CITY OF SOUTH BURLINGTON PUBLIC WORKS

CANADA

ORLEANSESSEX

WASHI

NGTON

LAMOILLE

FRANKLIN

GR

AN

D IS

LE

ADDISON

CHIT

TENDEN

ORANGE

CA

LE

DO

NIA

WIN

DS

OR

RUTLAND

BE

NNIN

GT

ON

WINDHAM

N

VT

ST

AT

E P

LA

NE

GRID

APPROVED DATE

DATUM

NEW YORK

State of

MASSACHUSETTS

Commonwealth of

NEW HAMPSHIRE

State of

PROPOSED IMPROVEMENT

Stantec Consulting Services Inc.

www.stantec.com

Fax: (802) 864-0165

Phone: (802) 864-0223

South Burlington VT U.S.A. 05403

55 Green Mountain Drive

PUBLIC WORKS

CITY OF SOUTH BURLINGTON

SHEET 1 OF SHEETS13

N

VT STATE PLANE GRID

False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83

PROJECT LOCATION

HORIZONTAL: NAD83 sFT

0 100 200

SCALE IN FEET

STP MM18(17)TREATMENT SYSTEM

BARTLETT BROOK STORMWATER

TREATMENT SYSTEM

PROJECT NAME : BARTLETT BROOK STORMWATER

PROJECT NUMBER : STP MM 18(17)

QUALITY ASSURANCE PROGRAM : LEVEL 1

LATITUDES LANE SURVEYINGSURVEYED BY :

SURVEYED DATE : OCTOBER 2017

WETLANDS.

TREATMENT WETLANDS BEHIND SHEARER CHEVROLET, EXPANSION OF THE EXISTING TREATMENT

PROJECT DESCRIPTION: CLOSED DRAINAGE ALONG ROUTE 7 TO THE EXISTING STORMWATER

VERMONT. FROM HARBOR VIEW DRIVE TO

PROJECT LOCATION: THE PROJECT IS LOCATED ALONG ROUTE 7 IN SOUTH BURLINGTON,

INDEX OF SHEETS

BARTLETT BROOK CULVERT REPAIR CROSS SECTIONS

PRE-TREATMENT SWALE CROSS SECTIONS

WETLAND TREATMENT AREA CROSS SECTIONS

GENERAL PLANS SHEETS

DETAIL SHEETS

CONVENTIONAL SYMBOLOGY AND LEGEND

TITLE SHEET

13

12

9-11

5-8

3-4

2

1

INDEX OF STANDARDS

CONVENTIONAL ROAD CONSTRUCTION APPROACH SIGNINGT-10

TRAFFIC CONTROL GENERAL NOTEST-1

CHAIN LINK FENCE, TYPE I DETAILSF-2

TREE PLANTINGE-1

REINFORCED CONCRETE CRADLE HEADWALLD-34

PRECAST REINF.CONC. MH-GRATES, CAST IROND-15

CONCRETE CATCH BASIND-13

CURBINGC-10

STANDARDS FOR RESIDENTIAL AND COMMERCIAL DRIVESB-71

8/6/2012

4/25/2016

6/1/1994

7/11/2017

3/12/2007

6/1/1994

1/3/2000

2/11/2008

7/8/2005

PLANS.

SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE

REVISIONS AND SUCH REVISED SPECIFICATIONS AND

FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT

FEDERAL HIGHWAY ADMINISTRATION ON APRI L 1 3, 2018

FOR CONSTRUCTION DATED 2018, AS APPROVED BY THE

WITH THESE PLANS AND THE STANDARD SPECIFICATIONS

CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE

VERTICAL: NAVD 83

MUNCIPAL PROJECT MANAGER

PROJECT LEADER : ISRAEL MAYNARD

2+00 3+00

1+00

5+00

6+00 7+008+00

9+00

10

+00

11

+00

12

+00

13

+00

14

+00

14

+6221+0020+00

22+00

23+00 24+00

25+00

25+79

4+00TO BURLINGTONU.S. ROUTE 7

TO SHELBURNEU.S. ROUTE 7

7/31/2018

CONCEPTUAL PLANS

www.stantec.com

Tel.

