ETC ETC

T

ETC

ETC

ETC

ETC

OE OE OE OE OE OE OE OE OE OE

S S S S S S S

FM

FM

FM

S S S S S

W W W W W W W W W W W W W W W W

UE

UE

FM

S

ST

STST

ST

UE

UE

UE

UE

UE

UE

ST ST

OE

OE

OE

W

W

W

UE

UE

UE

UE

ST

FIELD DELINEATEDWETLAND LIMITS

50' WETLANDBUFFER

W

W

W

W

WW

OE

PUMPINGSTATIONS

WITHCANOPY

INV.=375.5'

INV.=374.6'

CRUSHED STONE RECREATIONAL PATH / OLD RAILROAD BED

RT. 105 WESTTO ST. ALBANS

BITUMINOUSPAVEMENT

NETT#2

3' MESH FENCE

3' MESHFENCE

STATE OF VERMONT

VILLAGE OF

Z. & L. LARIVEE

ENOSBURG FALLS

GRASS

GRASSR.O.W.

R.O.W.

EX. WOODS

EXISTING 11.25'DIA. CMPINV.=355.47'

EXISTING 11.25'DIA. CMPINV.=357.75'

EXIST. GARAGE

EXIST. BUILDING

EXIS

TING

4"

SEW

ER S

ERVI

CE

EX. SMH #2RIM=378.8'INV. IN=371.6'INV. OUT=371.5'

EX. SMH #4RIM=380.2'±INV. IN=374.0'INV. IN=376.5'(TO LATIMER)INV. OUT=373.9'

SS

EXISTING 2" STUB TO BE CAPPEDAT ELEVATION 376.5' FOR POTENTIALLATIMER WASTEWATER CONNECTION

EXISTING 8" SDR 35 PVCSEWER LINE SLOPE = 0.48%

EXISTING 8" PE 3408SEWER LINE SLOPE = 1.0%

EXISTING 4" SEWER SERVICESTUBBED AND CAPPED ASSHOWN - TYP. FOR 4 PLACESEXISTING STUB WITH CAP

FOR FUTURE CONNECTION(SLOPE = 0.5%)

EXISTING 8" MUNICIPALWATER LINE (TYP.)

APPROXIMATE LOCATION OFEXISTING 1" WATER SERVICE(LOCATION PROVIDED BYVILLAGE OF ENOSBURG)

4" C.I.

WATER

LINE

EX. WATER LINE

W

POTENTIAL FORCE MAINLOCATION. CONFIRMCONSTRUCTION ANDLOCATION WITH OWNER.

EX. 15" RCPINV.=364.7'

R.L. VALLEE, Inc.

VILLAGE OFENOSBURG FALLS

R. & M. LATIMER

E. & F. BENOIT M. & E. YAPCHANYK

EXISTING 1"WATER SERVICE

4" SDR SEW

ER LINE

EXISTING TRASHAND RECYCLINGENCLOSURE

EDGE OF A.O.T. R.O.W.

APPROXIMATEEXISTING A.O.T.LEASE LIMIT

±25' WIDE E

X.

A.O.T. LEASE

SPACE (±7

,320 SF)

APPROXIMATEEXISTING A.O.T.LEASE LIMIT

APPROXIMATEA.O.T. R.O.WCENTER LINE

25' LEASE AREA(±3,370 SF)

EXISTINGBUILDING±3,800 SFFFE=382.0'

DIESELPUMPS &CANOPY±1,080 SF

EXISTINGCURBEDSIDEWALK

8

SEWER INV.= ±372.8

EX. SEWER MANHOLERIM=380.1'

CAPPED ANDABANDONED WATERSERVICE

EXISTINGMOBILSIGN

EX. CBRIM=379.8'INV.=377.0'

15" HDPE STORM LINE

EX. CBRIM=379.8'INV. IN=375.5'INV. OUT=375.4

15" HDPE STORM LINE

EX CBRIM=377.8'INV. IN=371.4'INV. OUT=371.3

CAPPEDSEWER SERVICE

18" CONC.

