINS SHOULD BE PLACED ON A 3’-0” WIDE SECTION OF FILTER CLOTH. PIPE IS PLACED NEXT, FOLLOWED BY THE GRAVEL

UNDERDRAINS

ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1,000 SQUARE FEET.

DEFEATS, OR AT A MINIMUM, IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS OR MULCH IS USED TO AMEND THE SOIL.

CYCLING. THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE IS TO IMPROVE WATER QUALITY. ADDING FERTILIZERS

THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLY NUTRIENTS FROM NATURAL

SHOULD BE PLANTED FOLLOWING THE NON-GRASS GROUND COVER PLANTING SPECIFICATIONS.

GRASSES AND LEGUME SEED SHOULD BE TILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE INCH. GRASS AND LEGUME PLUGS

TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL.

TREES SHOULD BE BRACED USING 2" X 2" STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING SEASON ONLY. STAKES ARE

ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTER INSTALLATION.

AT LEAST SIX INCHES LARGER THAN THE DIAMETER OF THE PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHT DURING THE

MATERIAL SHOULD BE KEPT MOIST DURING TRANSPORT AND ON-SITE STORAGE. THE DIAMETER OF THE PLANTING PIT SHOULD BE

THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/8TH OF THE BALL IS ABOVE FINAL GRADE SURFACE. ROOT STOCK OF THE PLANT

ACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE.

WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE BIORETENTION AREA DURING A STORM EVENT AND ARE NOT

MULCH AROUND INDIVIDUAL PLANTS ONLY. SHREDDED HARDWOOD MULCH IS THE ONLY ACCEPTED MULCH. PINE MULCH AND

PLANT INSTALLATION

TRACKS.

GRADE BIORETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR A DOZER/LOADER WITH MARSH

THE BIORETENTION BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.

WHEN BACKFILLING THE BIORETENTION FACILITY, PLACE SOIL IN LIFTS 12” OR GREATER. DO NOT USE HEAVY EQUIPMENT WITHIN

THE SAND/TOPSOIL TO CREATE A GRADATION ZONE. BACKFILL THE REMAINDER OF THE TOPSOIL TO FINAL GRADE.

WHEN BACK FILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OF TOPSOIL OVER THE SAND, THEN ROTOTILL

LAYER. PUMP ANY PONDED WATER BEFORE PREPARING (ROTOTILLING) BASE.

ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIORETENTION FACILITY BEFORE BACK FILLING THE REQUIRED SAND

DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT.

12-INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT TILL

A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE

COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIORETENTION FACILITY BY USING A PRIMARY TILLING OPERATION SUCH AS

COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE.

EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES AND STORAGE VOLUMES AND IS NOT ACCEPTABLE.

EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE

CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF

WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL. IF BIORETENTION AREA IS EXCAVATED USING A LOADER, THE

IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIORETENTION AREA AND THE REQUIRED BACKFILL.

COMPACTION

PLUS SULFUR.

SHOULD THE PH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE

ALL TESTING RESULTS SHOULD COME FROM THE SAME TESTING FACILITY.

PERFORMED FOR EACH LOCATION WHERE THE TOPSOIL WAS EXCAVATED.

ANALYSIS IS REQUIRED FROM THE SITE’S STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURE ANALYSIS SHOULD BE

TEST FOR PH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL

ALL BIORETENTION AREAS SHOULD HAVE A MINIMUM OF ONE TEST. EACH TEST SHOULD CONSIST OF BOTH THE STANDARD SOIL

NOT TO EXCEED 500 PPM SOLUBLE SALTS

85 LB./AC POTASSIUM K2O

PHOSPHORUS P2O5 75 LB./AC

35 LB./AC MAGNESIUM

1.5 - 4% ORGANIC MATTER

5.2 - 7.0 PH RANGE

THE PLANTING SOIL SHOULD BE TESTED AND SHOULD MEET THE FOLLOWING CRITERIA:

FREE OF NOXIOUS WEEDS.

TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE PLANTING SOIL SHOULD BE

NO OTHER MATERIALS OR SUBSTANCES SHOULD BE MIXED OR DUMPED WITHIN THE BIORETENTION AREA THAT MAY BE HARMFUL

THE SOIL SHOULD BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES.

PLANTING SOIL

3.

2.

1.

STAGING AND STOCK PILE AREAS

EMERGENCY VEHICLE ACCESS TO SZYMANSKI PARK FROM ANDREWS AVENUE MUST BE MAINTAINED.

UP TO HALF OF THE SZYMANSKI PARK PARKING LOT AT THE EASTERN END OF ANDREWS AVENUE. PEDESTRIAN AND

RECREATIONAL PATHS MUST BE MAINTAINED.

PEDESTRIAN ACCESS TO PARK FACILITIES INCLUDING PLAYGROUND, BASKETBALL COURT, TENNIS COURTS, AND

APPROXIMATELY 1/3 ACRE IN THE OPEN GRASSED AREA IN SZYMANSKI PARK SOUTHWEST OF THE BASKETBALL COURT. SAFE

EAST END OF SEBRING ROAD (EAST OF LAST DRIVEWAY).

4.

3.

2.

1.

C.

B.

A.

PRIOR TO BIDDING, AND FOR COMPLYING WITH IT DURING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE REQUIREMENTS OF THIS PERMIT

- STATE WETLAND PERMIT FROM THE VT AGENCY OF NATURAL RESOURCES

- CONSTRUCTION STORMWATER PERMIT FROM VERMONT AGENCY OF NATURAL RESOURCES NPDES

THE FOLLOWING PERMITS ARE BEING SECURED BY THE OWNER FOR THIS PROJECT:

13.

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11.

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9.

8.

7.

6.

5.

4.

3.

2.

1.

AND / OR APPLICATION OF TOPSOIL, GRASS SEED, FERTILIZER, AND MULCH TO AFFECTED LAWN AREAS.

PRE-CONSTRUCTION CONDITION. RESTORATION MAY INCLUDE PLACEMENT OF PAVEMENT ON EXISTING DRIVES

AT THE COMPLETION OF WORK, THE CONTRACTOR MUST RESTORE ACCESS, STAGING, AND WORK AREAS TO

MATERIAL OFFSITE.

NON PAVED STAGING AREAS AS DIRECTED BY THE ENGINEER TO PREVENT RUTTING, EROSION, AND TRACKING OF

THE CONTRACTOR SHALL APPLY A COURSE BED OF CRUSHED GRAVEL TO THE CONSTRUCTION ACCESS DRIVES AND

EMBANKMENT MATERIAL SHALL BE PLACED AND COMPACTED IN 9-INCH LIFTS.

REVIEW THE FOUNDATION PRIOR TO PLACEMENT OF EMBANKMENT FILL.

UNSUITABLE MATERIALS AND EXCAVATED TO A SUITABLE FOUNDATION. THE CONTRACTOR AND ENGINEER SHALL

THE EXISTING GRADE UNDER ALL EMBANKMENT FILL AREAS SHALL BE STRIPPED OF ALL ORGANICS AND OTHER

(MOISTURE VS. DENSITY) AND A GRAIN SIZE DISTRIBUTION CURVE PRIOR TO CONSTRUCTION.

A SAMPLE OF THE EMBANKMENT MATERIAL TO A SOIL TESTING LABORATORY AND OBTAIN A PROCTOR CURVE

MATERIAL SHALL BE PLACED AND COMPACTED AT OPTIMUM MOISTER CONTENT. THE CONTRACTOR SHALL SUBMIT

ALL EMBANKMENT MATERIAL SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT OF THE EMBANKMENT.

POCKETS OF GRAVELS OR GRANULAR MATERIALS, TOPSOIL, COBBLES LARGER THAN 6 INCHES, OR ORGANICS.

EMBANKMENT MATERIAL SHALL BE COMPACTED EARTH FILL FROM EXCAVATED POND SITE WITH NO SIGNIFICANT

ADEQUATELY ESTABLISHED.

