HomeMy WebLinkAboutSP-22-054 - Plans - Non-Record - 0800 Hinesburg RoadCONC. PADCONC. PAD
STS
SSS
S
S
W
W
W
W WWWWGG
GGGGGGG GG
G
G
G
GT
T
T
T
UE
UE
UE
UE
50'x50' EASMEMENT
10' WIDE GMP EASEMENT
STONE LINED SWALE
ST ST
STROU
T
E
8
9
-
S
O
U
T
H
ROU
T
E
8
9
-
N
O
R
T
H
HINESBURG ROAD - ROUTE 116PAVED SIDEWALK
STST PAV
E
D
S
I
D
E
W
A
L
K4104
0
0
40541039
5
400405410415395390 390385
390
3
8
0
3603653703753
5
5
355360365370380385390395400405410415365370375360415
420390
395
400
405
380
385
380
380
380
385
380385390 355360365 370375375370365360355
355
37
5
3
7
0
3
6
5
360 355n/f
WGM ASSOCIATES
n/f
P. DRUMHELLER
n/f
835 HINESBURG ROAD LLC.
728'±
1,142'±
1,72
1
'
±523'±312'±35'±ST
D
D 391
800 HINESBURG ROAD
WATERLOO REAL ESTATE GROUP, LLC
17.3± (AC.)
DSM
DSM
MAB
1" = 80'
22122.00
C1.0
LOCATION MAP
1" = 2000'
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
EXISTING
CONDITIONS
PLAN
PROJECT
LOCATION
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
89
116
PIZZAGALLI
PROPERTIES, LLC
NOTES
1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL
UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES.
EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR
SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE
(888-344-7233) PRIOR TO ANY CONSTRUCTION.
2.PROPERTY LINE INFORMATION IS BASED ON A PLAN ENTITLED "SITE PLAN
WRT-SOUTH BURLINGTON PROPERTY LLC 800 HINESBURG ROAD SOUTH
BURLINGTON, VERMONT" PREPARED BY TRUDELL CONSULTING ENGINEERS
DATED 09/11/2014 LAST REVISED 12/06/05 AND EXISTING TAX MAP INFORMATION.
THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS
ONE.
3.CONTOUR INFORMATION IS BASED UPON LIDAR DATA FROM 2014. HORIZONTAL
AND VERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88. ALL OTHER SITE
INFORMATION IS BASED UPON ORTHOMETRIC PHOTOGRAPHY .
LEGEND
EXISTING CONTOUR
APPROXIMATE PROPERTY LINE
UE
ST
S
T
W
EXISTING UNDERGROUND ELECTRIC
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING UNDERGROUND TELEPHONE
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING LIGHT POLE
S
LOT COVERAGE
PARCEL: 754,770 S.F. ± (17.3 AC.)
TOTAL IMPERVIOUS=192,270 S.F. ± (4.4 AC.±)
MAB
08/08/2022
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-SITE.dwg, 11/17/2022 1:09:08 PM, DWG To PDF.pc3
CONC. PAD
CONC. PAD
STSTS
S
SSS
SS
S
S
W
W
W
W
W
W
W
W WWWWWWWWGGGG
GGGGGGGGGGGG
G GGGG
G
G
G
G
G
G
G
GT
T
T
T
T
T
T
T
UE
UE
UE
UE
UE
UE
UE
50'x50' EASMEMENT
10' WIDE GMP EASEMENT
STONE LINED SWALE
ST
ST
ST
ST
ST
ST
STSTST
8" PVC
FOUNDATION
DRAIN
INV.=364.5±
NEW CB#6
INTERSECT EX. STORM LINE
RIM=388.0
INV.IN (SW)=MATCH EX. GRADE (MEG) (8" PVC)
(FIELD VERIFY PRIOR TO ORDER
INV.IN(NW)=MEG +.01 (15" HDPE)
INV.OUT(SE)= MEG - 0.2 (18" HDPE)
ST
INV.=384.0
ST
EMERGENCY
SPILLWAY
ELEV.=374.6
CB#7
RIM=374.5
INV.IN = 368.4 (6" W)
1.8" ORIFICE = 368.7
INV.OUT=370.7 (18"E)ST
18" HDPE W/ F.E.S. AND
STONE PLUNGE POOL
INV.=359.3
SEE DETAIL SHEET C4.0
FOREBAY #1
FOREBAY #2
50' WETLAND BUFFER
NEW CB#3
INTERSECT EX. STORM LINE
CONFIRM ELEV. PRIOR TO ORDER
RIM=383.5
INV. IN (NW)= 378.2 (12" RCP)
INV.IN (S)=377.1 (12" HDPE)
INV.OUT (NE)=377.0 (12" HDPE)
REMOVE AND REPLACE EX.
STORM LINE TO REVERSE
DIRECTION OF FLOW.
MATCH INV. AT EX. CB#2
REPAIR PAVEMENT PER
DETAIL C4.0 FDCUT AND CAP EXISTING
STORM LINES
REPAIR EXISTING PAVED WALK AS
NEEDED. SEE DETAIL SHEET C4.0
ROU
T
E
8
9
-
S
O
U
T
H
ROU
T
E
8
9
-
N
O
R
T
H
HINESBURG ROAD - ROUTE 116PAVED SIDEWALK
STST PAV
E
D
S
I
D
E
W
A
L
K
6" PER
F
.
18" H
D
P
E
371.2376374376376375 371.23754104
0
0
40541039
5
400405410415395390 390385
390
3
8
0
360365370375380385390395400405410415365370375360415
420380385390
37
5
3
7
0
3
6
5
360
378376377366367368369361362363364359357358373374372371PROPOSED SWALE376373370370365360WETLAND DELINEATED BY
WHEELER ENVIROMENTAL
SERVICES, LLC JULY 2022
GRAVEL WETLAND
SEE DETAIL SHEET C4.1
TYPE I
STONE LINED SWALE
NEW CB#4
(2)-2X2 SEE DETAIL SHEET C4.0
RIM=386.4
INV.OUT (SE)=384.7± (15" HDPE)
15"
H
D
P
E
18"
H
D
P
E
15"
HD
P
E
CB#2
RIM=382.8
INV.IN=377.4 (12"NW)
INV.OUT=375.57 (18"NE)
SUMP=372.1
18" RCP12"
RCP
CB#1
RIM=389.9
INV.IN=381.7 (12"NW)
INV.OUT=381.7 (12"SE)
SUMP=378.7
YD#1
RIM=390.0
INV.OUT=388.9 (3"E)
SUMP=388.7
ST 3" PVC
DMH#1
RIM=389.9
INV.IN=383.71 (8" E)
INV.IN=383.5 (4"S)
INV.IN=383.6 (6" S)
INV.OUT=383.8 (12"E)
SUMP= 383.4
D
D
8" PVCSTONE L
I
N
E
D
S
W
A
L
E
DMH#2
RIM=390.8
INV.IN=379.5 (18"E)
INV.IN=379.9 (4" SW)
INV.IN=388.8 (4"SE)
INV.OUT=379.6 (12"E)
SUMP= 368.1
INV.=375.9 8" (PVC)
INV.=376.2
(CONC.)
12" R
C
P
12" R
C
P
8" PV
C
TRENCHDRAINTRENCHDRAIN400398397396399395394393388.7 +
392.7 +3973983993963953
9
3
39439
2
3
9
0
391
39239
0
391
38938
6
38
7388 3853
8
2
3
8
3
38
4
38
0
3
8
1
389
387.1 +
PR
O
P
O
S
E
D
S
W
A
L
E
391
18" F.E.S.
INV.=376.0
392
391
390
390
387
388
37
6
37
6
CONTINUE FLOW
PATH TO POINTS
NORTH
PROPOSED GRASS
LINED SWALE. SEE
DETAIL SHEET C4.0
DIVERT STONE LINED
SWALE FLOW TO CB#4
NEW CB#5
INTERSECT EX. STORM LINE
RIM=388.5
INV.IN (NW) = MEG + 0.1 (15" HDPE)
INV.IN (SW)= 378.0± (MATCH EX. GRADE - MEG)
(CONFIRM IN FIELD PRIOR TO ORDER)
(EX. 12" CONC.)