Copyright Reserved

The Contractor shall verify and be responsible for all dimensions. DO

NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Consultants

Legend

Notes

Permit-Seal

Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

ByRevision Appd. YY.MM.DD

E

L

T

R

D

BK

AH

STA

POE

POB

PRC

PCC

PT

CC

PI

PC

CURVE EXTERNAL DISTANCE

CURVE LENGTH OF

CURVE TANGENT LENGTH

CURVE RADUIS OF

CURVE DEGREE OF (100FT)

BACK STATION SUFFIX

AHEAD STATION SUFFIX

STATION PREFIX

POINT OF ENDING

POINT OF BEGINNING

POINT OF REVERSE CURVE

POINT OF COMPOUND CURVE

POINT OF TANGENCY

CENTER OF CURVE

POINT OF INTERSECTION

POINT OF CURVATURE

WITH PROPOSED ANNOTATION.

FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION

FOR EXISTING FEATURES, ALSO USED FOR PROPOSED

THESE ARE COMMON VAOT SURVEY POINT SYMBOLS

CULVERT (EXISTING)

ELECTRIC+CABLE

CABLE (TV)

ELECTRIC+TELEPHONE

UTILITY POLE GUY WIRE

ELECTRIC+TELEPHONE

PLAN LAYOUT MATCHLINE

CLEAR ZONE

TELEPHONE

ELECTRIC

CABLE+TELEPHONE

ELECTRIC+CABLE+TELEP.

ELECTRIC+TELEPHONE

ELECTRIC+CABLE

CABLE+TELEPHONE

SANITARY SEWER (SEPTIC)

ELECTRIC+CABLE+TELEP.

WATER LINE

GAS LINE

TELEPHONE

CABLE (TV)

ELECTRIC

CULVERT PROPOSED

BOTTOM OF DITCH L

STRUCTURE SUBSURFACE

.

WSO

WELL

VCTRL

TSIGN

TIE

TEL

STUMP

SIGN

SHRUB

SAT

S

RRSL

RRSIG

POST

PMK

PM

MM

MH

MB

LI

IPIPE

IP

HYD

HVCTRL

HCTRL

H

GV

GUYW

GUY

GSO

GP

GASFIL

FPOLE

EL

DITHR

COMB

CB

BND

BM

APL

IRON PIN TO BE SET

BNDNS

IPNS

CALC

BOUND TO BE SETBNDNS

IPNF

BOUND SET

ORDINARY HIGH WATER (OHW)

WETLAND BUFFER ZONE

USED TO CLARIFY AS NEEDED.

VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE

SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY

AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND

LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION,

USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER

STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS

THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER

PROW PROPOSED ROW POINT

LENGTH LENGTH CARRIED ON NEXT SHEET

EXISTING ROW POINT

(T)

(P)

UE

SR

R&REP

R&RES

LAND

I&M

HWY

EC

DRIVE

DR

DIT

D&C

CUL

CONST

CH

TEMPORARY EASEMENT

PERMANENT EASEMENT

UTILITY EASEMENT

SLOPE RIGHT

REMOVE & REPLACE

REMOVE & RESET

LANDSCAPE EASEMENT

INSTALL & MAINTAIN EASEMENT

HIGHWAY EASEMENT

EROSION CONTROL

DRIVEWAY EASEMENT

DRAINAGE EASEMENT

DITCH EASEMENT

DISCONNECT & CONNECT

CULVERT EASEMENT

CONSTRUCTION EASEMENT

CHANNEL EASEMENT

UTILITY (GENERIC-UNKNOWN)

UTILITY (GENERIC-UNKNOWN)

C

CZ

T&E

AG

HABITAT

FLOOD PLAIN

HISTORIC

HISTORIC DIST

ARCH

WATER SHUT OFF

WELL

CONTROL VERTICAL

SIGN W/DOUBLE POST

TIE

TELEPHONE POLE

STUMP

SIGN

SHRUB

SATELLITE DISH

TREE SOFTWOOD

RAILROAD SWITCH LEVER

RAILROAD SIGNAL

POST STONE/WOOD

PROJECT MARKER

PARKING METER

MILE MARKER

MANHOLE (MH)