STORM

CULVERT

6

EXISTING DIESELCANOPY

EXISTING UNDERGROUNDTANK LOCATION

EXISTING ABOVE GROUNDKEROSENE TANK

4

EXISTING CURBEDISLAND (TYP.)

BITUMINOUSPAVEMENT

74'±

198'±

136'±

OHP

OHP

OHP

OHP

OHP

OHP

381

381

380

380

380

380

380

379

379

379

379

378

378

378

378

377

377

377

377

377

376

376

376

375

375

374

373

372

379

OHP

NEW CB#1RIM = 378.15INV. = 373.4

NEW CB#2RIM = 378.4INV. = 372.6

12" HDPE RISERw/YARD DRAIN GRATERIM = 373.5

4" SDR 35 PERF PVCINV.=±369.0(SEE DETAIL)

12" HDPE TO EX.STORM LINEINV.=±366.8

PAVED SWALE

TOP OF BERM= 374

12" HD

PE

12"

HD

PE

NEW 12"INV. = ±371.5

5' WIDE STONE LINED SPILLWAYELEV.=±373.7

1" = 2000'

04176.01

1" = 30'

1/4/2017

C1.2

PROPOSED

STORMWATER

PLAN

LOCATION MAP

BCE

PJM/GAC

E

N

O

S

B

U

R

G

F

A

L

L

S

S

H

E

L

D

O

N

S

T

.

A

L

B

A

N

S

S

T

.

P

E

A

R

L

S

T

.

LOCATION

PROJECT

BCE

ORCHARD ST.

A

CE

R.L. VALLEE,INC.

282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANS

VERMONT 05478

PROPOSED SITEIMPROVEMENTS

ENOSBURG FALLSVERMONT, 05450

518 PEARL ST.VERMONT RT. 105

ST

UE

OE

W

FM

S

T

105

EXISTING PARKING

18 - @ EXISTING BUILDING12 - @ EXISTING PUMPS30 EXISTING SPACES

PROPOSED PARKING

30 EXISTING SPACES19 ADDITIONAL SPACES49 PROPOSED SPACES

PROPERTY OWNER/APPLICANT

R.L. VALLEE, INC.282 SOUTH MAIN STREETST. ALBANS, VT 05478

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18"

(30") PLANTING SOILMIX= 85-88% BEDDING SAND8-12% SILT0-2% CLAYORGANIC MATTER IN THE FORM OF COMPOST 3-5%

12" HDPE OVERFLOW RISERW/ YARD DRAIN GRATE(12" ABOVE SURFACE)

12" HDPE OUTLET4" PVC PERF (HOLES FACING DOWN)PLACE 4" OFF BOTTOM

(3") WASHED PEA STONE (3" THICK)(12") 11

2" WASHED STONE (12" THICK)

CONCRETE ANCHORINSIDE AND AROUNDBASE OF STANDPIPE

8"

1'-6"

pH RANGE 5.2 TO 7.0

NOTES:1. BIORETENTION SOIL SHALL NOT BE COMPACTED DURING BACKFILL.

AFTER BACKFILL OF ENTIRE PLANTING BED, PRIOR TO PLANTING ANDMULCH PLACEMENT, THE SYSTEM SHALL BE FILLED WITH WATER TOCONSOLIDATE SOIL MATERIAL. ADD ADDITIONAL PLANTING MIX ANDRESHAPE AS NECESSARY TO ACHIEVE FINISHED GRADE.

2. CONTRIBUTING SITE AREA MUST BE FULLY STABILIZED AND DENSE ANDVIGOROUS VEGETATIVE COVER MUST BE ESTABLISHED WITHINBIORETENTION AREA PRIOR TO DIRECTING RUNOFF TO THE SYSTEM.