INV.OUT (SE)=MEG - 0.2 (15" HDPE)
TYPE I STONE LINED
SWALE. SEE DETAIL
SHEET C4.0
REMOVE STONE, PLACE 4"
TOPSOIL, SEED AND MULCH
ALL DISTURBED AREAS.
REMOVE AND DISPOSE OF HEADWALL
AND ENOUGH PIPE SO THAT THIS
AREA CAN BE RE-GRADED TO ENABLE
MOWING. PLACE 4" LOAM, SEED AND
MULCH ALL DISTURBED AREAS
EXTEND STONE TO
BOTTOM AND CREATE
APRON ON THE FLOOR
359358376377378
LIMITS OF
PROPOSED CURB
PROPOSED CURB PER
DETAIL SHEET C4.2
LIMITS OF
PROPOSED
CURB
PROPOSED BIKE RACKS (7)
PER DETAIL SHEET C4.2
INSTALL A 3' HIGH FENCE PER
DETAIL AT WETLAND BUFFER TO
DELINEATE A 'NO MOW' ZONE
'NO MOW'
ZONE
NO MOW
3' SIDEWALK BUFFER
IN 'NO MOW' ZONE
CUT AND CAP EX. 18" RCP REMOVE STONE, PLACE 4"
TOPSOIL, SEED AND MULCH
ALL DISTURBED AREAS.
'NO MOW'
ZONE
1" = 40'C2.0
PROPOSED
CONDITIONS
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
12/08/22 DSM ADDED PROPOSED CURB
DSM
DSM
MAB
22122.00
LOCATION MAP
1" = 2000'
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
PROJECT
LOCATION
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
89
116
1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT
ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED
PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY.
THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE
CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO
ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE A
PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED
UNDERGROUND UTILITIES PRIOR TO START OF ANY EXCAVATION.
2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN
SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS
OR DIRECTED BY THE ENGINEER.
3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR
ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED
TO THE OWNER AT THE COMPLETION OF THE PROJECT.
4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS
(ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE
CONSTRUCTION.
5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION
IS ESTABLISHED.
6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK
NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND
UTILITIES.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS
AND MATERIALS INCORPORATED INTO THE SITE WORK. WORK SHALL
NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS
GRANTED.
9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND
SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN
ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL
PUBLIC WORKS STANDARDS.
10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT,
WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. UNLESS NOTED
OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS
AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW
FINISH GRADE.
11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE
SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND
SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN
ROAD R.O.W. WITH TOWN AUTHORITIES.
13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND
TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY
COMPANIES REQUIREMENTS.
14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE
DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT
CUTS SHALL BE MADE WITH A PAVEMENT SAW.
15.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE
PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE
ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE
ITEM IN QUESTION.
16.PROPERTY LINE INFORMATION IS IS BASED ON A PLAN ENTITLED
"SITE PLAN WRT-SOUTH BURLINGTON PROPERTY LLC 800
HINESBURG ROAD SOUTH BURLINGTON, VERMONT" PREPARED BY
TRUDELL CONSULTING ENGINEERS DATED 09/11/2014 LAST REVISED
12/06/05 AND EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A
BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.
17.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND
INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS,
TYPICAL FOR CONCRETE AND SOIL TESTING.
18.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD
ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL
ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE
APPLICABLE.
GENERAL NOTES
LEGEND
EXISTING CONTOUR
APPROXIMATE PROPERTY LINE
UE
ST
S
T
W
EXISTING UNDERGROUND ELECTRIC
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING UNDERGROUND TELEPHONE
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING LIGHT POLE
S
WETLANDS
WETLANDS BUFFER
ST
PROPOSED CONTOUR100
PROPOSED STORM
PROPOSED CATCH BASIN
PROPOSED SWALE
EXISTING STORM MANHOLED
EXISTING YARD DRAIN
SEE SHEET C2.1 FOR ADDITIONAL DETAIL
11/18/2022
STORMWATER
IMPROVEMENTS
12/12/22 DSM ADDED PROPOSED BIKE RACKS
12/20/22 DSM ADDED 'NO MOW' ZONE
N.T.S.
'NO MOW' FENCE DETAIL
2x2 WOOD POST
W/ 34" DRILLED HOLE IN
POST
36"EXISTING GRADE
NATIVE MATERIAL
12" YELLOW NYLON ROPE
36"20' O.C. (MIN.)P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-SITE.dwg, 12/20/2022 9:24:10 AM, DWG To PDF.pc3
CONC. PAD
CONC. PAD
STSTSTSTS
S
S
S
S SSSSSS
S
SWWWWW
W
G
GESTONE LINED SWALE
STST
STSTSTST8" PVC
FOUNDATION
DRAIN
INV.=364.5±
ST
ST
INV.=384.0
ST
ST
ST
12" HDPE F.E.S.
W/ STONE PAD
INV.=375.5
CONDUCT TEST PITTING TO CONFIRM
ELEVATION OF FOUNDATION DRAIN
IN SUPPORT OF CONFORMING THE NEED
TO RELOCATE THE LINE
EMERGENCY
SPILLWAY
ELEV.=374.6
CB#7
RIM=374.5
INV.IN = 368.4 (6" W)
1.8" ORIFICE = 368.7
INV.OUT=370.7 (18"E)
ST
ST
18" HDPE W/ F.E.S. AND STONE
PLUNGE POOL INV.=359.3
SEE DETAIL SHEET C4.0
10'x5' HYDRAULIC INLET
10'x5' HYDRAULIC INLET
FOREBAY #1
FOREBAY #2
18" SOLID RISER
RIM=372.6
INV.IN=368.4 (6" PERF.)
INV.OUT=368.4 (6" SOLID)
18" PERF. RISER
RIM=372.6
SPILLWAY=375.5
STONE LINED
TYPE I STONE
18" PERF. RISER
RIM=372.6
SPILLWAY=375.5
STONE LINED
TYPE I STONE
50' WETLAND BUFFER
NEW CB#3
INTERSECT EX. STORM LINE
CONFIRM ELEV. PRIOR TO ORDER
RIM=383.5
INV. IN (NW)= 378.2 (12" RCP)
INV.IN (S)=377.1 (12" HDPE)
INV.OUT (NE)=377.0 (12" HDPE)
REMOVE AND REPLACE EX.
STORM LINE TO REVERSE
DIRECTION OF FLOW.
MATCH INV. AT EX. CB#2
REPAIR PAVEMENT PER
DETAIL C4.0 FDFDFD
PAVED SIDEWALK
ST
PAV
E
D
S
I
D
E
W
A
L
K
6" PER
F
.
18" H
D
P
E
+ 360.2
T.O.TIM
B
E
R
+ 360.2
T.O.TIM
B
E
R
C.O.
C.O.
6"
SOLID
371.2376374376375
374375376374375 373371.2375.
5
375.5
376
375
374 372.5
375.5
375
373 372.
5
390
36036537037535
5
360380385390
3
7
5
3
7
0
3
6
5
360 355378376377366367368369361362363364359357358373374
372371376376375373372370371372373372374 373
3703693683673663653643633623613605:1
WETLAND DELINEATED BY
WHEELER ENVIROMENTAL
SERVICES, LLC JULY 2022
GRAVEL WETLAND
SEE DETAIL SHEET C4.1
TYPE I
STONE LINED SWALE
18"
H
D
P
E
EX. FOUNDATION DRAIN
INVERT UNKNOWN
CB#2
RIM=382.8
INV.IN=377.4 (12"NW)
INV.OUT=375.57 (18"NE)
SUMP=372.1
18" RCP12"
RCP
CB#1
RIM=389.9
INV.IN=381.7 (12"NW)
INV.OUT=381.7 (12"SE)
SUMP=378.7
YD#1
RIM=390.0
INV.OUT=388.9 (3"E)
SUMP=388.7
3" PVC8" PVC12" R
C
P
391
18" F.E.S.
INV.=376.0
37
6
3
7
5
.
5
3
7
5
.