MAILBOX

LIGHT - STREET OR YARD

IRON PIPE

IRON PIN

HYDRANT

CONTROL HORIZ. & VERTICAL

CONTROL HORIZONTAL

TREE HARDWOOD

GATE VALVE

GUY WIRE

GUY POLE

GAS SHUT OFF

GUIDE POST

GAS FILLER

FLAGPOLE

ELECTRIC POWER POLE

DROP INLET THROATED DNC

COMBINATION POLE

CATCH BASIN

BOUND

BENCHMARK

BOUND APPARENT LOCATION

SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY

IRON PIN FOUND

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

of

195311551

02 13

1" = 20'

55 GREEN MOUNTAIN DRIVE

SOUTH BURLINGTON, VT 05403

802.864.0223

DITCH

FOUNDATION

GARDEN

HEDGE

BODY OF WATER EDGE

WOOD LINE

STONE WALL

ROAD EDGE PAVEMENT

ROAD EDGE GRAVEL

DRIVEWAY EDGE

RAILROAD TRACKS

LEDGE EXPOSED

BRUSH LINE

WALL

SLOPE RIGHTS

SURVEY LINE

6F PROPERTY BOUNDARY

4F PROPERTY BOUNDARY

PROPERTY LINE (P/L)

TOWN BOUNDARY LINE

COUNTY BOUNDARY LINE

STATE BOUNDARY LINE

FENCE STEEL POST

FENCE (EXISTING)

FENCE WOOD POST

SR SR SR

FILTER CURTAIN

SILT FENCE

SILT FENCE WOVEN WIRE

EPSC MEASURES

WETLAND BOUNDARY

RIPARIAN BUFFER ZONE

SOIL TYPE BOUNDARY

HISTORIC STRUCTURE

HISTORIC DISTRICT BOUNDARY

HISTORIC AREA

AGRICULTURAL LAND

HAZARDOUS WASTE AREA

ENVIRONMENTAL RESOURCES

FISH & WILDLIFE HABITAT

FLOOD PLAIN

STORM WATER

USDA FOREST SERVICE LANDS

WILDLIFE HABITAT SUIT/CONN

CHECK DAM

ARCHEOLOGICAL BOUNDARY

ARCHEOLOGICAL & HISTORIC

UTILITY SYMBOLOGY

UNDERGROUND UTILITIES

ABOVE GROUND UTILITIES (AERIAL)

PROJECT DESIGN & LAYOUT SYMBOLOGY

CODE DESCRIPTIONPOINT

COMMON TOPOGRAPHIC POINT SYMBOLS

DESCRIPTION

PROPOSED GEOMETRY CODES

CODE

BARRIER FENCE

EPSC LAYOUT PLAN SYMBOLOGY

PROJECT CONSTRUCTION SYMBOLOGY

EROSION MATTING

PROJECT CONSTRUCTION FEATURES

STONE FILL

TOE OF FILL SLOPE

TOP OF CUT SLOPE

CONVENTIONAL TOPOGRAPHIC SYMBOLOGY

EXISTING FEATURES

CONVENTIONAL BOUNDARY SYMBOLOGY

STRIPING LINE REMOVAL

REQUIRING RE-VEGETATION

DISTURBED AREAS

THREATENED & ENDANGERED SPECIES

SHEET PILES

HAZARDOUS WASTE

PERMANENT EASEMENT LINE (P)

TEMPORARY EASEMENT LINE (T)

BOUNDARY LINES

DESCRIPTIONCODEPOINT

STATE ROW

TOWN ROW

STATE ROW (LIMITED ACCESS)

PROJECT DEMARCATION FENCE

TREE PROTECTION ZONE (TPZ)

PROPOSED STATE R.O.W.

PROPOSED STATE R.O.W. (LIMITED ACCESS)

R.O.W. ABBREVIATIONS (CODES) & SYMBOLS

SYMBOLOGY LEGEND NOTE

GENERAL INFORMATION

ROAD GUARDRAIL

L L

PP

OHW


TREATMENT SYSTEM

STP MM18(17)

CONVENTIONAL LEGEND

AND SYMBOLOGY SHEET

of 03 13

Drawing No. RevisionSheet

N.T.S.195311551

ScaleProject No.