CONTRACTOR SHALL REMOVE ALL TEMPORARY MEASURES ONCE PERMANENT MEASURES HAVE BEEN

SHALL BE SEEDED AND MULCHED.

AREAS IF SEEDED AFTER SEPTEMBER 15. PRIOR TO SEPTEMBER 15 AND SLOPE LESS THAN 20% TO BE GRASSED

EROSION BLANKETS SHALL BE USED ON ALL SEEDED AREAS WITH SLOPES IN EXCESS OF 20%, AND FOR ALL

ALL DISTURBED SOIL AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED WITHIN 24 HR. OF FINAL GRADING.

SHALL RUN ACROSS THE SLOPE HORIZONTALLY AND NOT UP AND DOWN THE SLOPE.

SEEDING AND MULCHING IS COMPLETED. THE GROOVES CREATED BY THE TRACKED CONSTRUCTION EQUIPMENT

SLOPED SURFACES SHALL BE ROUGHENED BY DRIVING TRACKED EQUIPMENT UP AND DOWN THE SLOPE AFTER

EVENT.

CONDITION BEFORE RAINFALL AND TO REMOVE EXCESSIVE BUILDUP OF SILT AND DEBRIS AFTER THE STORM

EROSION CHECKS SHALL BE INSPECTED BEFORE AND AFTER RAINFALL EVENTS TO INSURE THEY ARE IN GOOD

EXCESSIVE BUILDUP OF SILT AND DEBRIS HAS NOT OCCURRED. NOTWITHSTANDING PERIODIC INSPECTIONS, EROSION CHECKS SHALL BE PERIODICALLY INSPECTED TO INSURE THEY ARE IN GOOD CONDITION AND THAT AN

ESTABLISHED AND APPROVED BY THE OWNER.

EROSION CHECKS SHALL REMAIN IN PLACE UNTIL PERMANENT EROSION CONTROL MEASURES HAVE BEEN

EROSION.

EROSION CHECKS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND AS NECESSARY TO PREVENT

BLANKET OF HAY MULCH.

ALL EARTH STOCKPILES SHALL BE PROTECTED BY A SILT FENCE AT THE PERIMETER AND COVERED WITH A

WHERE WORK IS DELAYED OR COMPLETED.

APPLY TEMPORARY OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS

MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN.

CONTROL PLAN TO ONE INDIVIDUAL. THE CONTRACTOR SHALL ENSURE THAT ALL WORKERS UNDERSTAND THE

THE CONTRACTOR SHALL DESIGNATE THE RESPONSIBILITIES FOR IMPLEMENTING THE EROSION AND SEDIMENT

AND SEDIMENT CONTROL PRACTICES AS WORK TAKES PLACE.

INSTALL DOWN GRADIENT SILT FENCE PRIOR TO CLEARING AND GRUBBING AND INSTALL NECESSARY EROSION

POSSIBLE.

CONSTRUCTION ACTIVITY, AND INSTALL PERMANENT EROSION CONTROL / LAND TREATMENT AS SOON AS

SEQUENCING OF CONSTRUCTION ACTIVITIES. CLEAR ONLY WHAT IS REQUIRED FOR THE IMMEDIATE

STORMWATER AT ANY TIME BY USING VEGETATIVE AND STRUCTURAL CONTROLS AND PROPER TIMING AND

THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED SOIL EXPOSED TO EROSION FROM WIND OR

HANDBOOK.

SPECIFICATIONS IN THIS PUBLICATION AND SHALL IMPLEMENT THE APPLICABLE MEASURERS SPECIFIED IN THE

SEDIMENT CONTROL PLAN FOR THE SITE. THE CONTRACTOR SHALL BE FAMILIAR WITH THE STANDARDS AND

DEPARTMENT OF ENVIRONMENTAL CONSERVATION, SERVE AS THE REQUIRED EROSION PREVENTION AND

STANDARDS IN "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL" BY VT THE CONTRACTOR MAY IDENTIFY AND SECURE THE USE OF ADDITIONAL STAGING AREAS ON NON-CITY PROPERTY.

PROPERTY PRIOR TO THE START OF CONSTRUCTION.

THE CONTRACTOR WILL BE EXPECTED TO COORDINATE WITH THE CITY TO FINALIZE LOCATIONS OF STAGING AREAS ON CITY

STAGING AREA.

THE CONTRACTOR SHALL PROVIDE FENCING OR SUITABLE DEMARCATION TO PREVENT INADVERTENT PEDESTRIAN ACCESS TO THE

SITE OR SITES WILL BE AVAILABLE FOR THIS PROJECT DURING THE BID PERIOD.

EQUIPMENT DURING CONSTRUCTION. THE CITY MAY BE BIDDING MULTIPLE PROJECTS AND AS SUCH THE CITY WILL CLARIFY WHICH

THE FOLLOWING LOCATIONS ON CITY PROPERTY MAY BE AVAILABLE TO THE CONTRACTOR FOR STAGING OF SUPPLIES AND

MANNER.

PERMITTED. CONTRACTOR SHALL REMOVE SUCH MATERIAL AND DISPOSE OF THEM OFF-SITE IN A LEGAL

NO BURNING OR ON-SITE DISPOSAL OF TREES, BRUSH, STUMPS OR OTHER CONSTRUCTION DERBIES IS

AND SPECIFICATIONS) WILL BE ALLOWED UNLESS AUTHORIZED BY THE ENGINEER.

NO DEVIATION OR DEPARTURE FROM THE DESIGN INTENT PRESENTED IN THE CONTRACT DOCUMENTS (PLANS

PROCEDURES, ETC.) FOR ALL PRODUCTS FOR USE IN THE PROJECT, FOR APPROVAL BY THE ENGINEER.

SUBMIT SHOP DRAWINGS AND PRODUCT LITERATURE (MANUFACTURERS LITERATURE, CUT SHEETS, APPLICATION

CODES, SPECIFICATIONS, REGULATIONS, STANDARDS, AND DETAILS.

THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL

REGULATIONS.

REQUIRED BY THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND/OR LOCAL

CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS, WHICH MAY BE

ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS. THE

THE PERFORMANCE OF THE WORK. THE SEAL OF THE SURVEYOR OR ENGINEER HERE ON DOES NOT EXTEND TO

TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR THEIR EMPLOYEES, AGENTS OR REPRESENTATIVES IN

THE SITE. THESE PLANS, PREPARED BY DUBOIS & KING, DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING

THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR CONDITIONS AT

AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS WITHIN THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR SHALL BID AND PERFORM THE WORK FROM A COMPLETE SET OF PLANS AND SPECIFICATIONS, TO BIDDING ON OR PERFORMING THE WORK.

THE CONTRACTOR SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS OF THE SITE AND SURROUNDINGS PRIOR

FOR CLARIFICATION.

PLAN SET AND ANY OTHER DRAWING AND/OR SPECIFICATION, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY

WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. IN CASE OF CONFLICT BETWEEN THIS

ENGINEERING PERFORMED BY DuBOIS & KING, INC.. CONTACT PERSON IS MATT MURAWSKI 802-728-3376

(VERTICAL DATUM: NAVD 88).

TOPOGRAPHY SHOWN ON THE PLANS ARE BASED ON FIELD SURVEY COMPLETED BY DUBOIS & KING DEC 22, 2010

REPRESENT THE OWNER DURING CONSTRUCTION OF THE PROJECT.

THE PROJECT OWNER IS THE CITY OF SOUTH BURLINGTON. THE OWNER WILL APPOINT AN ENGINEER TO

TREATMENT POND AND SEVERAL BIORETENTION AREAS.