5
37
7
37
7
37
8
37
6
EXTEND STONE TO
BOTTOM AND CREATE
APRON ON THE FLOOR
359358PLACE ANTI-SEEP
COLLAR AT 30' AND 70'
FROM CB#7
SEE DETAIL C4.1
SEC
T
I
O
N
A
C4.2
INSTALL A CLEANOUT
AT EACH CHANGE IN
DIRECTION
TYPE I STONE
CREATE A PAD AT THE
BOTTOM OF THE
STONE SWALE
37637737812" HD
P
E
S= 0.1
12"
HDPE
LEVEL SPREADER
SEE DETAIL SHEET C4.0
LIMITS OF
PROPOSED CURB
PROPOSED BIKE RACKS (7)
PER DETAIL SHEET C4.2
1" = 20'C2.1
PROPOSED
GRAVEL WETLAND
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
LOCATION MAP
1" = 2000'
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
PROJECT
LOCATION
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
89
116
LEGEND
EXISTING CONTOUR
APPROXIMATE PROPERTY LINE
UE
ST
S
T
W
EXISTING UNDERGROUND ELECTRIC
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING UNDERGROUND TELEPHONE
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING LIGHT POLE
S
WETLANDS
WETLANDS BUFFER
ST
PROPOSED CONTOUR100
PROPOSED STORM
PROPOSED CATCH BASIN
PROPOSED SWALE
EXISTING STORM MANHOLED
EXISTING YARD DRAIN
11/18/2022
STORMWATER
IMPROVEMENTS
12/08/22 DSM ADDED PROPOSED CURB
12/12/22 DSM ADDED PROPOSED BIKE RACKS
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-SITE.dwg, 12/12/2022 3:38:08 PM, DWG To PDF.pc3
STSTS
S
SSS
SS
S
S
W
W
W
W
W
W
W
W WWWWWWWWGGGG
GGGGGGGGGGGG
G GGGG
G
G
G
G
G
G
G
GTT
T
T
T
T
T
T
TUEUE
UE
UE
UE
UE
UE
UE
50'x50' EASMEMENT
10' WIDE GMP EASEMENT
ST
ST
ST
ST
ST
ST
STSTSTST
ST
ST
50' WETLAND BUFFER
FD TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
INSTALL 4" TOPSOIL, FERTILIZE,
LAWN SEED AND INSTALL ROLLED
EROSION CONTROL MATTING (TYP.)
AT ALL DISTURBED AREA
PERMANENT STABILIZED
PARKING LOT AND ACCESS DRIVE
INSTALL
REINFORCED SILT
FENCE ALONG
WETLAND BUFFER
INSTALL CONSTRUCTION
LIMITS FENCE (TYP. WITHIN
IN 50' OF WETLAND)
INSTALL INLET
PROTECTION
(TYP.)
ROU
T
E
8
9
-
S
O
U
T
H
ROU
T
E
8
9
-
N
O
R
T
H
HINESBURG ROAD - ROUTE 116STST 371.2376374376376375 371.23754104
0
0
40541039
5
400405410415395390 390385
390
3
8
0
3603653703753
5
5
365370360
415
420405
380
380385390 375
3
7
0
3
6
5
360 355378376377366367368369361362363364359357358373374
372371PROPOSED SWALETOPSOIL
STOCKPILE
376373370370365360INSTALL CONSTRUCTION
LIMITS TAPE
INSTALL SILT FENCE
DOWN GRADIENT
OF ALL DISTURBED
AREAS
WETLAND DELINEATED BY
WHEELER ENVIROMENTAL
SERVICES, LLC JULY 2022
ST
D
D
400398397396399395394393388.7 +
392.7
+3973983993963953
9
3
39439
2
3
9
0
391
39239
0
391
38938
6
38
7388 3853
8
2
3
8
3
3
8
4
38
0
38
1
389387.1 +
PR
O
P
O
S
E
D
S
W
A
L
E
391
392
391
390
390
387
388
37
6
37
6
359358376377378
LIMITS OF
PROPOSED CURB
PROPOSED CURB PER
DETAIL SHEET C4.2
LIMITS OF
PROPOSED
CURB
1" = 40'C3.0
EPSC SITE PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
LOCATION MAP
1" = 2000'
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
PROJECT
LOCATION
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
89
116
NOTES:
1.ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED
AND STABILIZED BEFORE THE START OF CONSTRUCTION.
2.LOAM, SEED AND MULCH ALL DISTURBED AREAS (TYP.)
3.INSTALL TEMPORARY STABILIZATION OF DISTURBED SOILS THROUGH THE
INSTALLATION OF 1" OF HAY MULCH NO MORE THAN 7 DAYS AFTER WORK
HAS CEASED IN A PARTICULAR AREA.
4.SLOPES >3:1 SHALL RECEIVE EROSION CONTROL MATTING.
5.MAXIMUM AMOUNT OF DISTURBED SOILS NOT TEMPORARILY STABILIZED
TO BE LIMITED TO NO MORE THAN 2 ACRES.
6.SILT FENCE CONTRIBUTORY AREA TO BE LIMITED TO 14 ACRE / 100 L.F.
LEGEND
CONSTRUCTION LIMITS TAPE
EROSION CONTROL MATTING
REINFORCED SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
CONSTRUCTION LIMITS FENCE
INLET PROTECTION
REVISED 09/24/2014E-003E-003 Silt Fence - wireN.T.S.
REINFORCED SILT FENCE DETAIL
NOTES:
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES.
WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING
WATERS.
2. INSTALL MIRAFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN.
3. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO
CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES
CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL
PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT
WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE
MAINTAINED UNTIL SLOPES ARE STABILIZED.
4. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE
OVERLAPPED BY 6", FOLDED AND STAPLED.
10'
10'
2.5'
METAL POST
4 x 4 WOOD
POST SPACING
212 X 212 WOOD
36" MIN.12" MIN.POST
2"8"FILTER FABRIC TO BE
MIRAFI 100X OR APPROVED
EQUAL
FILTER FABRIC TO BE
CLIPPED, BACKFILLED AND
TAMPED 8" BELOW GRADE
STEEL OR WOOD STAKES
(SEE CHART AT RIGHT)
WOVEN WIRE FENCE (MIN.
14 GAUGE w/MAX. 6" MESH
SPACING)
11/18/2022
STORMWATER
IMPROVEMENTS
12/08/22 DSM ADDED PROPOSED CURB
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-SITE.dwg, 12/8/2022 4:54:40 PM, DWG To PDF.pc3
AS SHOWN C3.1
EPSC DETAILS AND
NOTES
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
PIZZAGALLI
PROPERTIES, LLC
E-001 EC SheetN.T.S.
CONSTRUCTION FENCE DETAIL
REVISED 08/01/2014E-002E-002 Constr FenceWOOD POST
30"18"EXISTING GRADE
NATIVE MATERIAL
PLASTIC ORANGE
CONSTRUCTION FENCE
REVISED 08/01/2014E-004E-004 Constr. Ent20' (6m) RROADWAYAA
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.12'. MIN.50' MIN.
SECTION A-A
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
ROADWAY
2% OR GREATER
SPILLWAY
FILTER FABRIC
SANDBAGS OR
CONTINUOUS BERM OF
EQUIVALENT HEIGHT
DIVERSION RIDGE
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
2"-3" (50-75mm) COURSE
AGGREGATE MIN. 8"
(150mm) THICK
PLAN VIEW
NOTES:
1.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY
REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO
TRAP SEDIMENT.
2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-OF-WAY.
3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT
BASIN.
NOTE:
USE SANDBAGS OR OTHER
APPROVED METHODS TO
CHANNELIZE RUNOFF TO
BASIN AS REQUIRED
REVISED 08/01/2014E-003E-003 Silt FenceN.T.S.
SILT FENCE DETAIL
NOTES:
1. INSTALL MIRAFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN.
2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO
CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES
CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL
PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT
WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE
MAINTAINED UNTIL SLOPES ARE STABILIZED.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE
OVERLAPPED BY 6", FOLDED AND STAPLED.