DETAIL SHEET 1

Title

Client/Project

Permit-Seal


File Name:

Issued By Appd. YY.MM.DD

Revision By Appd. YY.MM.DD

Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223



COMMON FILL

TRENCH LIMITS

PROJECT INSIDE OF

NO ROCK SHALL

MEANS

COMPACT BY MECHANICAL

EXCEEDING 6" DIA.

MATERIALS OR STONES

FREE OF WOOD, FOREIGN

COMMON FILL MATERIAL

FINISH GRADE

CROSS COUNTRYCL

IMMEDIATELY AROUND PIPE.

BACKFILL AND TAMP MATERIAL

PIPE TO SPRINGLINE. HAND

CRUSHED GRAVEL (MIN.) BELOW

OF THE TRENCH PROVIDE 6" OF

ARE ENCOUNTERED IN THE BOTTOM

WHEN LEDGE OR STONES OVER 6"

NOTE: MINIMUM OR MATCH TYPICAL ROADWAY SECTION.

NOT TO SCALE

12"

SAWCUT PAVING

D+3 FT

TRENCH LIMITS

PIPE

D

SEE NOTE

TYPICAL STORMWATER TRENCH DETAIL


TREATMENT SYSTEM

STP MM18(17)

PZA 7/31/2018CAGISMdetails.dgn

TOPSOIL AND SEED

2" OF BITUMINOUS CONCRETE PAVEMENT

WEARING COURSE

18"

ST

ON

E

CR

US

HE

D

GR

AD

ED

DE

NS

E

(TYP.)

18"

LIMITS (D+4 FT.)

PERMANENT PAVMENT

THROUGH DRIVE

TAMP HAUNCH.

BEDDING. HAND

CRUSHED STONE

NOT TO SCALE

TYPICAL CATCH BASIN SECTION

~6" CRUSHED STONE~

2'-

0

SLAB REINFORCEMENT

CIRCUMFERENTIAL REINFORCEMENT

SLAB REINFORCEMENT

OF 1/12 INSIDE DIAMETER

WALL THICKNESS TO BE A MINIMUM

JOINTS SHALL HAVE MASTIC-SEAL

OR BUTYL RUBBER GASKET48" I.D.

SU

MP

PRECAST CONCRETE COVER

RISER AS REQUIRED

PRECAST CONCRETE BASE SECTION

5"

8"

ADJUSTMENT OF FRAME AND

CAST IRON FRAME AND GRATE

MORTAR TYPE II

STORM PIPE

OR AS SHOWN ON PLAN

2'-0"

BOOTED CONNECTION

GRATE WITH GRADE RING

TO GRADE

SLOPE

of 04 13


1" = 20'195311563

ScaleProject No.

DETAIL SHEET 2

Title

Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223




TREATMENT SYSTEM

STP MM18(17)

details.dgn PZA 7/31/2018CAGISM

8"

MIN.

OF STRUCTURE

NRS. MOUNT TO TOP

PROVIDE VALVE NUT

STRUCTURE

PRECAST CONCRETE

FILL

12" CONCRETE

NOT TO SCALE

SECTION B-B

6" MIN.

8" MIN

CRUSHED GRAVEL

12" MIN.

9"

TYP.

4'-0"

EL 124.5

STRUCTURE

TOP OF

THIS SHEET)

(SEE DETAIL

TRASH RACK

OF STEM

GUIDE AT MIDPOINT

PROVIDE VALVE STEM

VALVE

CRADLE FOR GATE

PROVIDE CONCRETE

NOT TO SCALE

SECONDARY OUTLET TRASH RACK DETAIL

TRASH RACK

2" x ‚"

ALL FACES

EXPANDED STEEL GRATE

3 LB PER SQ. FT.

(ALLOW TOP REMOVAL)

…" FASTENER

BOLTED GALVANIZED

GALVANIZED COMPOUND

COATED WITH ZINC COLD

ALL SURFACES TO BE

NOTE:

1'-0"

0'-8"

VALVE

4" GATE

OUTLET STRUCTURE

WETLAND TREATMENT AREA

INV IN = 116.00

POND DRAIN

4" DIINV. = 116.00

12" OUTLET PIPE

PLAN

4" GATE VALVE

FLOW

FLOW

FRAME & COVER

PROVIDE MANHOLE

(TYP. OF 3)

4' x 1' WEIR

B

B

4'-0"

4'-0"

8" MONOLITHIC BASE

WITH 6" WALL AND

OUTLET STRUCTURE

CONCRETE

5' x 5' PRECAST

MIN.