THE SITE BY IMPROVING SWALES, DITCHES, REPLACING UNDERSIZED STORM DRAINS, AND CREATING A NEW

THE PURPOSE OF THIS PROJECT IS TO IMPROVE THE CONVEYANCE AND TREATMENT OF STORMWATER THROUGH

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CONSTRUCTION NOTES

UTILITIES

ENGINEER BEFORE PROCEEDING WITH THE WORK.

CONSTRUCTION, AND APPROPRIATE REMEDIAL ACTION BE SHALL BE DETERMINED AND AGREED UPON BY THE

THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED

PRECAUTIONS TO PROTECT UTILITIES DURING CONSTRUCTION. CONTACT DIG-SAFE AT 1-800-DIG-SAFE (WWW.DIGSAFE.COM).

ELEVATIONS OF ALL UTILITIES (ABOVE AND BELOW GROUND) WITHIN THE PROJECT LIMITS, AND TO TAKE THE NECESSARY

PRIOR TO CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION, SIZE AND

CITY OF SOUTH BURLINGTON AND FIELD SURVEY.

ALL UTILITIES SHOWN ARE APPROXIMATE AND BASED UPON BEST AVAILABLE INFORMATION AS PROVIDED BY UTILITY PROVIDERS, OF IN APPROVED WASTE AREAS.

VEGATED UPLAND AREAS. THESE FILTER BAGS SHALL BE REMOVED FROM THE SITE ONCE USED AND DISPOSED

THE CONTRACTOR MAY DISCHARGE TURBID WATER IN SEDIMENT FILTER BAGS, WHICH ARE TO BE PLACED ON

PLAN PRIOR TO CONSTRUCTION

OTHERWISE ISOLATING THE WORK AREA FROM FLOWING WATER. CONTRACTOR TO SUBMIT CONTROL OF WATER

ALL WORK TO BE CONDUCTED IN THE DRY. CONTRACTOR IS RESPONSIBLE FOR DIVERTING, BYPASS PUMPING OR

REQUIREMENTS NEEDED FOR THE PROJECT.

THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING, WATER DIVERSION, AND DEWATERING

OWNER'S REPRESENTATIVE.

AREAS TO BE PLACED IN LOCATIONS AGREED UPON BY CITY OF SOUTH BURLINGTON AND STONEHEDGE HOME

LOCATE STAGING AREAS AWAY FROM SENSITIVE AREAS INCLUDING WETLANDS AND STREAM BUFFERS. STAGING

4.

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2.

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3.

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CEDER GLEN DRIVE

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SCALE: 1''= 100'-0"

0 100'100' 50'

NEW STONE HEADWALL

NEW STORMWATER TREATMENT AND DETENTION POND

NEW SOUTHWEST BIORETENTION AREA

NEW NORTHWEST BIORETENTION AREA

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G E D

R

IV

E

S T

O N

E H

E D

G E D

R

IV

E

REPLACE CATCH BASIN

REPLACE CATCH BASIN

STONEHEDGE DRIVE

FRAME AND GRATE

WITH NEW DIRECTIONAL VANE

REPLACE EX. CB FRAME AND GRATE

FRAME AND GRATE

WITH NEW DIRECTIONAL VANE

REPLACE EX. CB FRAME AND GRATE

BASKETBALL COURT

L M

O

N

I

J

B

A

K H

F

D C

G

E

POOL

SWIMMING

BI

KE

PATH

NEW POND FOREBAY

NEW POND OUTLET AND CONTROL STRUCTURE

NEW 18" HDPE STORM DRAIN PIPE

NEW 18" HDPE STORM DRAIN PIPE

NEW 18" HDPE STORM DRAIN PIPE

OVERALL REAL ESTATE SITE PLAN

STORM DRAIN PIPE

NEW 36" HDPE

NEW 36" HDPE STORM DRAIN PIPE

STORM DRAIN PIPE

NEW 36" HDPE

NEW 36" HDPE STORM DRAIN PIPE

AND CONTINUE DITCH

ABANDON EXISTING HEADWALL

NEW CATCH BASIN

NEW 18" HDPE STORM DRAIN PIPE

NEW 18" HDPE STORM DRAIN PIPE

NEW CATCH BASIN

NEW CATCH BASIN

REPLACE CATCH BASIN

NEW EAST BIORETENTION AREANEW EAST BIORETENTION AREAS

NEW 3'X2' CONCRETE BOX CULVERT

HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.

SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC ROADS AND

OR ABRIDGING THE RIGHTS AND EASEMENT HEREBY ACQUIRED;

RIGHTS AND PRIVILEGES AS MAY BE USED WITHOUT INTERFERING WITH

HOWEVER, TO THE LANDOWNERS, THEIR HEIRS AND ASSIGNS,ALL SUCH

OBSTACLES WITHIN THE LIMITS OF THERIGHT-OF-WAY; RESERVING,

OBSTRUCTIONS,AND ANY OTHER VEGETATION, STRUCTURES, OR

FELL AND REMOVE THERE FROM ALL TREES, UNDERBRUSH,

STORMWATER PROJECT, TOGETHER WITH THE RIGHTTO TRIM, CUT,

TOTHE CONSTRUCTION OF THE BARTLETT BROOK NORTH

LAND AND TO PERFORM ANY OTHER WORK NECESSARY AND INCIDENT

SUPPLIES, AND ERECT AND REMOVE TEMPORARY STRUCTURES ON THE

INCLUDING THE RIGHT TO MOVE, STORE, AND REMOVE EQUIPMENT AND

ITS REPRESENTATIVES, AGENTS, AND CONTRACTORS AS A WORK AREA,

IS GRANTED TO THE UNITED STATES, FOR USE BY THE UNITED STATES,

EXCEED 365 DAYS, BEGINNING WITH DATE POSSESSION OF THE LAND

ACROSS (THE LAND DESCRIBED IN SCHEDULE A) FOR A PERIOD NOT TO

A TEMPORARY EASEMENT AND RIGHT-OF-WAY IN, ON, OVER AND

TEMPORARY WORK AREA EASEMENT.

HIGHWAYS, PUBLIC UTILITIES, RAILROADS AND PIPELINES.

SUBJECT, HOWEVER, TO EXISTING EASEMENTS FOR PUBLIC ROADS AND

WITH OR ABRIDGING THE RIGHTS AND EASEMENT HEREBY ACQUIRED;

SUCH RIGHTS AND PRIVILEGES AS MAY BEUSED WITHOUT INTERFERING

HOWEVER, TO THE LANDOWNERS, THEIR HEIRS AND ASSIGNS, ALL

OBSTACLES WITHIN THE LIMITS OF THE RIGHT-OF-WAY; RESERVING,

OBSTRUCTIONS AND OTHER VEGETATION, STRUCTURES,OR

FELL AND REMOVE THERE FROM ALL TREES, UNDERBRUSH,

PIPE AND APPURTENANCES; TOGETHER WITH THE RIGHT TO TRIM, CUT,

ALTERATION; REPAIR AND PATROL OF UNDERGROUND STORM DRAIN

THE LOCATION, CONSTRUCTION, OPERATION, MAINTENANCE,

ON,OVER AND ACROSS (THE LAND DESCRIBED IN SCHEDULE A), FOR

A PERPETUAL AND ASSIGNABLE EASEMENT AND RIGHT-OF-WAY IN,

UTILITY AND/OR PIPELINE EASEMENT

L O

C A

L C

O O

P E

R A

T

IO

N S

H E

E T

WETLAND E

WETLAND B

WETLAND D

WETLAND C

WETLAND H

W E T L A

N D F

WETLAND A

WETLAND G

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D

C S

P -C

R R e a l E s ta te .d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:1

:3

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D

C S

P

C

R

R e a l

E s t a t e .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/2

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

C-106

C-103

N

C-105

C-104

C-109

C-110

C-107/ C-108

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

LIMITS OF DISTURBANCE

SHEET OF 25

C-101

CEDAR GLEN DRIVE

S T

O N

E H

E D

G E D

R

IV

E

EXISTING CONDITIONS SITE PLAN

SCALE: 1''= 100'-0"

0 100'100' 50'

STONEHEDGE DRIVE

S T

O N

E H

E D

G E D

R

IV

EA

B

C D G

E

F

H

I

K

L M

N

S T

O N

E H

E D

G E D

R

IV

E

BI

KE

PATH

O

J

D E

M O

L

IT

IO

N S

IT

E P

L A

N E

X

IS

T

IN

G C

O N

D

IT

IO

N S

POOL

SWIMMING

TO BE REMOVED

24" CMP AND HEADWALL

TO BE REMOVED

EX. CB

TO BE REMOVED

EX. CB

TO BE REMOVED

EX. CB

TO BE REMOVED

EX. CB

TO BE REMOVED

EX. CB

TO BE REMOVED

EX. 12" RCP

TO BE REMOVED

EX. 12" RCP

N

STONEHEDGE RESIDENTIAL CLUSTER (TYP.)