10'
10'
2.5'
METAL POST
4 x 4 WOOD
POST SPACING
212 X 212 WOOD
36" MIN.12" MIN.POST
2"8"FILTER FABRIC TO BE
MIRAFI 100X OR APPROVED
EQUAL
FILTER FABRIC TO BE
CLIPPED, BACKFILLED AND
TAMPED 8" BELOW GRADE
STEEL OR WOOD STAKES
(SEE CHART AT RIGHT)
REVISED 08/01/2014E-005E-005 StockpileTEMPORARY STOCKPILE DETAIL
N.T.S.
TEMPORARY SEEDING & MULCH
OR NETTING
SILT FENCE OR HAY
BALES INSTALLED ON
DOWN GRADIENT SIDE
REVISED 08/01/2014E-007E-007 Infilt SectSILT FENCE CONSTRUCTION DETAIL
N.T.S.
2. ATTACH SILT FENCE
AND EXTEND IT TO
THE TRENCH.
3. STAPLE THE SILT
FENCING TO THE
END POSTS.
BACKFILL TRENCH.
1. SET POSTS AND
EXCAVATE A 4"X8"
TRENCH, SET POST
DOWNSLOPE.
ANGLE 10°
UPSLOPE FOR
STABILITY AND
SELF CLEANING
POSTS
SILT
FENCE
1
0
0
°12"MIN.8"COMPACTED
BACKFILL
Introduction
This project is subject to the terms and conditions of the authorization from the State of Vermont to
discharge construction related storm water runoff.
Coverage under the State Construction General Permit 3-9020 is required for any construction
activity that disturbs 1 or more acres of land, or is part of a larger development plan that will disturb
1 or more acres.
This project has been deemed to qualify as a Low Risk Site which is subject to the erosion
prevention and sediment control (EPSC) standards set for in the State of Vermont's
Low Risk Site Handbook for Erosion Prevention and Sediment Control
The following narrative and implementation requirements represent the minimum standard for
which this site is required to be maintained as regulated by the State of Vermont.
Any best management practices (BMP's) depicted on the project's EPSC Site plan which go beyond
the Handbook requirements are considered to be integral to the management of the site and
represent components of the municipal EPSC approval for the project which shall be implemented.
The EPSC plan depicts one snap shot in time of the site. All construction sites are fluid in their day
to day exposures and risks as it relates to minimizing sediment loss from the site. It is the
responsibility of the Contractor to implement the necessary BMP's to comply with the Low
Risk Handbook standards outlined on this sheet based on the interim site disturbance
conditions which may or may not be shown on the EPSC Site Plan.
Specific BMP's which are critical to allowing the project to be considered a Low Risk site include the
items checked below:
·Limit the amount of disturbed earth to two acres or less at any one time.
·There shall be a maximum of 7 consecutive days of disturbed earth exposure in any location
before temporary or final stabilization is implemented.
1.Demarcate Limits of Disturbance
Purpose:
Delineating the site will help to: limit the area of disturbance to only what is necessary for
construction, prevent unauthorized disturbance, preserve existing vegetation, and limit erosion
potential on the site.
Requirement:
You must physically mark the limits of construction activity using one of the methods described
below.
How to comply:
Before initiating any earth disturbing activities, install a perimeter fence, orange barrier tape, or
flagging on stakes or trees to physically demarcate the approved limits of earth disturbance.
2.Pollution Prevention
Purpose:
Many construction sites require storage of chemicals and materials that have detrimental effects if
released into our waterways. A storage plan for these potential pollution sources as well as a spill
prevention and clean up plan are required to mitigate these risks.
Requirement:
Design, install, implement, and maintain effective pollution prevention measures to minimize the
discharge of pollutants. At a minimum, such measures must be designed, installed, implemented
and maintained in accordance with the following requirements.
How to comply:
1. Minimize the exposure of the following to precipitation and to stormwater: building materials,
building products, construction wastes, trash, landscape materials, fertilizers, pesticides,
herbicides, detergents, sanitary waste, and other materials present on the site.
2. Minimization of exposure is not required in cases where the exposure to precipitation and to
stormwater will not result in a discharge of pollutants, or where exposure of a specific material
or product poses little risk of stormwater contamination (such as final products and materials
intended for outdoor use).
3.Limit Concurrent Earth Disturbance
Purpose:
Limit the amount of soil exposed at one time to reduce the potential erosion on the construction
site.
Requirement:
The maximum area of concurrent earth disturbance is specified on the site's written authorization
to discharge. Earth disturbance at any one time cannot exceed the maximum concurrent
disturbance identified in the authorization. Areas that are at final stabilization ornthat have been
temporarily stabilized in accordance with Section 4 of this handbook, are not counted toward the
maximum concurrent disturbance area.
How to comply:
Plan ahead and phase the construction activities to ensure that no more than the permitted
maximum concurrent acreage is disturbed and unstabilized at one time. Be sure to properly
stabilize exposed soil using one of the methods introduced in Section 4 of this handbook before
beginning work in a new section of the site.
4.Site Stabilization
Purpose:
Seeding and mulching, applying erosion control matting, and hydroseeding are all methods to
temporarily stabilize exposed soil and prevent soil erosion prior to vegetative growth. Mulches and
matting protect the soil surface while grass is establishing. Areas of earth disturbance may also be
stabilized with stone, such as rip-rap or gravel, or other impervious surfaces such as pavement and
concrete.
Requirements for Temporary Stabilization:
All areas of earth disturbance must have temporary or final stabilization within 14 days of initial
disturbance, as stated in the project authorization. After this time, disturbed areas must be
temporarily stabilized or permanently stabilized in advance of any runoff producing event. A runoff
producing event is an event that produces runoff from the construction site.
The following exception applies:
Temporary stabilization is not required if the work is occurring in a self-contained excavation (i.e.
no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches),
provided any dewatering, if necessary, is conducted in accordance with Part 13.
How to comply:
As required by the authorization, temporary stabilization for areas of earth disturbance shall be
completed utilizing one or more of the methods below:
Straw Mulch
Mulching Rates
April 16 - Oct. 14 -- Straw: 1 inch deep (1-2 bales/1,000 s.f.)
Oct. 15 - April 15 -- Straw: 2 inch deep (2-4 bales/1,000 s.f.)
*seed may also be incorporated
Wood Chip Mulch or Stump Grindings
Cover entire area with 2-7 inches or more of wood chip mulch or stump grindings.
Hydroseed
As per manufacturer's instructions. Must include mulch component. Not acceptable stabilization for
winter construction period.
Requirements for Dust Control:
Construction roads, access points, and other disturbed areas subject to surface dust movement
and dust blowing during dry periods where off-site damage may occur if dust is not controlled shall
be sprayed with water to prevent dust mobilization. Chemical applications, including the use of
chloride, shall not be applied without written approval from the VT DEC.
Requirements for Final Stabilization:
All areas of disturbance must have permanent stabilization within 48 hours of reaching final grade.
Bring the site or sections of the site to final grade as soon as possible after construction is
completed. This will reduce the need for additional sediment and erosion control measures and will
reduce the total disturbed area. Prepare bare soil for seeding by grading the top 4 to 6 inches of
soil and removing any large rocks or debris, and apply seed per suppliers specifications.
5.Stabilized Construction Access
Purpose:
A stabilized construction access helps remove mud and sediment from vehicles and equipment to
prevent tracking onto streets.
Requirements:
If there will be any vehicle or equipment traffic off of the construction site, you must install a
stabilized construction access at the start of construction.
How to install:
Rock Size: Use a mix of 1 to 4 inch stone
Depth: 8 inches minimum
Width: 12 feet minimum, flared at road for vehicle turning
Length: 40 feet minimum (or length of driveway for residential projects, if shorter)
Geotextile: Place filter cloth under entire stone bed
Maintenance:
Redress with clean stone or scarify to open voids as required to keep sediment from tracking onto
the street.
·Where sediment has been tracked-out from your site onto paved roads, sidewalks, or other
paved areas outside of your site, remove the deposited sediment by the end of the same
business day in which the track-out occurs or by the end of the next business day if track-out
occurs on a non-business day.