1.5'

MIN.

3'-0"

6" MIN.

6"

MIN.

1.5'

WALL PENETRATION

LINK SEAL

OUTLET PIPE

12" CPEP BARS @ 6" O.C.

EPOXY COATED STEEL

CAST-IN VERTICAL

DRAIN PIPE

4" DI

SECONDARY ORIFICE

2'-6"X9"

ORIFICE AND

5" PRIMARY

INV IN = 121.0

5" PRIMARY ORIFICE

INV. IN = 122.83

BARS @ 6" O.C.

EPOXY COATED STEEL

ORIFICICE WITH CAST-IN VERTICAL

2'-6" x 0'-8"' SECONDARY

bdr.dgn PZA ISM CAG 7/31/2018

110

120

130

140

150

160

170

180180

5+25

110

120

130

140

150

160

170

180180

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+25

4+50

4+75

5+00

MA

TC

HLI

NE

ST

A. 5

+00

SE

E

SH

EE

T

CP-2

ORIGINAL SHEET - ANSI D

of 05 13CP-1


1" = 20'195311551

ScaleProject No.

PLAN AND PROFILE SHEET 1

Title

MONTPELIER-BERLIN STP CVRT(2)

STP MM18(17)

STORMWATER


Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







VT STATE PLANE GRID

Copyright Reserved

www.stantec.com

Tel. 802.864.0223




N

S

140.00'

INV 66" DIA. CMP

10" MPL 10" MPL

6" CRAB 6" CRAB6" CRAB

8" ELM10" MPL

10" ELM

6" CRAB

8" MPL

SHELBURNE ROAD

ROUTE 7 /

143.60'

INV 66" DIA. CMP

REBAR

GATE POSTS

EX. METAL

EX. CATCH BASIN

(24"HDPE)

INV OUT 151.21'

RIM 159.77'(±)

EX. CATCH BASIN

POLE

LIGHT

TRAFFIC

BOX

ELECTRIC

BOX

SIGNAL

TRAFFIC

150

150

155 155 155155

PLANS

VIEW DEVELOPMENT

AREA FROM HARBOR

PROPOSED PARKING

DEVELOPMENT PLANS

HARBOR VIEW

PROPOSED BUILDING FROM

PROPOSED DRAINAGE MANHOLE #2


VIEW DEVELOPMENT PLANS

EASEMENT FROM HARBOR

PROPOSED 20' UTILITY

DEVELOPMENT PLANS

LINE FROM HARBOR VIEW

PROPOSED 8" WATER SERVICE

REMOVE 10" MAPLE

REMOVE 10" MAPLE

REMOVE 10" ELM

EXISTING HYDRANT

REMOVE AND RESET

1+00

4+00

5+00

DRAINAGE MANHOLE #1

EXISTING 24" CMP BEYOND

REMOVE PORTION OF

CONNECT TO EXISTING 24" CMP

TO REMAIN

8" MAPLE

8" ELM

REMOVE

MAPLE

REMOVE 10"

3+002+00

V = 5.70 ft/s

Q = 27.98 cfs

INV OUT = 148.77'

INV IN = 150.00'

30.00" X 251.05'

SLOPE =0.50%

V = 5.70 ft/s

Q = 27.98 cfs

INV OUT = 147.84'

INV IN = 148.77'

30.00" X 190.50'

SLOPE =0.50%

RIM EL = 160.04'

MH1

RIM EL = 157.00'

MH2

66" DIA. CMP

LL

C1775 S

helb

urn

e R

d

1540-0

1775

Parc

el #

Rebar F

ound

VT

RA

NS

BURLINGTON LLC

CATAMOUNT SOUTH

1540-01785

PARCEL #

1775 SHELBURNE RD LLC

PARCEL # 1540-01775

110

120

130

140

150

160

170

180180 180

170

160

150

140

130

120

110

5+25

5+50

5+75

6+00

6+25

6+50

6+75

7+00

7+25

7+50

7+75

8+00

8+25

8+50

8+75

9+00

9+25

9+50

9+75

10

+00

5+00

MA

TC

HLI

NE

ST

A. 5

+00

SE

E

SH

EE

T

CP-1

SEE SHEET C

P-3

MATCHLINE STA.