BASKETBALL COURT

CB

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

CB

CB

CB

CB

CB

CB

CB

S

W

W

W W W

CB

WETLAND E

WETLAND B

WETLAND D

WETLAND C

CB

CB

CB

G

W W

W

W E T L A

N D F

WETLAND H

WETLAND A

WETLAND G

SHEET C-107/SHEET C-108

SHEET C-104

SHEET C-103

SHEET C-105

SHEET C-104

SHEET C-105

SHEET C-106

SHEET C-107/SHEET C-108

SHEET C-109

SHEET C-109

SHEET C-110

SHEET C-110

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:2

:1

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

5S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-102

CEDER GLEN DRIVE

S T

O N

E H

E D

G E D

R

IV

E

OVERALL SITE PLAN

O V

E R

A L L S

IT

E P

L A

N

SCALE: 1''= 100'-0"

0 100'100' 50'

NEW SOUTHWEST BIORETENTION AREA

NEW NORTHWEST BIORETENTION AREA

S T

O N

E H

E D

G E D

R

IV

E

S T

O N

E H

E D

G E D

R

IV

E

REPLACE CATCH BASIN

REPLACE CATCH BASIN

REPLACE CATCH BASIN

NEW EAST BIORETENTION AREANEW EAST BIORETENTION AREAS

STONEHEDGE DRIVE

FRAME AND GRATE

WITH NEW DIRECTIONAL VANE

REPLACE EX. CB FRAME AND GRATE

FRAME AND GRATE

WITH NEW DIRECTIONAL VANE

REPLACE EX. CB FRAME AND GRATE

L M

O

N

I

J

B

A

K H

F

D C

G

E

BI

KE

PATH

NEW POND FOREBAY

NEW 18" HDPE STORM DRAIN PIPE

NEW 18" HDPE STORM DRAIN PIPE

NEW 36" HDPE STORM DRAIN PIPE

STORM DRAIN PIPE

NEW 36" HDPE

POOL

SWIMMING

NEW 30" HDPE STORM DRAIN PIPE

NEW 18" HDPE STORM DRAIN PIPE

NEW 36" HDPE STORM DRAIN PIPE

STORM DRAIN PIPE

NEW 36" HDPE

N

NEW STONE LINED DITCH

NEW CATCH BASINS (TYP.)

NEW 2'X3' CONCRETE BOX CULVERT

NEW 18" HDPE STORM DRAIN PIPE

NEW CATCH BASINNEW CATCH BASIN

NEW 18" HDPE STORM DRAIN PIPENEW 18" HDPE STORM DRAIN PIPENEW 18" HDPE STORM DRAIN PIPE

PIPE END WITH FLOWABLE FILL

ABANDON EXISTING 12" RCP AND FILL

NEW STONE HEADWALL

BASKETBALL COURT

NEW STORMWATER TREATMENT AND DETENTION POND

NEW POND OUTLET AND CONTROL STRUCTURE

TEMPORARY STONE CHECK DAM

CB

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

CB

CB

CB

CB

CB

CB

CB

S

W

W

W W

WETLAND E

WETLAND B

WETLAND D

WETLAND C

CB

CB

CB

G

W W

W W

E T L A

N D F

WETLAND H

WETLAND A

WETLAND G

SHEET C-107/SHEET C-108

SHEET C-104

SHEET C-103

SHEET C-105

SHEET C-104

SHEET C-105

SHEET C-106

SHEET C-107/SHEET C-108

SHEET C-109

SHEET C-109

SHEET C-110

SHEET C-110

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:2

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

5S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-103

STONEHEDGE DRIVE

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

SITE PLAN

SWIMMING POOL

030' 10'20' 30'

PROFILE

HORIZONTAL SCALE: 1''= 30'-0"

VERTICAL SCALE: 1''= 4'-0" 4'

1'

2'

3'

4'

INV IN EL. 261.0

S

IT

E P

L A

N S

O U

T H

BUILDING

BUILDING

WETLAND B

WETLAND C

030'

10'

SCALE: 1''= 30'-0"

20'

30'

EL. 298.74

#3 REBAR

HVCTRL #20

EL. 286.57

#3 REBAR

HVCTRL #10

EL. 281.86

#3 REBAR

HVCTRL #22

EL. 266.75

#3 REBAR

HVCTRL #9

WITH FLOWABLE FILL

FIRST 3' OF PIPE (MIN.) FROM INV. IN

ABANDONE EXISTING 12" CMP AND FILL

P A

V E

D S

ID

E W

A L

K

N

STA. 25+96.0

NEW CB #5STA. 24+96.0

NEW CB #4

TO NEW CB#4

CONNECT EX. 12" CMP

STA. 23+46.0

NEW CB #3

OF PIPE (TYP.)

AND REPLACE FOLLOWING INSTALLATION

REMOVE LIGHT POST AS NECESSARY

FOLLOWING INSTALLATION OF PIPE

AS NECESSARY AND REPLACE

REMOVE EXISTING MAILBOXES

EXISTING GRADE

STA. 22+01.0

NEW CB #2

STA. 20+82.7

NEW CB #1

INV OUT EL. 259.5

S = 1.39%

STORM DRAIN PIPE

NEW 108 LF 18" HDPE

SEE SHEET C-104

MATCH LINE DRAIN PIPE (71.0 LF)

NEW 36" HDPE STORM

DRAIN PIPE (94.0 LF)

NEW 36" HDPE STORM

DRAIN PIPE (144.0 LF)

NEW 36" HDPE STORM

DRAIN PIPE (139.0 LF)

NEW 36" HDPE STORM

DRAIN PIPE (112.3 LF)

NEW 36" HDPE STORM

STA. 20+20.0

INV OUT 259.50

STRUCTURE PLACEMENT

PIPE LENGTHS SHALL BE FIELD VERIFIED BASED ON ACTUAL

NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL INFORMATION.

DITCH TYPICAL SECTION SHEET C-104

45 +/- LINEAR FEET, SEE STONE LINED

NEW STONE LINED DITCH TO NEW CB

DRAIN PIPE (59.7 LF)

36" HDPE STORM

STA. 26+70.0 SEE DETAIL SHT. C-501

INSTALL NEW STONE HEADWALL

CB

W

W

W

20+00

23+00 24+00

25+00

296296

296296

20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00

R

IM

E

L .0

S T

A .0

N E

W D

IA

C B

R

IM

E

L .2

S T

A .0

N E

W D

IA

C B

R

IM

E

L .5

S T

A .0

N E

W D

IA

C B

IN

V .0

S T

A .0

N E

W H

E A

D W

A L L

IN

V I

N E

L .2

IN

V O

U T E

L .8

IN

V I

N E

L .5

IN

V O

U T E

L .0

IN

V I

N E

L .7

IN

V O

U T E

L .2

5 3

IN

V I

N E

L .5

IN

V O

U T E

L .0

IN

V I

N E

L .0

IN

V O

U T E

L .5

R

IM

E

L .1

S T

A .0

N E

W D

IA

C B

R

IM

E

L .0

S T

A .7

N E

W D

IA

C B

NEW 3

6" H

DPE (1

12.3

LF)

S = 3.3

8%

NEW

" H

DPE

(13

9.0

LF

) S

4.8 6%

NEW 3

6" H

DPE (

.0 L

F) S = 3 .65

NEW 3

6" H

DPE (9

4.0 L

F) S = 4 .25%

NEW

" H

DPE

(7 1.0

LF

) S

5.6 3%

TO REMAIN UNDISTURBED

EX. GAS LINE DEPTH UNKNOWN

IN

V E

L .5

S T

A .0

N E

W

H D

P E E

N D S

E C

T

IO

N

SEE DETAILS SHEET C-502 FOR RELOCATION DETAILS

RELOCATE BELOW NEW STORM DRAIN AS NEEDED.