·Remove the track-out by sweeping, shoveling, or vacuuming these surfaces, or by using other
similarly effective means of sediment removal.
·You are prohibited from hosing or sweeping tracked out sediment into any stormwater
conveyance, storm drain inlet, or water of the state.
6.Divert Upland Runoff
Purpose:
Diversion berms intercept stormwater runoff contributing from above the construction site and
direct it around the disturbed area. This prevents offsite runoff from entering the construction site,
thus reducing the potential for erosion and reducing the drainage area contributing to the site.
Requirements:
If stormwater runoff contributes to the construction site from upslope areas and the site meets the
following two conditions, you are required to first install a diversion berm and stabilized swale
before disturbing any additional soil.
1. One or more acres of soil will be disturbed at any one time.
2. Average slope of the disturbed area is 20% or steeper.*
Diversion Berm installation:
1. Construct berm to the minimum specification above.
2. Compact the berm with a shovel or earth-moving equipment.
3. Seed and mulch berm or cover with erosion control matting immediately after installation.
4. Stabilize the flow channel with seed and mulch or erosion control matting. Line the
channel with 4 inch stone if the channel slope is greater than 20%.
5. Ensure the berm drains to an outlet stabilized with ripra p. Ensure that there is no erosion
at the outlet.
6. The diversion berm shall remain in place until the disturbed areas are completely
stabilized.
7.Install Perimeter Controls
Purpose:
Silt Fence and Erosion Control Berms intercept runoff and allow suspended sediment to settle or
filter out. Filter Socks and Straw Wattles also filter construction runoff and are acceptable for use in
specific situations. Silt Fence, Erosion Control Berms, Filter Socks and Straw Wattles are all
acceptable perimeter controls based on site specific conditions. Permittee(s) must ensure the
right practice is selected for erosion prevention and sediment control.
Requirements:
Perimeter controls must be installed:
·On the downhill side of the construction activities
·Between any ditch, swale, storm drain, or surface water and the disturbed soil
·Perimeter controls not labeled as biodegradable shall be removed once the drainage area has
reached final stabilization
How to Comply:
Select and install a perimeter control from the following options: Silt Fence, Erosion Control
Berms, Filter Socks, or Straw Wattles.
Where to place:
·Place perimeter controls on the downhill side of disturbed soil. If space is available, place
perimeter control 10 ft from the bottom of the slope, otherwise place along the contour at
the bottom of the slope.
·Ensure the perimeter control catches all runoff from distrubed soil.
·Maximum drainage area is¼ acre for 100 feet of silt fence and erosion control berm.
·Install perimeter controls across the slope (not up and down slope)
·Install multiplerows of perimeter control on long slopes to intercept flow.
·Do not install perimeter controls across ditches, channels, or streams.
·Maximum slope length (in feet) above a filter sock or straw wattle
Silt Fence
A temporary barrier of geotextile fabric installed on the contours across a project site to intercept
sediment laden runoff from small drainage areas of disturbed soil.
Silt Fence Installation:
·Dig a trench 6 inches deep across the slope
·Unroll silt fence along the trench
·Ensure stakes are on the downhill side of the fence
·Join fencing by rolling the end stakes together
·Drive stakes in against downhill side of trench
·Drive stakes until 16 inches of fabric is in trench
·Push fabric into trench; spread along bottom
·Fill trench with soil and pack down
·Gravel can be used to create ground contact with filter fabric when bedrock, ledge, or nearby
tree roots do not allow for trenching. (A secondary perimeter control can be effective in these
locations as well.)
Silt Fence Maintenance:
Remove accumulated sediment before it is halfway up the fence. Ensure that silt fence is trenched
in ground and there are no gaps. Replace any silt fence that is torn, ripped, or otherwise damaged
that
8.Storm Inlet Protection
Purpose:
Existing or new storm inlets on construction sites constitute a site perimeter and must be protected
from sediment laden runoff. The practices below allow stormwater to settle and filter through the
practice and not bypass the in let entirely.
Requirements:
Stormwater inlets shall be 4 inches above grade or an acceptable inlet control/protection should be
installed.
Inlet Protection Installation:
Proprietary Inlet Protection:
Shall provide for storage and removal of sediment and be sized appropriately for the drainage
area, while allowing stormwater to filter through. These may be used if installed and maintained in
accordance with the manufacturer's specifications.
Stone and Block Inlet Protection:
Concrete blocks placed around an inlet with a circle of filtering stone sloped against the blocks.
Filter Fabric and Stone Inlet Protection:
Vertical filter fabric installed around drop inlet with stone around fabric for stormwater filtering and
creating ground contact with filter fabric. Alternatively, fabric may be buried below ground.
9.Water Bars
Purpose:
Some sites may benefit from the use of water bars on the construction site. When installed these
may capture and redirect runoff to a stable low gradient location. Water bars limit the erosive
velocity of water by diverting surface runoff at pre-designed intervals.
Requirements:
These can be constructed per the following detail, with side slopes no steeper than 4:1 where
vehicles cross with a minimum design height of 12 inches, measured from channel bottom to ridge
top.
Water Bar installation:
Water bars should have stable outlets, either natural or constructed. The spacing should follow
Table 1:
10.Slow Down Channelized Runoff
Purpose:
Stone check dams reduce erosion in drainage channels by slowing down the stormwater flow.
Requirements:
If there is a concentrated flow(e.g. in a ditch or channel) of stormwater on your site, then you are
required to install stone check dams. Hay bales and silt fence must not be used as check dams.
Check Dam installation:
Height: No greater than 2 feet. Center of dam should be 9 inches lower than the side elevation
Side slopes: 2:1 or flatter (see p.63 for slope calculation)
Stone size: Use a mixture of 2 to 9 inch stone; the larger stone should act as armoring, while the
smaller stone helps to filter the channelized runoff. The small stone should be placed primarily in
the interior of the check dam and the large stone should be placed in an armoring layer on the
outside.
Width: Dams should span the width of the channel and extend up the sides of the banks
Spacing: Space the dams so that the bottom (toe) of the upstream dam is at the elevation of
the top (crest) of the downstream dam. This spacing is equal to the height of the check dam
divided by the channel slope.
Check Dam Maintenance:
Correct all observed damage immediately after every ru naff event.
Remove all sediment accumulated behind the check dams and dispose of in an upland location.
If significant erosion is observed between check dams, the channel shall be stone lined.
Rock Outlet Protection:
Waterways or outlets with concentrated stormwater runoff shall be stabilized with riprap, proprietary
stabilization product or permanent material. This additional stabilization is applicable in areas
where the channel slope and velocity or soil type require additional stabilization. All outlets from
concentrated stormwater flows will require a stabilized bed. Stone shall be sized so it is not
mobilized during high flows.
11.Slope Stabilization
Purpose:
Surface covering designed to protect and stabilize an area prone to erosion where seeding and
mulching may be inadequate, generally slopes 3:1 or greater. The erosion potential may be due
solely to slope angle; however,
a more gradual slope and poor soil structure can also require additional stabilization.
Requirements for Temporary Stabilization:
Use of one of the listed slope protection practices below on slopes 3:1 and greater or as needed on
flatter slopes based on soil type.
Riprap: A layer of stone designed to protect and stabilize areas subject to erosion.Rolled Erosion
Control Product:
A preformed protective blanket of straw or other plant residue, formed into a mat, with a supporting
mesh framework on one or both sides. This mesh cannot be made of a material with welded joints.
Erosion Control Matting:
Install per manufacturer's instructions.
12.Winter Construction Requirements: October 15 - April 15
Purpose:
'Winter construction' as discussed here, describes the period from October 15 through April 15,
when erosion prevention and sediment control is significantly more difficult. There are specific
requirements for sites that conduct earth disturbance during the defined Winter Construction
Period and for sites where disturbed areas have not reached final stabilization by October 15.
Rains in late fall, thaws throughout the winter, and spring melt and rains can produce significant
flows over frozen and saturated ground, greatly increasing the potential
for erosion. A construction site can be managed to anticipate these conditions to prevent erosion
and thus minimize the risk to water quality during this time period.