9+75


of 06 13CP-2


1" = 20'195311551

ScaleProject No.


Title


STP MM18(17)

TREATMENT SYSTEM


Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223


55 GREEN MOUNTAIN DRIVEVT STATE PLANE GRID


N

S

S

S

EX. GAS LINE FROM HARBOR

VIEW DEVELOPMENT PLANSDEVELOPMENT PLANS

FROM HARBOR VIEW

EX. WATER LINE

LOCATION

EX. GAS LINE

FROM GIS

MAP DATA

VALVES

TEST

VALVES

TEST

EXISTING

STORMWATER

DETENTION AREA

EXISTING BUILDING

CLUSTER

DECIDUOUS

8" MPL

3" CRAB

PLANS

VIEW DEVELOPMENT

LIGHT FROM HARBOR

RELOCATED STREET

INV 60" DIA. CMP 136.72'

SHELBURNE ROAD

ROUTE 7 /

REBAR

PARKING

EX. PAVED

EX. STORM MANHOLERIM 150.77'

INV IN 143.35'± (18"HDPE)INV OUT 134.10'± (60"CMP)

EX. CATCH BASIN

GU

Y

EX. CATCH BASIN

RIM 154.52'

INV 18" HDPE

147.36'

EX. CATCH BASIN

RIM 146.83'

INV OUT 143.95'± (18"HDPE)

GAS VALVE

PP W/ UGP

GU

Y

TRAFFIC SIGNAL

BOX

PP W/ UGP

145

145

150150

150

155

155

155 155

155155

PLANS

VIEW DEVELOPMENT

AREA FROM HARBOR

PROPOSED PARKING


FILL EXISTING SWALE

MANHOLE #3

PROPOSED DRAINAGE

TYPE, II

STONE FILL

REMOVE TREE

6'

WI

DE

PR

E-

TR

EA

TM

EN

T

SW

AL

E

5+00

MANHOLE #4PROPOSED

6+008+00

9+00

7+00

V = 5.70 ft/s

Q = 27.98 cfs

INV OUT = 146.66'

INV IN = 147.59'

30.00" X 190.62'

SLOPE =0.50%

V = 5.70 ft/s

Q = 27.98 cfs

INV OUT = 143.71'

INV IN = 144.97'

30.00" X 130.34'

SLOPE =1.00%

V = 5.70 ft/s

Q = 27.98 cfs

INV OUT = 143.50'

INV IN = 143.71'

30.00" X 26.34'

SLOPE =0.88%

RIM EL = 153.80'

MH3

RIM EL = 148.00'

MH5

RIM EL =151.95'

MH4

60" DIA. CMP

Rebar F

ound

VT

RA

NS

LLC

1693 SHELBURNE RD

1540-01693

PARCEL #

110

120

130

140

150

160

170

180180 180

170

160

150

140

130

120

110

10

+00

10

+25

10

+50

10

+75

11

+00

11

+25

11

+50

11

+75

12

+00

12

+25

12

+50

12

+75

13

+00

13

+25

13

+50

13

+75

14

+00

14

+25

14

+50

MA

TC

HLI

NE

ST

A. 9

+75

SE

E

SH

EE

T

CP-2


of 07 13CP-3


1" = 20'195311551

ScaleProject No.


Title


STP MM18(17)

TREATMENT SYSTEM


Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223



VT

ST

AT

E

PL

AN

E

GRID

False Northing: 0.0000

False Easting: 1640416.6667

Origin Latitude: 42°30'00.0000"N

Central Meridian: 72°30'00.0000"W

US Survey Foot

Transverse Mercator

NAD83 Vermont State Planes

VT83

N

BUFFER

50'OIL #2 LLC

1540-01691

PARCEL #

PARKING

EX. PAVED

120

125

125

125

130

130

135

135

140

140

145

145

PROPOSED MANHOLE #6

21

+00

22

+00

PE

RI

ME

TE

R

FE

NC

E

PR

OP

OS

ED

CH

AI

N

LI

NK

AR

EA

TR

EA

TM

EN

T

EX

PA

ND

ED

PR

OP

OS

ED

REMOVE EXISTING 15" HDPE EXISTING 60" CMP

REMOVE 20' OF

HEADWALL

PROPOSED CRADLE

TYPE, II

STONE FILL

TYPE, II

STONE FILL

6' WIDE PRE-TREATMENT SWALE

10+00

11+00

12+00 13+00 14+00 14+5014+50

P14

V = 17.47 ft/s

Q = 27.98 cfs

INV OUT = 122.00'