EX. WATER MAIN LINE DEPTH UNKNOWN

SEE DETAILS SHEET C-502 FOR RELOCATION DETAILS

RELOCATE BELOW STORM DRAIN AS NEEDED.

EX. WATER MAIN LINE SIZE AND DEPTH UNKNOWN.

(59.7 LF) S = 0.50%

NEW 36" HDPE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:3

:5

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

C-103

N

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-104

S T

O N

E H

E D

G E D

R

IV

E

030' 10'

SCALE: 1''= 30'-0"

20' 30'

SITE PLAN

PAVED DRIVE

2"-3" MULCH

18" SANDY LOAM FILL

EXISTING GRADE

SCALE: 1''= 5'-0"

0 5'5' 2.5'

TYPE I STONE RIP-RAP (TYP.)

PAVED DRIVE

DITCH TYPICAL SECTION

12" OF 3/4" CRUSHED STONE

SEE TYPICAL BIORETENTION SECTION, THIS SHEET

SOUTHEAST BIORETENTION AREAS,

INSTALL CLEANOUT

UNDERDRAIN OFFSET FROM SECTION LINE

NOTE:

(TYP BOTH SIDES)

DAYLIGHT 6" SOLID PVC PIPE AT EL. 284.80 INTO HEADWALL

1 1

NON-WOVEN GEOTEXTILE FABRIC

WRAP CRUSHED STONE IN 8 OZ

EL. 294.59

#3 REBAR

HVCTRL #11

EL. 308.75

#3 REBAR

HVCTRL #19

BUILDING

BUILDING

SEE DETAIL, SHEET C-501

INSTALL NEW STONE HEADWALL

SEE DETAIL, SHEET C-501

INSTALL CLEANOUT (TYP BOTH SIDES)

INV IN 284.73

TO BE MAINTAINED

EXISTING 24" CMP

BIORETENTION BOTTOM AREA 45' x 8' AT ELEV 287.50

TYPICAL BIORETENTION PROFILE (BOTH AREAS) INSTALL METAL RODENT GUARD

INTO NEW STONE HEADWALL AT EL. 284.80

SOLID 6" PVC UNDERDRAIN TO OUTLET

PERFORATED 6" PVC UNDERDRAIN

S = 0.5%

N

2'-0"

EDGE OF ROADWAY

SEE TYPICAL SECTION, THIS SHEET

CENTERLINE OF STONE LINED DITCH

1.5 1.5

PROPOSED CUT LIMIT

TOP OF WALL EL. 288.00, WALL LENGTH 23'

(46"L x 24"W x 18"H) REDI ROCK OR APPROVED EQUAL

FINISHED TOP TEXTURED PRECAST BLOCK

PERFORATED 6" PVC UNDERDRAIN, (TYP.)

12" THICK, TYPE I STONE RIP-RAP (TYP.)

TOP OF WALL EL. 288.00'

(46"L x 24"W x 18"H) REDI ROCK OR APPROVED EQUAL

FINISHED TOP TEXTURED PRECAST BLOCKS

SEE TYPICAL SECTION, THIS SHEET

TOP OF WALL EL. 288.00, WALL LENGTH 15.33'

(46"L x 24"W x 18"H) REDI ROCK OR APPROVED EQUAL

FINISHED TOP TEXTURED PRECAST BLOCKS

INV. OUT 297.00

INV. IN 297.50

CONCRETE BOX CULVERT

NEW 40'L x 2'H x 3'W

SCALE: 1" = 2'-0"

0 2'2' 1'

12" TYPE I STONE RIP-RAP

6" GRANULAR MATERIAL

1'-0" GRAVEL SHOULDER (MIN.)

INV. OUT EL. 285.00

AREA AT EL. 287.5

FINISH GRADE FOR BIORETENTION

(MAX. SLOPES 4H:1V)

BIORETENTION BOTTOM AREA 50' x 10' AT ELEV 287.50

.0

.7

.2

S

IT

E P

L A

N S

O U

T H

E A

S T B

IO

R E

T E

N T

IO

N A

R E

A

SEE SHEET C-105

MATCH LINE

SEE SHEET C-103

MATCH LINE

S

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:3

:1

A

M

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

N

C-104

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-105

S T

O N

E H

E D

G E D

R

IV

E

CEDER GLEN DRIVE

BUILDING

030' 10'

SCALE: 1''= 30'-0"

20' 30'

SITE PLAN

BUILDING

S T

O N

E H

E D

G E D

R

IV

E

S

IT

E P

L A

N A

N D P

R O

F

IL

E E

A S

T

TREE TO BE REMOVED

CB

CB

030' 10'20' 30'

PROFILE

HORIZONTAL SCALE: 1''= 30'-0"

VERTICAL SCALE: 1''= 4'-0" 4'

1'

2'

3'

4'

UPPER PORTION OF CEDAR CLEN DRIVE

NEW DIRECTIONAL VANE GRATES ALONG

REPLACE EX. CB FRAME AND GRATES WITH

CURB CUT DETAIL

4'-0"

EL. 308.66

#3 REBAR

HVCTRL #12

EL. 316.53

#3 REBAR

HVCTRL #13

EL. 294.38

#3 REBAR

HVCTRL #52

DEPTH UNKNOWN

EXISTING CURB

SCALE: 1/2" = 1'-0"

0 2'2' 1'

PROPOSED CUT LIMIT

EXISTING TREE TO REMAIN

EXISTING TREE TO BE REMOVED

EXISTING GRADE

UTILITY BOX

PROTECT EXISTING CABLE

N

REPLACED CB WITH FLOWABLE FILL

FILL FIRST 3' OF PIPE (MIN.) FROM

ABANDON EXISTING 18" RCP AND

SEE NOTE THIS SHEET (TYP.)

LIMIT OF ROADWAY RECONSTRUCTION,

SEE TYPICAL SECTION, SHEET C-104

CENTERLINE OF STONE LINED DITCH

FINISHED GRADE

INSTALL 6" TALL BEEHIVE GRATE

STA. 3+33.6

WITH NEW CB #8

REMOVE AND REPLACE EX. CB

WITH FLOWABLE FILL

FILL FIRST 3' OF PIPE (MIN.)