TABLE 1. PLANTING SOIL REQUIREMENTS

EXISTING SUBGRADE OR SUITABLE FILL ORONSITE MATERIAL AS APPROVED BY ENGINEER

PLANTING NOTE:(40) ARCTIC FIRE DOGWOOD (18" HIGH) TO BEPLANTED IN 800 S.F. PLANTING BED AREA.- ALTERNATE PLANTING PLAN SUBJECT TO

ENGINEER APPROVAL

(4") WASHED PEA STONE (4" THICK)

04176.01

AS SHOWN

1/4/2017

C2.0

DETAILS

BCE

PJM

BCE

A

CE

R.L. VALLEE,INC.

282 SOUTH MAIN STREETP.O. BOX 192ST. ALBANS

VERMONT 05478

PROPOSED SITEIMPROVEMENTS

ENOSBURG FALLSVERMONT, 05450

518 PEARL ST.VERMONT RT. 105

N.T.S.

LINE STRIPING DETAIL

S-015S-0

15 P

arki

ng S

pac

e S

trip

ing

5' 11'

18'4" WHITEPAINTEDMARKINGS

9'

18'

CURBING AND/OREDGE OF PAVEMENT

HANDICAPSIGN

HANDICAP PARKING SPACESTANDARD PARKING SPACE

2' ON CENTER

TRAFFIC MARKING PAINT TO BE READY-MIXED TRAFFIC PAINT SUITABLEFOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENTCONCRETE PAVEMENT. READY-MIXED LOW VOC TRAFFIC PAINT SHALLCONSIST OF 100% ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT.

REVISED 12/09/2014

N.T.S.

TYPICAL PAVEMENT SECTION

S-003S-0

03 P

ave

Sec

-Sh

oul

der

6" CRUSHED GRAVEL - FINEAOT SPECIFICATION 704.05

2" TYPE IIBASE COURSE

SEPARATION/STABILIZATIONGEOTEXTILE

COMPACTED SUBGRADE

(FULL DEPTH CONSTRUCTION SECTION)

EMULSIFIEDASPHALT

BITUMINOUSCONCRETEPAVEMENT

112" TYPE IV

FINISH COURSE

12" DENSE GRADED CRUSHED STONEAOT SPECIFICATION 704.06

12" MINIMUMCRUSHED GRAVEL

SHOULDER

REVISED 11/10/2014

31

OR ASSHOWNON PLANS

4" MINIMUM TOPSOIL, SEED ANDMULCH ALL SIDESLOPE- USE EROSION MATTING (WHEN

REQUIRED) TO ESTABLISHVEGETATION, PARTICULARLY ONLOW SIDE OF ROADWAY

N.T.S.

CURB w/SIDEWALK DETAIL

REVISED 10/07/2015S-001

(SIMILAR WITH OUT SIDEWALK)

S-0

01 C

urb

CRUSHED GRAVEL (FINE)

DENSE GRADEDSUB-BASE MATERIAL

NOTES:

1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH1

8" JOINT BETWEEN SECTIONS.

2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTEDEVERY 20' AND SHALL BE CONSTRUCTED OF MATERIALCONFORMING TO AASHTO DESIGNATION M-153 (1

2"SPONGE RUBBER OR CORK).

3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALKAND CONCRETE CURB TOP.

6"

5"6"

6"9"

7"

18"

CONCRETE OR BRICKPAVERS1

2" R.

TOP COURSE BITUMINOUSCONCRETE PAVEMENT

BASE COURSE BITUMINOUSCONCRETE PAVEMENT

PROVIDE 12" MIN. SUBBASEMATERIAL BEHIND CURBAND TO WITHIN 6" OFFINISHED GRADE FORGRASSED SURFACES

LIMITS OF SUBBASEFOR CURB W/OUTSIDEWALK

CONCRETE CURB

N.T.S.

S-014S-0

14 P

avem

ent

Tran

sitio

n

TRANSITION FROM NEW PAVEMENTTO EXISTING PAVEMENT

EXIST. TOP COURSE TO BEREMOVED AND OVERLAINAS PART OF NEWPAVEMENT SECTION

SAW CUT PAVEMENT,CLEAN AND COAT WITHEMULSION PRIOR TOPAVING

EXIST. BASE MATERIAL

EXIST. BITUMINOUSPAVEMENT

112" TYPE IV FINISH COURSE

212" TYPE II BASE COURSENEW

CONSTRUCTION

18" (MIN.)