INV IN = 132.91'

18.00" X 194.02'

SLOPE =5.69%

RIM EL =140.00'

MH6

130

140

140

MATCHLINE STA. 12+75

SEE SHEET CP-3


of 08 13CP-4


1" = 20'195311551

ScaleProject No.


Title


STP MM18(17)

TREATMENT SYSTEM


Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223



VT STATE PLANE GRID


N

EXISTING

WETLAND

TREATMENT

AREA

MON.

CONC.

RipRap

TOP ELEV. 126.39'

CONCRETE STRUCTURE

EX. 3.6' DIA. INV. 122.40'

W/ BROKEN TOP

EX. 18" HDPE

IN SEPTEMBER 2017

DELINEATED BY GILMAN & BRIGGS

EXISTING NON-JURISDICTIONAL WETLAND

WETLAND A

WATERLINE

EX.

RIM 128.89'

MANHOLE

EX. STORM

INV 116.99'

HDPE

EX. 12"

2017

& BRIGGS IN SEPTEMBER

DELINEATED BY GILMAN

WETLAND

EXISTING CLASS II

WETLAND B

BU

FF

ER

50'

D

D

D

EX. FENCE

FE

NC

EE

X.

FENCE

EX. CHAIN LINK

120

120

120

120

120

120

120

125

125

125

125

125

12512

5

130

130

130

130

130

135

135

135 135 135

125

130

20+00 21+00 22+00 23+00 24+00

PERIMETER FENCE

PROPOSED CHAIN LINK

AREA

TREATMENT

EXPANDED

PROPOSED

AREA TO ORIGINAL DESIGN ELEVATIONS

EXCAVATE MUCK TO RESTORE WETLAND

STRUCTURE

PROPOSED OUTLET

4" DI DRAIN PIPE

OUTLET STRUCTURE

TO EXISTING

12" CPEP CONNECT

13

+00

14

+00

14

+50

14

+50

LLC

MIDDLEBURY

CATAMOUNT

1215-00068

PARCEL #

130

140

150

160

0 10 20 30 40-10-20-30-40

9+20

130

140

150

160

130

140

150

160

0 10 20 30 40-10-20-30-40

9+50

130

140

150

160

130

140

150

160

0 10 20 30 40-10-20-30-40

10+00

130

140

150

160

130

140

150

160

0 10 20 30 40-10-20-30-40

10+50

130

140

150

160

120

130

140

150

160

0 10 20 30 40-10-20-30-40

11+00

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40-10-20-30-40

11+50

120

130

140

150

160

120

130

140

150

160

0 10 20 30 40-10-20-30-40

120

130

140

150

160

4.0:1

4.0:1

4.0:1

4.0:14.0:1

3.0:1

2.0:1 2.0:

1

4.0:1

4.0:1

4.0:14.0:1

4.0:14.0:1

11+92

EL

EV

= 14

3.3

1

OFF

= -2.9

8

EL

EV

= 14

3.3

1

OFF

= 3.0

2

EL

EV

= 14

2.7

8

OFF

= -2.9

8

EL

EV

= 14

2.7

8

OFF

= 3.0

2

EL

EV

= 14

1.91

OFF

= -2.9

8

EL

EV

= 14

1.91

OFF

= 3.0

2

EL

EV

= 14

1.03

OFF

= -2.9

8

EL

EV

= 14

1.03

OFF

= 3.0

2

EL

EV

= 14

0.16

OFF

= -2.9

8

EL

EV

= 14

0.16

OFF

= 3.0

2

EL

EV

= 13

9.2

8

OFF

= -2.9

8

EL

EV

= 13

9.2

8

OFF

= 3.0

2

EL

EV

= 13

8.0

0

OFF

= -1.50

EL

EV

= 13

8.0

0

OFF

= 1.50

of 09 13


N.T.S.195311551

ScaleProject No.