Requirements for Winter Shutdown:
For projects or areas of a site that will have completed earth disturbance activities prior to the
winter construction period (October 15 through April 15), the following requirements must be
adhered to:
1. For areas to be stabilized for the winter through the establishment of vegetation, seeding and
mulching shall be completed no later than September 15 to ensure adequate growth and cover
before the start of the winter period.
2. If seeding is not completed by September 15, additional non-vegetative protection must be
used to stabilize the site for the winter period. Areas of disturbance not seeded and mulched by
September 15 are required to temporarily stabilize by one of the following methods:
Implement Rolled Erosion Control Products (i.e. matting) over the areas of earth disturbance.
Apply a 2" mulch layer to areas of earth disturbance, equivalent to double the standard rate.
Mulch should be tracked in open areas vulnerable to wind.
Seeding with winter rye is recommended to allow for early germination during wet spring
conditions.
Requirements for Winter Construction
If construction activities involving earth disturbance continue into the winter construction period,
the following requirements apply:
1. Enlarged access points, stabilized to provide for snow stockpiling.
2. Snow shall be managed with adequate storage and control of meltwater, requiring cleared
snow to be stored down slope of all areas of disturbance and out of stormwater treatment
structures.
3. For areas of disturbance within 100 ft of a waterbody, the following must be installed across
the slope, down gradient of the earth disturbance: a combination of one practice from group A
placed in front of a practice from group B, or two group B practices, or a single row of Reinforced
Silt Fence
4. Drainage structures must be kept open and free of snow and ice dams.
5. Silt fence and other practices requiring earth disturbance must be installed ahead of frozen
ground.
6. Mulch used for temporary stabilization must be applied at a minimum of 2 inches with an
80-90% cover.
7. To ensure cover of disturbed soil in advance of a precipitation or melt event, areas of
disturbed soil must be stabilized prior to any runoff producing event.
Stabilization is not required if the work is occuring in a self-contained excavation (i.e. no outlet)
with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches), provided
any dewatering, if necessary, is conducted in accordance with Part 13.
8. Prior to stabilization, snow or ice must be removed to the extent practicable.
9. Use stone to stabilize areas such as the perimeter of buildings under construction or where
construction vehicle traffic is anticipated. Stone paths should
be sufficient width to accommodate vehicle or equipment traffic.
13.Dewatering Activities
Purpose:
To minimize and prevent discharges of sediment as a result of dewatering activities.
Requirements:
Stormwater and groundwater from dewatering activities shall be uncontaminated and shall be
filtered or passed through a sediment trapping device, or both, and routed in a manner that does
not result in visually turbid discharges to waters. Pump intake for dewatering must be at or near
the surface of the ponding area to prevent disturbance of the settled material. Visually turbid water
must not be pumped directly to storm drains or other conveyance that leads to waters without
implementing one or more of the practices described below.
How to comply:
Implement one or more of the following practices when dewatering:
Implement sock filters or sediment filter bags on dewatering pump discharge hoses or pipes.
Route dewatering pump into silt fence enclosures or into staked hay bale enclosures lined with
fabric.
Route dewatering pump to vegetated area at least 50 feet from surface waters and at a slope no
greater than 5%. Remove accumulated sediment after the water has dispersed or infiltrated and
stabilize the area with seed and mulch as necessary. A sufficient area of vegetation greatly
improves the efficacy of filtering/settling of turbid water discharged from a dewatering enclosure.
14.Concrete Washout
Purpose:
Concrete wash water often contains a slurry of heavy metals, can be caustic, and has a high pH.
As a result, concrete washwater is not a permitted discharge.
Requirements:
Concrete washwater and excess washout concrete should go in a lined washout. This washout
should be accessible to the cement truck and at least 50 feet away from stormwater inlets and
surface water.
Concrete Washout Installation:
If cement washout is going to occur on site, a lined concrete washout as shown below shall be
used onsite. Care should be given to assure that the washout does not overtop during a storm
event. Proprietary lined and
contained concrete washout basins may also be utilized in accordance with manufacturer's
specifications.
Concrete Washout Maintenance:
Concrete washout shall be pumped to a concrete truck as necessary, for disposal or reuse at a
batch plant. Washout may also be allowed to evaporate/harden for disposal in accordance with all
applicable local, state, and federal regulations.
15.Permanent Controls
Permanent stormwater treatment practices are constructed to maintain water quality, preserve
existing water table elevations, prevent downstream flooding, and are often required for a project
under a Vermont operational stormwater discharge permit applicable to the construction or
redevelopment of impervious surfaces.*
Permanent Stormwater Treatment Practices (STPs) include infiltration and filtering practices as well
as detention ponds and treatment wetlands. It is critical that infiltration practices do not receive
runoff until the site area has reached final stabilization.
The outlet of permanent controls that are used as temporary storage and sediment basins during
construction constitutes a potential discharge point and therefore must be managed to minimize
and prevent sediment laden stormwater discharges. These practices will often need to be reshaped
to meet the operational design criteria for volumes, grades and geometry once final grading and
stabilization has occurred.
16.Inspection, Maintenance, and Discharge Reporting
Site inspections are required to ensure that all erosion prevention and sediment control practices
are sufficient and functioning properly. Regular inspections and maintenance of practices will help
to reduce costly repairs and minimize the risk to water quality from construction stormwater
discharges.
Requirements:
Inspect the site at least once every 7 days and after every rainfall or snowmelt that results in
stormwater runoff. Perform maintenance to ensure that practices are functioning according to the
specifications outlined in this handbook. In the event of a visibly turbid discharge from the
construction site, you must take immediate action to inspect and maintain existing erosion
prevention and sediment control practices. Additional erosion prevention and sediment control
measures must be installed as necessary, including temporary stabilization, to minimize and
prevent the discharge of sediment laden stormwater runoff. If after maintaining and supplementing
BMPs, a discharge of visibly discolored stormwater from the construction site to surface waters
continues, the permittee is required to notify DEC within 24 hours.
While documentation of a routine inspection is not required, example inspection forms and forms
for required discharge reporting are available at the Stormwater Program website. Permittees shall
review Construction General Permit 3-9020 for all discharge reporting requirements. A copy of the
Low Risk Site Handbook shall be kept on-site. Daily inspections are required from October 15
through April 15.
MULCH NOTE:
MULCH FOR PURPOSES OTHER THAN
HYDROSEEDING WILL BE CLEAN STRAW, FREE
FROM WEEDS. HAY MULCH WILL NOT BE
ALLOWED TO AVOID THE SPREAD OF
NON-NATIVE SPECIES SUCH AS WILD PARSNIP.
08/08/2022
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-DETAILS.dwg, 8/5/2022 12:30:01 PM, DWG To PDF.pc3
AS SHOWN C4.0
DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
PIZZAGALLI
PROPERTIES, LLC
N.T.S.
TYPICAL CATCH BASIN
REVISED 12/03/2020ST-002ST-002 Typ CB(SIMILAR WITHOUT CURB)
PRECAST MANHOLE STRUCTURES
SHALL CONFORM TO ASTM SPEC.
C478 (LATEST EDITION)18"SUMPOUTLET PIPE
(SEE SPECS/PLAN FOR
TYPE & SIZE)
24"x24"
48" MIN.
SEE PLANS
6" MIN. CRUSHED STONE
ADJUST TO GRADE w/
CONCRETE RISERS
PRECAST CONCRETE w/
MONOLITHIC BASE
WATERTIGHT JOINT USING
1" MIN. WIDTH FLEXIBLE
GASKET (SEAL EXTERIOR
JOINTS AND LIFT HOLES w/
NON-SHRINK GROUT)
CAST IN PLACE FLEXIBLE
SLEEVES OR APPROVED
EQUAL (TYP. ALL PIPES)
FINISH GRADE
24" x 24" C.I. GRATE w/4 FLANGED
FRAME (OR APPROVED EQUAL)
ST-011
N.T.S.
END SECTION DETAIL
REVISED 01/14/2015ST-011 End SectionA
A
3
1
A-A
24" MI
N
.
CULVERT & END SECTION
TYPE I STONE FILL
MATCH DITCH SECTION
AS SHOWN (8' MIN.)
