approximate a.o.t. r.o.w center line 379 etc t etc etc etc etc oe oe oe oe oe oe oe oe oe oe s s s s...
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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.
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