CROSS SECTIONS

PRE-TREATMENT SWALE

Title

Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223



100

110

120

130

140

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

20+40

100

110

120

130

140

100

110

120

130

140

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

20+50

100

110

120

130

140

100

110

120

130

140

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

21+00

100

110

120

130

140

SEE DETAIL ON DETAILS SHEET

NEW OUTLET STRUCTURE

AS-BUILTS (TYP)

AREA BASED ON

WETLAND TREATMENT

BOTTOM OF EXISTINGEXISTING GRADE

TO ORIGINAL DESIGN

AREA TO RESTORE GRADING

EXISTING WETALND TREATMENT

MUCK EXCAVATION IN

EL

EV

= 12

0.5

0

OFF

= 1.33

EL

EV

= 12

0.0

0

OFF

= 10.0

3

EL

EV

= 12

0.0

0

OFF

= 39.7

5

EL

EV

= 12

0.5

0

OFF

= -38.6

9

of 010 13


N.T.S.195311551

ScaleProject No.

CROSS SECTIONS 1


Title

Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223




TREATMENT SYSTEM

STP MM18(17)

PZA 7/31/2018CAGISMxs.dgn

100

110

120

130

140

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

21+50

100

110

120

130

140

100

110

120

130

140

150

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

22+00

100

110

120

130

140

150

EXISTING GRADE-3.0:1

3.8:1

3.0:1

TO ORIGINAL DESIGN



MUCK EXCAVATION IN

TO ORIGINAL DESIGN



MUCK EXCAVATION IN

EL

EV

= 14

1.03

OFF

= -2.9

8

EL

EV

= 14

1.03

OFF

= -2.9

8

EL

EV

= 12

0.5

0

OFF

= 1.00

EL

EV

= 12

0.5

0

OFF

= 8.5

9

EL

EV

= 12

0.5

0

OFF

= 29.3

5

EL

EV

= 12

0.0

0

OFF

= 30.8

5

EL

EV

= 12

0.0

0

OFF

= 35.9

9

EL

EV

= 12

0.0

0

OFF

= -37.2

9

EL

EV

= 12

0.0

0

OFF

= -24.7

7

EL

EV

= 12

0.5

0

OFF

= -16.0

7

of 011 13


N.T.S.195311551

ScaleProject No.

CROSS SECTIONS 2


Title

Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223



100

110

120

130

140

150

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

22+50

100

110

120

130

140

150

110

120

130

140

150

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120

23+00

110

120

130

140

150

EXISTING GRADE

3.0:1

3.0:1

TO ORIGINAL DESIGN



MUCK EXCAVATION IN

EL

EV

= 12

0.5

0

OFF

= 35.13

EL

EV

= 119.0

0

OFF

= 26.7

1

EL

EV

= 14

1.03

OFF

= -2.9

8E

LE

V= 12

0.0

0

OFF

= -38.0

6

EL

EV

= 12

1.00

OFF

= 36.7

1

of 012 13


N.T.S.195311551

ScaleProject No.

CROSS SECTIONS 3


Title

Client/Project

Permit-Seal


File Name:



Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223



NEW CRADLE HEADWALL

2.0:1-1.5:1

-1.5:13.2:1

of 013 13


N.T.S.195311551

ScaleProject No.

CROSS SECTIONS

BARTLETT BROOK CULVERT REPAIR

Title

Client/Project

Permit-Seal


File Name:



120

130

140

150

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

120

130

140

150

12+80

110

120

130

140

150

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

13+00

110

120

130

140

150

EL

EV

= 12

7.8

9

OFF

= -5.4

1

EL

EV

= 12

7.8

9

OFF

= -15.4

1

EL

EV

= 12

4.9

7

OFF

= -8.3

3

EL

EV

= 12

4.9

7

OFF

= -13.3

3

Notes

Legend

Consultants







Copyright Reserved

www.stantec.com

Tel. 802.864.0223



CITY OF SOUTH BURLINGTON PUBLIC WORKS

Documents

Transcript of CITY OF SOUTH BURLINGTON PUBLIC WORKS