HomeMy WebLinkAboutZP-23-027 - 0800 Hinesburg Road 1/25/2023CONC. 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