ABANDON EXISTING 12" RCP

MAINTAIN DITCH SLOPE

FILL LOW AREA TO

AFTER FINAL DITCH GRADING HAS BEEN COMPLETED

TO BE RELOCATED BETWEEN DITCH AND ROAD EDGE

EXISTING LIGHT POST INCLUDING CONCRETE BASE,

SEE DETAIL, THIS SHEET

4' CURB CUT

STONE LINED DITCH

10'

18" HDPE INV OUT 326.50

SET 1" BELOW EDGE OF PAVEMENT AT BOTTOM OF CURB

INSTALL DIRECTIONAL VANE GRATE RIM ELEV.TO BE

NEW CB #11, STA. 11+64.6

18" HDPE INV OUT 326.00

18" HDPE INV IN 326.00

SET 1" BELOW EDGE OF PAVEMENT AT BOTTOM OF CURB

INSTALL DIRECTIONAL VANE GRATE RIM ELEV. TO BE

REMOVE AND REPLACE EX. CB WITH NEW CB #1B

NEW CB #10, STA. 11+36.2

NEW CB #6, STA. 1+59.4 = STA. 10+00.0

REMOVE AND REPLACE EX. CB WITH

18" HDPE INV OUT 320.80

18" HDPE INV IN 320.80

SET 1" BELOW EDGE OF PAVEMENT AT BOTTOM OF CURB

INSTALL DIRECTIONAL VANE GRATE RIM ELEV. TO BE

NEW CB #9, STA. 10+77.3

2"

EXISTING ROAD SURFACE

ELEVATION 2" BELOW ROAD SURFACE

REPLACE CURB SECTION TO PROVIDE A SURFACE

CONCRETE CURB TO BE SMOOTHLY SAW CUT OR

SEE SHEET C-104

MATCH LINE

SEE SHEET C-106

MATCH LINE

REPLACED CBS WITH FLOWABLE FILL

FILL FIRST 3' OF PIPE (MIN.) FROM

ABANDON EXISTING 18" RCP AND

A 2 1/2" BASE COURSE (TYPE I) AND 1 1/2" SURFACE COURSE (TYPE III)

SUBBASE TO PROVIDE 2% MINIMUM CROSS SLOPE. PAVE WITH

LIMITS SHOWN. REPLACE, GRADE, AND COMPACT NEW GRAVEL

REMOVE PAVEMENT AND 24" OF SUBBASE MATERIAL WITHIN THE

ROADWAY RECONSTRUCTION NOTE:

VANE GRATES UNLESS NOTED OTHERWISE.

ALL CATCH BASINS ON THIS SHEET SHALL HAVE DIRECTIONAL

CATCH BASIN NOTE:

WITH STANDARD GRATE

NEW CB #7, STA. 2+35.0

STORMDRAIN INSTALLATION

AND RE-INSTALLED AFTER

CONCRETE BASE, TO BE REMOVED

EXISTING LIGHT POST INCLUDING

DRAIN PIPE (94.6 LF)

NEW 18" HDPE STORM

DRAIN PIPE (71.6 LF)

NEW 18" HDPE STORM

DRAIN PIPE (132.6 LF)

NEW 18" HDPE STORM

VERIFIED BASED ON ACTUAL STRUCTURE PLACEMENT

INFORMATION. PIPE LENGTHS SHALL BE FIELD

NOTE: PIPE LENTHS ARE PROVIDED FOR GENERAL

PROFILE

DRAIN PIPE (73.3 LF)

NEW 18" HDPE STORM

DRAIN PIPE (54.9 LF)

NEW 18" HDPE STORM

DRAIN PIPE (24.4 LF)

NEW 18" HDPE STORM

PROTECTION AND GRADE TO DITCH LINE.

PLACE 8'(W)X6'(L)X1'(D) TYPE I STONE OUTLET

DAYLIGHT NEW 18" HDPE AT EL. 309.25

CB

CB

CB

W

W W

G

CB

CB

CB

G

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:3

:0

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

N

C-105

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

LIMITS OF DISTURBANCE

SHEET OF 25

336336

10+00 10+50 11+00 11+50 12+00

R

IM

E

L .1

S T

A .4 S

T A

N E

W D

IA

C B

18" HDPE INV IN 310.58

18" HDPE INV IN 312.50 (FROM CB #9)

18" HDPE INV OUT 310.58

R

IM

E

L .8

S T

A .3

N E

W D

IA

C B

18" HDPE INV IN 320.80

18" HDPE INV OUT 320.80

R

IM

E

L .0

S T

A .2

N E

W D

IA

C B

18" HDPE INV IN 326.00

18" HDPE INV OUT 326.00

N

EW

8" H

D

PE

S 9.

5%

18" HDPE INV IN 326.50

18" HDPE INV OUT 326.50

R

IM

E

L .5

V

IF

S T

A .6

N E

W D

IA

C B

NEW 18" HDPE S = 2.1%

N E

W 8" H

D P E (7

3.

LF

) S 1.

3%

(5 4.

LF

(24.4 LF)

328328

328328

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

E L .2

S T

A .8

D A

Y L

IG

H T

H D

P E

18" HDPE INV IN 310.58

18" HDPE INV IN 312.50 (FROM CB #9)

18" HDPE INV OUT 310.58

R

IM

E

L .0

S T

A .0

N E

W D

IA

C B

18" HDPE INV OUT 311.30

18" HDPE INV IN 311.30

18" HDPE INV OUT 312.28

R

IM

E

L .7

S T

A

.6

N E

W D

IA

C B

R

IM

E

L .1

S T

A .4 S

T A

N E

W D

IA

C B

NEW 18" HDPE (132.6 L

F) S = 1.0%

TO REMAIN UNDISTURBED

EX. ELECTRICAL LINE DEPTH UNKNOWN

TO REMAIN UNDISTURBED

EX. WATER MAIN LINE DEPTH UNKNOWN

TO REMAIN UNDISTURBED

EX. GAS LINE DEPTH UNKNOWN

TO REMAIN UNDISTURBED

EX. GAS LINE DEPTH UNKNOWN

TO REMAIN UNDISTURBED

EX. WATER MAIN LINE DEPTH UNKNOWN

NEW 18" HDPE (71.6 LF

) S = 1.0% NEW 18" HDPE (94.6 LF

) S = 1.0%

C-106

S T

O N

E H

E D

G E D

R

IV

E

PAVED DRIVE

PAVED DRIVE

030' 10'

SCALE: 1''= 30'-0"

20' 30'

SITE PLAN

S

IT

E P

L A

N N

O R

T H E

A S

T

EL. 323.53

#3 REBAR

HVCTRL #18

HORIZONTAL DATUM: NAD 83

ELEV.: 322.90 (NAVD 88)

UVM & SAC DISK IN LEDGE OUTCROP

WHEELOCK BENCHMARK

N

SEE SHEET C-105

MATCH LINE

BUILDING

BUILDING

BUILDING

BUILDING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:3

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

C-106

N

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

S

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-107

BI

KE

PATH

BUILDING

BUILDING

BUILDING

BUILDING

COURT

BASKETBALL

030' 10'

SCALE: 1''= 30'-0"

20' 30'

SITE PLAN

S

IT

E P

L A

N P

O N

D

POND BASELINE

02' 1' 2'

02' 1' 2'

PLAN

POND OUTLET STRUCTURE

SEE DETAIL THIS SHEET

POND OUTLET STRUCTURE

BUILDING

BUILDING

PAVED DRIVE

PAVED DRIVE

WETLAND C

WETLAND H

EL. 255.25

#3 REBAR

HVCTRL #7

EL. 257.28

#3 REBAR

HVCTRL #6

EL. 252.44

#3 REBAR

HVCTRL #5

EL. 256.49

#3 REBAR

HVCTRL #4

05' 5'2.5'

12" TYPE I RIP RAP

40'-0" FOREBAY BERM

6" GRAVEL BEDDING

6" TOPSOIL

SCALE: 1''= 5'-0"

OR COMPACTED EMBANKMENT MATERIAL.

SUITABLE UNDISTURBED EXISTING MATERIAL

N

EL. 254' TO 253'

AQUATIC BENCH

EL. 253.0'

PERMANENT POOL

EL. 254' TO 253'

AQUATIC BENCH

EL. 254' TO 253'

AQUATIC BENCH

INV OUT EL. 252.5

24" HDPE

AA

SCALE: 1"= 2'-0" STORM COVER (TYP.)

30" SOLID

STORM COVER (TYP.)