EDGE OF EXISTINGPAVEMENT

REVISED 08/13/2015

SECTION VIEW

2'TYP

4' WIDEBOTTOM

PROFILE VIEW

18"

AS SHOWN ON PLAN

5"

5"

N.T.S.

INFILTRATION SWALE & TIMBERCHECK DAM DETAIL

2%-3% SLOPE (SEE PLAN)

8" SEEDED TOPSOIL OVERFILTER FABRIC OVER STONE

TO CREATE GRASS SWALE

34" X 4' REBAR

LEVEL BOTTOM

112" WASHED STONE

6x6 P.T. TIMBERS

LEAVE LAST 5' OF STONEEXPOSED FOR DIRECTINFILTRATION. TOP OF SWALE (BEYOND)

34" X 4' REBARANGLES 15° TORESIST FLOTATION

6x6 P.T. TIMBERS

3:13:1

N.T.S.

TYPICAL BIORETENTION AREA

N.T.S.

TYPICAL CATCH BASIN @ CURB

REVISED 9/24/2015ST-002ST-

002

Typ

CB

(SIMILAR WITHOUT CURB)

PRECAST MANHOLE STRUCTURESSHALL CONFORM TO ASTM SPEC.C478 (LATEST EDITION)

18"

SU

MP

HDPE OUTLET PIPE(SEE PLAN FOR SIZE)

12"

MA

X.

24"x24"

48" MIN.SEE PLANS

6" MIN. CRUSHED GRAVEL

SEAL w/ HYDRAULIC CEMENTMORTAR, OR CAST-IN-PLACEFLEXIBLE M.H. SLEEVES

ADJUST TO GRADE w/CONCRETE RISERS

BITUMINOUS CONCRETEPAVEMENT (1

4" / FT. SLOPEMIN.)

SET FRAME ON FULLMORTAR BED

LEBARON LK120 (LK120A FOR DESIGN GRADES >5%)C.I. GRATE w/ 3 FLANGED FRAME (OR APPROVEDEQUAL). RIM TO BE SET 1" BELOW NORMAL CROSSSECTION ELEV.)

HIGH STRENGTHNON-SHRINK GROUT

CONCRETE CURB

PRECAST CONCRETE w/MONOLITHIC BASE

WATERTIGHT JOINT USING1" MIN. WIDTH FLEXIBLEGASKET (SEAL EXTERIORJOINTS AND LIFT HOLES w/NON-SHRINK GROUT)

NOTES:

N.T.S.

TYPICAL STORM TRENCH

REVISED 12/08/2016ST-003

D+2'

ST-

003

Sto

rm T

renc

h

PAVED

6"

6"

CO

VE

R P

ER

PLA

N

APPROVED BACKFILLTHOROUGHLY COMPACTEDIN 8" LIFTS

STORM LINE, SEE PLANFOR TYPE AND SIZE

PIPE BEDDING

UNDISTURBED SOILOR ROCK

TOPSOIL, RAKE,SEED & MULCH UNPAVED

1. COMPACTION OF BACKFILL AND BEDDING SHALL BE AMINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OFMAXIMUM DRY DENSITY DETERMINED IN THE STANDARDPROCTOR TEST (ASTM D698).

2. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZENSUBGRADE.

3. APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORETHAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THEPIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.

4. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TOPLACING OF PIPE BEDDING MATERIAL AND KEPTDEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.

5. IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATERTABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BYPLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"MAXIMUM).

6. THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BYPERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OFREPOSE AS DEFINED BY O.S.H.A. STANDARDS.

7. BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE,GRAVEL, OR SAND WITH A MAXIMUM SIZE OF 3

4". SUBMIT ASAMPLE TO THE ENGINEER FOR APPROVAL.

D

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