TYPE I STONE FILL
(18" MIN. THICKNESS)
CONTINUE STONE
FILL IF REQUIRED
END SECTION
CULVERT
STABILIZATION FABRIC
MIRAFI 500X OR APPROVED
EQUALDIA.N.T.S.
GRASS LINED SWALE
REVISED 10/07/2015ST-014ST-014 Grass Ditch1
3
1
3
EXISTING
GRADE
TOPSOIL EROSION CONTROL MATTING
IN SWALES STAPLE AS PER
MANUF. SPECS.
12"
MIN.
2' MIN.
WIDTH
ST-032ST-032 Level SpreaderVARIABLE (MIN. 7 FEET)6"MIN.6"x6" TREATED TIMBERS
#5 REBARS TO SECURE TIMBERS
2:1 OR
FLATTER
6' MIN.3"4' MIN.3' MIN.
EL.
CLEAN 5" MINUS
CRUSHED STONE
FILTER FABRIC
DISCHARGE TO
RECEIVING
TREATMENT
MEASURE
EL.
112" MINUS
CRUSHED
STONE
N.T.S.
LEVEL SPREADER SECTION
BENTONITE CLAY
LINER SHEET, 12"
WIDE ALONG LENGTH
AND ENDS OF
TIMBER LEVEL
SPREADER
EXTEND
CRUSHED STONE
TO TOE OF SLOPE12"MIN.2' MIN.3"6" MIN. LOW PERMEABILITY SOIL
(E.G. SILT LOAM, SILT, SILTY
CLAY LOAM)
REVISED 1/9/2017
08/08/2022
3'3'2'
A
A-A
8'DIA.13
5'
A
2'4'
4"
1.5'
1
2
N.T.S.
18" HDPE
END SECTION
PLUNGE POOL DETAIL
STABILIZATION FABRIC
MIRIAFI 500X OR
APPROVED EQUAL
6" BANK RUN GRAVEL
INV OUT & END
SECTION
TYPE II STONE FILL
(1'-0" MIN. THICKNESS)
TYPE II STONE FILL
(1'-0" MIN. THICKNESS)
REVISED 12/03/2020ST-002bST-002b Typ 2x2 CBN.T.S.
DOUBLE 2x2 CATCH BASIN (CB#4)
PRECAST MANHOLE STRUCTURES
SHALL CONFORM TO ASTM SPEC.
C478 (LATEST EDITION)
6" MIN. CRUSHED STONE
FINISH GRADE
SET FRAME ON FULL
MORTAR BED
24" x 24" C.I. GRATE w/4 FLANGED
FRAME (OR APPROVED EQUAL)
PRECAST CONCRETE w/
MONOLITHIC BASE
WATERTIGHT JOINT USING
1" MIN. WIDTH FLEXIBLE
GASKET (SEAL EXTERIOR
JOINTS AND LIFT HOLES w/
NON-SHRINK GROUT)18"SUMP6"8"
*2'-0" SQ.BASERISER8"CAST IN PLACE FLEXIBLE
SLEEVES OR APPROVED
EQUAL (TYP. ALL PIPES)18"SUMP*2'-0" SQ.
DIRECTION OF FLOW
EXTENT OF STONE
LINED SWALE 18"MINRIM=386.4 RIM=386.4
INV.OUT=384.7 INV.IN=384.7 INV.OUT=384.7
NOTE: A DOUBLE GRATE
INSTALLED OVER ONE STRUCTURE
IS AN ACCEPTABLE ALTERNATE
S-002bS-002b Bit Conc WalkREVISED 1/28/2021
N.T.S.
BITUMINOUS CONCRETE SIDEWALK DETAIL
6"6"
SIDEWALK WIDTH AS SHOWN ON PLANS
8" COMPACTED CRUSHED
GRAVEL (704.05 FINE)
212" THICK TYPE II BITUMINOUS
CONCRETE SIDEWALK
4" MINIMUM TOPSOIL AND HYDROSEED
ALL SIDESLOPES
- SEED AND STRAW MULCH OPTION
ALSO ACCEPTABLE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH VEGETATION
UNDISTURBED SOIL OR
APPROVED COMPACTED
GRANULAR FILL
N.T.S.
REPLACEMENT OF EXISTING PAVEMENT
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.O.W.
2.MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED IN
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL NOT WORK
WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE.
3.ALL BACKFILL SHALL BE MADE IN SIX INCH (6") LIFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY
DENSITY ACCORDING TO ASTM D698.
4.REPLACE EXISTING ROAD STRIPING AS NECESSARY.
S-005S-005 Replace Ex. PavREVISED 09/29/2014
NEW BIT. CONC. PAVEMENT
MATCH EX. SUBBASE
(18" MIN. CRUSHED
GRAVEL)
EXIST. SUBBASE
BOTH SIDES
SMOOTH CUT EXIST. BIT.
PAVEMENT PRIOR TO PAVING
1'-0"
(MIN.)
SEE TYPICAL TRENCH
DETAIL
D + 2' TRENCH
EXCAVATION (MIN.)
MATCH EX. PAVEMENT
(4" MIN. - 112" TYPE III
- 212" TYPE II)
ALL JOINTS SHALL BE
THOROUGHLY CLEANED AND
COATED WITH EMULSIFIED
ASPHALT PRIOR TO PAVING
EXIST. BIT. PAVEMENT
(BOTH SIDES)
N.T.S.
TYPICAL CLEANOUT DETAIL
REVISED 10/07/2015SWR-009SWR-009 CO Pvc/RebarGRASS
8" FOUNDATION DRAIN
NOTES:
1.CONTRACTOR SHALL PROVIDE TWO TIES TO ALL
BURIED C.O.'s ON THE AS-BUILT PLANS SUBMITTED TO
THE OWNER.
2.CLEANOUT TO BE INSTALLED AT ALL CHANGE OF
DIRECTION
4" PVC SDR 35
45° ELBOW
FINISH GRADE
4" PVC CAP
4"±VERTICAL REBAR FOR
LOCATING CLEANOUT WITH
METAL DETECTOR
300 PSI CONCRETE CRADLE
w/ 3 MIL POLYETHYLENE
PLACED BETWEEN PIPE &
CONCRETE
N.T.S.
STONE LINED DITCH
REVISED 08/01/2014ST-012ST-012 Spillway/Stone Ditch3:1
SEE GRADING
1PLAN
N.T.S.
EMERGENCY SPILLWAY
TO BE USED PRIMARILY
WHERE SLOPE EXCEEDS
18" FOR TYPE I
30" FOR TYPE II
(SEE GRADING PLAN)
EXISTING
GRADE
SEPARATION FABRIC
TYPE II
STONE FILL
STONE FILL
TYPE I, 12" THICK MIN.
TYPE II, 24" THICK MIN.
2' MIN.
10'12"30"
M
IN
.
4" TOPSOIL
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-DETAILS.dwg, 11/17/2022 1:07:40 PM, DWG To PDF.pc3
TOP OF BERM=376
18" DIA. HDPE
TO OUTLET
SOLID
6"
HDPE
PERF. 6" HDPE
GRAVEL WETLAND
TOP OF BERM=376
RIM=374.5 SPILLWAY= 374.6
SEE RISER
#1 DETAIL
BELOW
STONE OUTFALL
AT SWALE INLET
376.0
FOREBAY #2FOREBAY 1
SOLID 18" HDPE
376.0
12" HDPE F.E.S.
STONE OUTFALL
375.5
376.0
371.2
GRAVEL WETLAND
372.5
RIM=375.5
RIM=372.6
368.2
SOLID 18" HDPE
376.0
371.2
RIM=375.5
368.2
372.5
RIM=372.6
SPILLWAY=375.5 SPILLWAY=375.5
6' MIN.
INV. OUT=372.7
6' MIN.INV. IN=371.4
INV. IN=373.1
INV. IN=371.4
AS SHOWN C4.1
08/08/2022
DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
PIZZAGALLI
PROPERTIES, LLC
8"MUCKSOIL24", 3/4" GRAVEL4" PEA STONE
PLANTS FROM SEED ZONE 2/3
6"FLOW PATH
INLET CULVERT
HYDRAULIC INLET
TYPE II STONE
5'x10', 1' DEPTH (MIN.)