30" SOLID

24" HDPE PENETRATION

B

15" HDPE PENETRATION

BOLTED TO WALL

WITH STEEL PLATE

12" SQUARE OPENING

B

SECTION A - A

POND OUTLET STRUCTURE

SCALE: 1'' = 2-0"

EL. 256.00'

EL. 250.50'

10'-0"

02' 1' 2'

SECTION B - B

POND OUTLET STRUCTURE

SCALE: 1'' = 2-0"

PENETRATION

15" HDPE

STEEL PLATE

3.5" ORIFICE IN

STEEL PLATE

3.5" ORIFICE IN

BOLTED TO WALL

WITH STEEL PLATE

12" SQUARE OPENING

STORM COVER (TYP.)

30" SOLID

25'-0" POND SPILLWAY

GRUBBED MATERIAL OR LOAM, SEE NOTE

EL. 254 FOREBAY BERM

EL. 256 POND SPILLWAY

POND AND FOREBAY EMBANKMENT PROFILE

NO LONGER VISABLE, THEN SEED AND MULCH.

GRUBBED MATERIAL OR LOAM SUCH THAT STONE IS

NOTE:

PLATE WITH WATER TIGHT GASKET BOLTED TO WALL

12" SQUARE OPENING WITH A 1/4" GALVANIZED STEEL

PLATE WITH WATER TIGHT GASKET BOLTED TO WALL

12" SQUARE OPENING WITH A 1/4" GALVANIZED STEEL

INV. EL. 253.00

BOLTED TO WALL

WITH WATERTIGHT GASKET

3.5" ORIFICE IN 1/4" STEEL PLATE

EL. 254.90

EL. 252.70

INV EL. 252.70

PENETRATION

24" HDPE

INV. EL. 251.75

15" HDPE PENETRATION

TO REMAIN UNDISTURBED

12" CMP INV OUT EL. 255.88

12" CMP INV IN EL. 256.01

RIM EL. 258.97

EX. CB

PENETRATION

24" HDPE

LIMITS OF DISTURBANCE

D

0+02.4

1+26.8

1+70.2

2+43.3

4+09.0

4+81.5

5+63.4

4+74.7

4+35.8

3+63.1

2+58.0

1+78.1

1+57.4

0+78.4

0+24.0

0+06.2

STATION

46.8

49.9

12.8

-14.2

-22.5

-3.0

-3.4

-90.2

-105.2

-150.3

-165.0

-143.2

-115.9

-73.8

-76.2

-45.9

OFFSET

LAYOUT

DISTURBANCE

LIMITS OF

INV. EL. 250.75

15" HDPE

SILT FENCE

PROJECT DEMARCATION FENCE

VARIES

STONE TOP WIDTH VARIES. SEE PLAN THIS SHEET.

EL. 257' POND SPILLWAY

EL. 255' FOREBAY BERM

TOP OF STONE

CREST EL. 256.0

ARMOR WITH TYPE I STONE

25' WIDE SPILLWAY

CREST EL. 254.0

ARMOR WITH TYPE I STONE

40' WIDE FOREBAY BERM

S

S

S

CB

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:3

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

N

C-107/ C-108

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-108

BI

KE

PATH

BUILDING

BUILDING

BUILDING

BUILDING

COURT

BASKETBALL

030' 10'

SCALE: 1''= 30'-0"

20' 30' POND BASELINE

BUILDING

EL. 256.49

#3 REBAR

HVCTRL #4

EL. 252.44

#3 REBAR

HVCTRL #5

EL. 257.28

#3 REBAR

HVCTRL #6

EL. 255.25

#3 REBAR

HVCTRL #7

BASELINE LAYOUT

SCALE: 1" = 60'

4.

.8

126.75

.0

BASELINE LAYOUT

SCALE: 1" = 60'

EL. 255.25

#3 REBAR

HVCTRL #7

EL. 257.28

#3 REBAR

HVCTRL #6

EL. 256.49

#3 REBAR

HVCTRL #4

EL. 255.56

#3 REBAR

HVCTRL #3

B

IK

E P

A T

H

L A

Y O

U T P

L A

N P

O N

D

POND LAYOUT PLAN

2.

1.

NOTE:

62°32'42"

52°56'38"

27°34'37"

62°49'49"

.3

.1

COURT

BASKETBALL

BIKE PATH

POND LAYOUT

*CENTER OF SPILLWAY

N

5+50

5+50

5+50

5+03.5*

5+00

5+00

5+00

4+99.2*

4+50

4+50

4+50

4+50

4+50

4+50

4+50

4+00

4+00

4+00

4+00

4+00

4+00

4+00

4+00

4+00

3+50

3+50

3+50

3+50

3+50

3+50

3+50

3+50

3+50

3+00

3+00

3+00

3+00

3+00

3+00

3+00

3+00

2+50

2+50

2+50

2+50

2+50

2+50

2+50

2+28.5*

2+23.7*

2+00

2+00

2+00

2+00

2+00

2+00

2+00

2+00

2+00

1+50

1+50

1+50

1+50

1+00

1+00

1+00

1+00

0+50

0+50

0+50

STATION

STA. 5+69

-85.7

-39.6

-26.0

-26.1

-83.0

-79.0

-51.6

-32.7

-93.7

-89.2

-76.2

-59.4

-46.9

-33.1

-23.4

-114.7

-110.5

-97.8

-85.1

-74.7

-65.4

-51.8

-45.4

-31.5

-134.2

-121.8

-109.6

-97.3

-85.5

-76.2

-53.7

-44.7

-35.9

-146.8

-130.7

-118.7

-102.1

-89.5

-60.2

-48.1

-38.1

-150.7

-130.5

-118.4

-88.8

-61.8

-49.7

-39.7

-61.7

-60.2

-140.3

-119.3

-106.5

-92.3

-80.5

-67.0

-42.4

-28.9

-16.4

-95.1

-81.1

-69.7

-34.0

-72.4

-65.4

-51.1

-46.4

-55.8

-41.0

-20.2

OFFSET

ELEVATION

OFFSETS SHOWN ON POND LAYOUT TABLE ARE PERPENDICULAR TO POND BASELINE.

AT POND SITE AND SUBMIT RESULTS TO ENGINEER FOR APPROVAL PRIOR TO EXCAVATION.

CONTRACTOR TO USE MINIMUM OF TWO CONTROL POINTS TO ESTABLISH AND CONFIRM ELEVATION

STA. 1+00

BUILDING

BUILDING

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:3

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

N

C-107/ C-108

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-109

S T

O N

E H

E D

G E D

R

IV

E

BIKE PATH

BUILDING

030' 10'

SCALE: 1''= 30'-0"

20' 30'

BUILDING

BUILDING

BUILDING

BUILDING

ROAD

PAVED DRIVE

PAVED DRIVE

PAVED DRIVE

PAVED DRIVE

SCALE: 1''= 5'-0"

0 5'5' 2.5'

BUILDING

EL. 264.67

#3 REBAR

HVCTRL #2

EL. 272.16

#3 REBAR

HVCTRL #50

EL. 274.58

#3 REBAR

HVCTRL #51

S

IT

E P

L A

N S

O U

T H W

E S

T B

IO

R E

T E

N T

IO

NSEE DETAIL, SHEET C-501

NEW CATCH BASIN WITH FRAME & GRATE

REPLACE EXISTING CATCH BASIN WITH

TO BE MAINTAINED

EXISTING 24" CMP

PROPOSED GRADING, AS SHOWN

MAINTAIN 5' FROM TREES TO

NEW 6" INV IN 259.45

EX 24" INV OUT 259.35

RIM EL. 262.25

REMOVE AND REPLACE EX CB WITH NEW CB

SEE DETAIL, SHEET C-501

UNDERDRAIN WITH CLEANOUT.

