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Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
ORIGINAL SHEET - ANSI D
195311743
0
SOUTH BURLINGTON, VT 05403
802.864.0223
10 22
PLAN AND PROFILE SHEET 2
1" = 20'
STP MM19(10)
CP-2
0 20 40
0
10
20
SCALE IN FEET
LINDENWOO DRIVE
DETENTION POND
MATCHLINE STA. 15+25 SEE SHEET CP-1
03
04
05
06
07
09
CONSTRUCT STONE FILL TYPE II, AT OUTLET
OUTLET STRUCTURE AT STA. 17+11, LT
CONSTRUCT NEW DETENTION POND
INSTALL 18" X 58' CPEP
STA. 17+00, LT TO STA. 17+06, LT NVT 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
CATCH BASIN AT STA. 15+49
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 62' CPEP(SL)
STA. 15+49, C/L. TO STA. 16+13, C/L
CATCH BASIN AT STA. 16+13, C/L
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 52' CPEP(SL)
STA. 16+13, C/L TO STA. 16+68, C/L
CATCH BASIN AT STA. 17+57, CL
CONSTRUCT NEW PRECAST PREINFORCED CONCRETE
INSTALL 15" X 86' CPEP(SL)
STA. 16+68, C/L TO STA. 17+57, C/L
CATCH BASIN CONSTRUCTION)
SHALL BE CONSIDERED INCIDENTAL TO
(CONNECTING TO EXISTING PIPE
CONNECT TO EXISTING 15" CSP
CATCH BASIN AT STA. 18+43, CL
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 50' CPEP(SL)
STA. 17+91, C/L TO STA. 18+43, C/L
08
TANK AT STA. 17+91, CL
CONSTRUCT NEW PRECAST PRE TREATMENT
INSTALL 18" X 14' CPEP(SL)
STA. 16+68, C/L TO STA. 16+68, LT
CATCH BASIN AT STA. 17+91, CL
CONSTRUCT NEW PRECAST PREINFORCED CONCRETE
INSTALL 15" X 30' CPEP(SL)
STA. 17+57, C/L TO STA. 17+91, C/L
PIPE LENGTHS SHOWN IN CONSTRUCTION NOTES ARE PAY LENGTH.
PIPE LENGTHS SHOWN IN PROFILE ARE ACTUAL LENGTH.
NOTE:
SYMBOL BOTANICAL NAME QTY SIZE COMMENTCOMMON NAME
AS SUGAR MAPLE 1
'GREEN MOUNTAIN'
ACER SACCHARUM
CAL.
2.5"-3"
ROZZI BREWER
& SANDRA
REESE, ROBERT
JACQUELINE S.
WEINSTOCK,
GLEN S. & LORETTA
MARRIOTT,
CITY OF SOUTH BURLINGTON
VOL. 63, PG. 242
SOUTH BURLINGTON,
EASEMENT TO CITY OF
B & B
16+39.2-17+52.5, LT.
SPECIAL PROVISION (SPLIT RAIL FENCE)
193 TILLEY DRIVE, SUITE 101
2
0
5
205210
210210215215215
22022022022015
"CM
P
15"CMP
4"PVC
15"CMP
4"PVC
DIRT PATH
8"CHERRY
34"OAK
ARMH 104
WATCH
NEIGHBORHOOD
30"MAPLE
PATH
CROSSING
VEHICLES 5"MAPLE
6"MAPLE
48"OAK
7"MAPLE
8"APPLE
12"APPLE
BRICK PLANTER
BASE 3'TALL
03
200
210
220
230230
200
210
220
230230
15+2515+5015+7516+0016+2516+5016+7517+0017+2517+5017+7518+0018+2518+5018+7519+00
RIM EL = 220.83'
CB7
INV OUT = 216.29'
INV IN = 216.59'
15.00" X 60.21'
SLOPE =0.50%
INV OUT = 215.94'
INV IN = 216.19'
15.00" X 50.30'
SLOPE =0.50%
INV OUT = 215.72'
INV IN = 216.14'
15.00" X 85.75'
SLOPE =0.50%
INV OUT = 216.24'
INV IN = 216.39'
15.00" X 29.39'
SLOPE =0.50%
INV OUT = 216.49'
INV IN = 216.73'
15.00" X 48.73'
SLOPE =0.50%
RIM EL =222.00'
CB5
RIM EL =222.00'
CB6
RIM EL =222.00'
CB4
RIM EL =222.65'
CB3
04
TANK #1
PRETREATMENT
05 06 07
EXIST. 24" WATER
8.33'
INSULATION BOARD 215215220
220220NOVEMBER 2017
DELINEATED BY GILMAN & BRIGGS IN
EXISTING CLASS II WETLAND (PER VT DEC GUIDANCE)50' WETLAND BUFFER(ASSUMED)
EXIST. SEWER
(ASSUMED)
EXIST. SEWER
(ASSUMED)
EXIST. SEWER
16+00
STA 15+49.02PI
SEED PER TURF ESTABLISHMENT DETAIL
GRAVEL ACCESS ROAD, CAP WITH TOPSOIL AND
RETAIN 5" MAPLE
REMOVE 6" MAPLE
EXISTING 15" CMP
CUT, CAP AND ABANDON
EASEMENT
EXISTING DRAINAGE
OUTLET STRUCTURE
DRY DETENTION BASIN
CATCH BASIN
CSP TO PROPOSED
CONNECT EXISTING 15"
STA 17+57.28PI18+00 18+4318+43STA 18+43.41POESTA
1
6
+1
3.
2
3
P
I
STA 17+90.67PI
FENCE
PROPOSED SPLIT RAIL
6' GATE
APPLE
RETAIN 8"
GEOMEMBRANE LINER
6' FENCE GATE
PRETREATMENT TANK
2000 GALLON
17+0016+00(1)AS
03
04
07
09
CB3
CB4
CB7
05
06CB5
CB6
08
1,367 sf
911 sf541 sf1,029 sf
686 sf407 sf1,456 sf
1,920 sf2,433 sf
3,006 sf3,612 sf4,314 sf
5,078 sf
1,299 sf