SINGLE LAYER OF WOVEN GEOTEXTILE FABRIC
BETWEEN RIPRAP AND PEASTONE LAYER ONLY
SECONDARY HYDRAULIC INLET
SLOTTED PIPE WITH SLOTTED CAP
WRAP SECTION OF PIPE IN WETLAND
SOIL LAYER WITH GEOTEXTILE FABRIC
TO PREVENT SOIL PIPING
PONDING ZONE
WETLAND SOIL LAYER
PEASTONE LAYER (3 8" STONE)
GRAVEL LAYER (34" STONE)
LOW PERMEABILITY SOILS
i.c. <0.03ft/day OR USE LINER
AT BOTTOM OF GRAVEL LAYER
ELEV. 370.7
ELEV. 371.2
N.T.S.
GRAVEL WETLAND DETAIL
N.T.S.
HYDRAULIC INLET DETAIL
N.T.S.
RISER #1 DETAIL
6" ADS N-12 SPLIT END
CAP SECURED WITH
SCREWS
INV. IN=368.4
1.8" WQv ORIFICE
INV. =368.7
INV. OUT= 370.7
SOLID 6" HDPE
6" ADS N-12 PERFORATED
HDPE PIPE
ELEV. 371.2
ELEV. 368.2
2"6" INLET FROM
18" SOLID HDPE
18" HDPE
RIM=374.5
48" I.D.
6" ADS N-12 HDPE CLEANOUT
W/ N-12 SNAP END CAP, OR
APPROVED EQUIVALENT
RIM= 372.6
INSTALL 18" NYOPLAST-ADS DROP IN
SOLID COVER OR APPROVED EQUIVALENT
18" DIA. x 6' HIGH SOILD
ADS N-12 HDPE RISER
ELEV. 368.2
PERF. 6" HDPE
90°BEND IN 6" PIPESEE SITE PLAN12"UNDISTURBED SOIL
12"
BERM ELEV. 376.0
SEED MIX SHALL BE OBTAINED FROM THE FOLLOWING
VENDOR, OR SUBSTITUTE SUBJECT TO ENGINEER
APPROVAL
VERMONT WETLAND PLANT SUPPLY, LLC
P.O. BOX 153
ORWELL, VT 05760
TELEPHONE: 802-948-2553
FAX: 802-948-2522
CELL: 802-989-4529
DREDONDO@VERMONTWETLANDPLANTS.COM
SEED MIX:
BROADCAST "DETENTION BASIN/WET MEADOW SEED MIX"
IN WETLAND AREAS COVERING BASE UP TO BERM
HEIGHT AT A RATE OF 35 LBS PER ACRS, 1 LB PER 1,200
S.F. BROADCAST TURF GRASS ALONG SLOPES OUTSIDE
OF WETLANDS.
SPECIES COMPOSITION:
PANICUM VIRGATUM, ELYMUS VIRGINIOUS, FESTUCA
RUBRA, CAREX VULPINOIDEA, CAREX SCOPARIA,
SCIRPUS CYPERINUS, SCIRPUS ATROVIRENS, BIDNES
CERNUA, EUPATORIUM PERFOLIATUM,
EUPATORIADELPHUS MACULATUS, JUNCUS EFFUSUS,
ONCCLEA SENSIBILIS, VERBENA HASTATA,
SYMPHYOTRIOHUM NOVA-ANGLIAEA
N.T.S.
GRAVEL WETLAND SECTION SOUTH -NORTH
N.T.S.
GRAVEL WETLAND SECTION WEST - EAST
SPILLWAY ELEV. 374.6
N.T.S.
ANTI-SEEP COLLAR
NOTES:
·CUT ROUND HOLE IN CENTER OF
RUBBER THAT IS SMALLER THAN
PIPE SIZE. (APPROX. 33% SMALLER)
·AGRI DRAIN OR APPROVED EQUAL.
ANTI-SEEP COLLAR
HDPE OUTLET PIPE
ELEV. 367.1
ELEV. 366.9
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-DETAILS.dwg, 11/17/2022 1:06:54 PM, DWG To PDF.pc3
0+00 0+50 1+00
360
362
364
366
368
370
372
374
376
378
380
3:1
3:1
3:1
5:1
BERM
ELEV.=376
371.2 = TOP OF MUCK SOIL
CB#7
RIM=374.5
INV.IN = 368.4 (6" W)
1.8" ORIFICE = 368.7
INV.OUT=370.7 (18"E)
360
362
364
366
368
370
372
374
376
378
380
18" SOLID RISER
RIM=372.6
INV.IN=368.4 (6" PERF.)
INV.OUT=368.4 (6" SOLID)
6" PERF.
18" HDPE
6" SOLID
SPILLWAY BEYOND
ELEV.=374.6
EXISTING GRADE
1" = 5'C4.2
GRAVEL WETLAND
SECTION AND
MISC. DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
12/08/22 DSM ADDED CURB DETAIL
DSM
DSM
MAB
22122.00
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
SCALE: 1" = 5'
SECTION A-A
STORMWATER
IMPROVEMENTS
11/18/2022
REVISED 3/27/2020S-001aS-001 Curb - no walkN.T.S.
CURB DETAIL
CRUSHED GRAVEL (FINE)
DENSE GRADED
SUB-BASE MATERIAL
NOTES:
1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH
18" JOINT BETWEEN SECTIONS.
2.CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED
EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL
CONFORMING TO AASHTO DESIGNATION M-153 (12"
SPONGE RUBBER OR CORK).
3.ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK
AND CONCRETE CURB TOP.
6"
12"9"6"18"12" R.
TOP COURSE BITUMINOUS
CONCRETE PAVEMENT
BASE COURSE BITUMINOUS
CONCRETE PAVEMENT
PROVIDE 12" MIN. SUBBASE
MATERIAL BEHIND CURB
AND TO WITHIN 6" OF
FINISHED GRADE FOR
GRASSED SURFACES
CONCRETE CURB
6"REVISED 8/9/2015M-015aM-015a Bike rackOR APPROVED EQUAL
22"1 7/8"36"N.T.S.
BIKE RACK (PARK-IT BIKE RACKS)
NOTE: BIKE RACKS SHALL BE SURFACE
MOUNTED PER MANUFACTURERS
SPECIFICATIONS
REVISED 10/21/2019M-015bM-015b BIKE RACK (PLAN VIEW)30"CL TO CL OF HOOP24" MIN.24" MIN.30" MIN.30" MIN.
N.T.S.
BIKE RACK (PLAN VIEW)
CONC. PAD
SEE BIKE
RACK DETAIL
REFER TO CONCRETE SIDEWALK
DETAIL FOR CONC. PAD
12/12/22 DSM ADDED PROPOSED BIKE RACKS
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-DETAILS.dwg, 12/12/2022 3:38:25 PM, DWG To PDF.pc3
NTS C5.0
SPECIFICATIONS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
PIZZAGALLI
PROPERTIES, LLC
08/08/2022
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-DETAILS.dwg, 8/5/2022 12:30:25 PM, DWG To PDF.pc3
NTS C5.1
SPECIFICATIONS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
PIZZAGALLI
PROPERTIES, LLC
08/08/2022
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-DETAILS.dwg, 8/5/2022 12:30:30 PM, DWG To PDF.pc3
NTS C5.2
SPECIFICATIONS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
208 FLYNN AVE SUITE 2H BURLINGTON, VT 05401
P: 802-497-2367 web: www.watershedca.com
DSM
DSM
MAB
22122.00
PIZZAGALLI
PROPERTIES, LLC
462 SHELBURNE ROAD,
SUITE 101
BURLINGTON, VT 05401
800 HINESBURG ROAD
SOUTH BURLINGTON, VT
PIZZAGALLI
PROPERTIES, LLC
08/08/2022
P:\AutoCADD Projects\2022\22122-Pizzagalli Properties\1-CADD Files-22122\dwg\22122-DETAILS.dwg, 8/5/2022 12:30:36 PM, DWG To PDF.pc3