INSTALL 6" PERFORATED PVC

12" OF 3/4" CRUSHED STONE

6" PERFORATED PVC UNDERDRAIN

EXISTING GRADE

S = 1.96%

EXISTING 24" CMP

2"-3" MULCH

18" SANDY LOAM FILL

NON-WOVEN GEOTEXTILE FABRIC

WRAP CRUSHED STONE IN 8 OZ

SEE DETAIL, SHEET C-501

6" SOLID PVC CLEANOUTBIORETENTION AREA AT EL. 262.0

FINISHED GRADE FOR

RIM EL. 262.25

OR APPROVED EQUIVALENT

AND GRATE, BY NEENAH FOUNDRY,

28'-0" 46'-8"

N

INV IN EL. 259.45

6" PERFORATED UNDERDRAIN

50'+/- x 20'+/- AT EL. 262.00'

BOTTOM AREA (850 SF)

SOUTH WEST BIORETENTION

SOUTH WEST BIORETENTION PROFILE

OR APPROVED EQUIVALENT

STANDARD RETAINING WALL,

NEW 30" HIGH VERSA-LOCK

SITE PLAN

SOUTH WEST BIORETENTION AREA

OF 2'-0" CLEARANCE TO STONE FILL.

COMPANY TO RELOCATE TO PROVIDE A MIN.

EX. 2" GAS LINE DEPTH UNKNOWN. GAS

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:4

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

N

C-109

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

LIMITS OF DISTURBANCE

SHEET OF 25

S

S

CB

CB

G

GRANULAR LEVELING

PAD 6" THICK

UNDISTURBED SOIL

VERTICAL JOINTS

RANDOMLY STAGGER

BURY ONE ADDITIONAL

-STEP OFTEN ENOUGH TO MAINTAIN

MINIMUM REQUIRED EMBEDMENT

DIFFERENTIAL SETTLEMENT

TO 6" PER STEP TO AVOID

-LIMIT CHANGES IN BASE ELEVATION

NOTE:

FULL UNIT MIN.

NOT TO SCALE

STEPPING BASE DETAIL

NOT TO SCALE

PINNING DETAIL

3/4" SETBACK

VERSA-TUFF PIN

2 PER UNIT

PINHOLE

SLOT

RECEIVING

NONE

NOT TO SCALE

WALL UNIT DETAIL

STRAIGHT SPLIT FACE

PINNING SLOT FOR

FREESTANDING WALLS

PIN HOLES AND SLOTS FOR 3/4"

SETBACK WALL CONSTRUCTION

SPLITTING GROOVE

FOR HALF UNIT

PIN HOLES FOR

VERTICAL WALLS

SPLITTING GROOVE FOR

FREESTANDING WALLS

16"

14"

12"

NOT TO SCALE

TYPICAL WALL SECTION

VERSA-LOK MODULAR

CONCRETE ADHESIVE

W/VERSA-LOK

CAP UNIT ADHERES

CONCRETE UNITS

GRANULAR LEVELING PAD

MIN. 6" THICK

TO TOP UNIT

4" DIA. DRAIN PIPE

OR @ 40' CENTERS MAX.

OUTLET @ END OF WALL

DRAINAGE AGGREGATE

12" THICK MIN.

12" DEEP

IMPERVIOUS FILL

EL. 264 TO 267

TOP OF WALL

EL. 263 TO 264

BOTTOM OF WALL

30" MAX EXPOSED HEIGHT

GAS LINE - EXACT LOCATION

AND DEPTH UNKNOWN

C-110

S T

O N

E H

E D

G E D

R

IV

E

030' 10'20' 30'

TO BE MAINTAINED

EXISTING 12" CMP

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

2"-3" MULCH

EXISTING GRADE

ROAD

SCALE: 1'' = 5'-0"

0 5'5' 2.5'

TO BE MAINTAINED

EXISTING 12" CMP

4' SANDY LOAM FILL

PAVED DRIVE

PAVED DRIVE

PAVED DRIVE

PAVED DRIVE

BUILDING

BUILDING

BUILDING

NORTHWEST BIORETENTION AREA

EX 12" INV OUT 259.78

NEW 6" INV IN 260.90

RIM EL. 266.87

REMOVE AND REPLACE EX CB WITH NEW CB

NON-WOVEN GEOTEXTILE FABRIC

WRAP CRUSHED STONE IN 8 OZ

EX 12" INV OUT 259.78

NEW 6" INV IN 260.90

RIM EL. 266.87

REMOVE AND REPLACE EX CB WITH NEW CB

SEE DETAIL, SHEET C-501

UNDERDRAIN WITH CLEANOUT.

INSTALL 6" PERFORATED PVC

EL. 269.32

#3 REBAR

HVCTRL #1

EL. 284.56

#3 REBAR

HVCTRL #14

EL. 279.32

#3 REBAR

HVCTRL #15

SEE DETAIL, SHEET C-501

6" SOLID PVC CLEANOUT

WETLAND E

AREA AT EL. 266.0

FINISHED GRADE FOR BIORETENTION

SCALE: 1'' = 30'-0"

S = 0.50%

6" PERFORATED PVC UNDERDRAIN

N

SEE DETAIL, SHEET C-501

NEW CATCH BASIN WITH FRAME & GRATE

REPLACE EXISTING CATCH BASIN WITH

S

IT

E P

L A

N N

O R

T H

W E

S T B

IO

R E

T E

N T

IO

N A

R E

A

12" OF 3/4" CRUSHED STONE

INV IN EL. 260.90

6" PERFORATED PVC UNDERDRAIN

RIM EL. 266.87

BY NEENAH FOUNDRY, OR APPROVED EQUIVALENT

60'+/- x 13'+/- AT EL. 266.00

BIORETENTION BOTTOM AREA (704 SF)

NORTH WEST BIORETENTION SECTION

SITE PLAN

NORTH WEST BIORETENTION AREA

S

S

S

CB

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C S

P -C

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE

SHEET

M A

Y

R D

E R

:4

D K

M T

M

H L

V

S O

U T

H B

U R

L

IN

G T

O N

V E

R M

O N

T

S T

O R

M W

A T

E R I

M P

R O

V E

M E

N T S

S T

O N

E H

E D d g n

C S

P

C .d g n

D U

B O

N

G S u b m i t t e d b y

P l t e

/1

/2

Z D

C

M A

Y

STONEHEDGE KEY PLAN

N

C-110

S

6" APPLE

20" PINE

CB

W

PROPERTY LINE

WETLAND BOUNDARY

FENCE

UNDERGROUND NATURAL GAS

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

COMMUNICATIONS

UNDERGROUND

WATER MAIN

STORM DRAIN

SEWER MAIN

EDGE OF PAVEMENT

CONTROL

HORIZONTAL VERTICAL

ELECTRICAL BOX

GAS SHUT OFF

WATER SHUT OFF

CATCH BASIN

SEWER MANHOLE

LIGHT POLE

TREES

WETLANDS

G

(EXISTING)

LEGEND

(NEW)

LEGEND

C-301

T

A T

O S

T A

P O

N D S

E C

T

IO

N S

FINISHED GRADE6" TOPSOIL (TYP.)

5'CROSS SECTIONS

10'

10'

EXISTING GRADE

OFFSET -98.7'

MATCH EXISTING GRADE

OFFSET -69.2'

MATCH EXISTING GRADE

OFFSET 13.8'

MATCH EXISTING GRADE

OFFSET -56.6'

MATCH EXISTING GRADE

OFFSET -39.5

MATCH EXISTING GRADE

OFFSET 18.8'

MATCH EXISTING GRADE

SCALE: 1'' = 10'-0"

0 10'10' 5'

0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160

0+00

0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160

0+50

0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160

1+00

0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160

1+50

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R of Engineers

US Army Corps

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

A N

S I

D d g n \1

C

C -3

.d g n

P L

O T

T E

D B

Y

D U

B O

IS

K

IN

G

New York District h tt p /w w w .n a n .u s a c e .a rm y .m il

N E

W Y

O R

K

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

NUMBER

REFERENCE