HomeMy WebLinkAboutSP-23-046 - Plans - Record - 0224 0268 Market Street - _record plans60 X 36
60 X 36
60 X 36
72 x 36
60 X 36
72 x 36
72 x 3672 x 36
DN
S
112
VEST.
122
ELEVATOR
MARKET STREET
121
STAIR 1
117
COMMERCIAL
102
TYPE D
103
TYPE D
104
TYPE C
118
VEST.
120
COMMERCIAL
101
TYPE C
113
PET WASH
119
JANITOR
105
RENTAL OFFICE
111
MAIL ROOM
ROOM110
LOBBY
2'
-
0
"
2' - 0"
106
STAIR 2
PROJECT :
REVISION/DATE :
1/32" = 1'-0"
PLAN - LEVEL 1
22-374
A-09
CATAMOUNT RUN - BLOCK B - BUILDING B1
10-04-2023
60
X
3
4
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60 X 36
60
X
3
6
72 x 3660 X 36
60
X
3
6
72 x 36
60 X 36
60 X 36
60
X
3
6
60
X
3
6
72 x 36
60
X
3
6
72 x 3660
X
3
6
72 x 3672 x 36
72 x 36
72 x 36
72 x 36
60 X 36
60 X 36
72 x 36
60
X
3
6
72 x 36203
TYPE D
204
TYPE D
205
TYPE E
206
TYPE E
207
TYPE E
208
TYPE E
210
TYPE C
212
TYPE E
217
TYPE A
218
TYPE A
219
TYPE A
220
TYPE B
201
TYPE C
202
TYPE A
222
STAIR 1
221
LAUNDRY
224
ELEVATOR
213
TYPE D
223
STAIR 2
214
TYPE A
215
TYPE A
216
TYPE A
211
TYPE E
200
CORRIDOR
209
TYPE B
PROJECT :
REVISION/DATE :
1/32" = 1'-0"
PLAN - LEVEL 2
22-374
A-10
CATAMOUNT RUN - BLOCK B - BUILDING B1
10-04-2023
60
X
3
6
60 X 36
60
X
3
6
72 x 36
60
X
3
6
72 x 3660
X
3
6
72 x 36
60
X
3
6
60
X
3
6
72 x 36
60 X 36
60 X 3660
X
3
6
72 x 3672 x 36
72 x 36
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60 X 36
72 x 36
60
X
3
6
72 x 36
72 x 36
60 X 36
60 X 36
72 x 36
303
TYPE D
304
TYPE D
305
TYPE E
306
TYPE E
307
TYPE E
309
TYPE B
310
TYPE C
312
TYPE E
317
TYPE A
318
TYPE A
319
TYPE A
301
TYPE C
302
TYPE A
322
STAIR 1
321
LAUNDRY
324
ELEVATOR
313
TYPE D
323
STAIR 2
314
TYPE A
315
TYPE A
316
TYPE A
300
CORRIDOR
311
TYPE E
308
TYPE E
320
TYPE B
PROJECT :
REVISION/DATE :
1/32" = 1'-0"
PLAN - LEVEL 3
22-374
A-11
CATAMOUNT RUN - BLOCK B - BUILDING B1
10-04-2023
60
X
3
6
60 X 36
60
X
3
6
72 x 36
60
X
3
6
72 x 3660
X
3
6
72 x 36
60
X
3
6
60 X 36
60 X 3672 x 36
72 x 36
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60
X
3
6
60 X 36
72 x 36
72
x
3
6
60 X 36
60 X 36
72
x
3
6
60
X
3
6
72
x
3
6
60
X
3
6
72 x 36
60
X
3
6
72 x 36403
TYPE D
404
TYPE D
405
TYPE E
406
TYPE E
407
TYPE E
409
TYPE B
410
TYPE C
412
TYPE E
417
TYPE A
418
TYPE A
419
TYPE A
401
TYPE C402
TYPE A
423
STAIR 1
422
LAUNDRY
425
ELEVATOR
413
TYPE D
424
STAIR 2
414
TYPE A
415
TYPE A
416
TYPE A
400
CORRIDOR
411
TYPE E
421
MECHANICAL
408
TYPE E
420
TYPE B
PROJECT :
REVISION/DATE :
1/32" = 1'-0"
PLAN - LEVEL 4
22-374
A-12
CATAMOUNT RUN - BLOCK B - BUILDING B1
10-04-2023
60 X 36
72 x 36
72
x
3
6
60 X 36
E
L
L
L L
+314.77
+314.91
313.45 +
313.86 +
G
UD
UD
+ 313.50
313.75 +
+ 3
1
4
.
2
5
+
+ 314.33
+ 314.00
313.45 +
+ 313.45
+ 313.65
314.50 +
+ 314.33
+
3
1
4
.
0
+
313
.
7
5
+
313.25 +
+ 313.60+ 314.10
+ 313.60
314
S SS
S
314
G
BAS
BAS
119
VEST.
122
ELEVATOR
MARKET STREET
118
PET WASH
114
COMMERCIAL
112
COMMERCIAL
102
TYPE D
101
TYPE D
111
JANITOR
116
WC ADA
115
WC ADA
117
GYM
113
VEST.
120
MAIL ROOM
110
LOBBY
100
HALLWAY
103
STAIRS 2
PROJECT :
REVISION/DATE :
1" = 30'-0"
PLAN - LEVEL 1
22-374
10-04-2023
A-09.1
CATAMOUNT RUN - BLOCK B - BUILDING B2
60
X
3
6
72 x 3660
X
3
6
72 x 36
60 X 3660
X
3
6
72 x 36
60
X
3
4
60 X 36
72 x 36
60
X
3
6
60
X
3
6
60
X
3
6
60 X 36
60 X 36
72 x 36
60 X 36
72 x 36
60
X
3
6
72
x
3
6
60
X
3
6
72 x 36
72 x 36
60
X
3
6
60
X
3
6
72
x
3
6
60
X
3
6
215
TYPE D
214
TYPE D
213
TYPE E
212
TYPE E
211
TYPE E
210
TYPE E
209
TYPE E
208
TYPE A
207
TYPE E
206
TYPE D
220
STAIR 2
200
CORRIDOR
204
TYPE A
203
TYPE A
202
TYPE A
201
TYPE B 217
TYPE C
216
TYPE A
219
STAIR 1
218
LAUNDRY
221
ELEVATOR
205
TYPE A
PROJECT :
REVISION/DATE :
1" = 30'-0"
PLAN - LEVEL 2
22-374
10-04-2023
A-10
CATAMOUNT RUN - BLOCK B - BUILDING B2
60
X
3
6
60
X
3
6
72 x 3660
X
3
6
72 x 36
60 X 3660
X
3
6
72 x 36
60 X 36
72 x 36
60
X
3
6
60
X
3
6
60
X
3
6
60 X 36
60 X 36
72 x 36
60 X 36
72 x 36
60
X
3
6
72
x
3
6
72 x 36
60
X
3
6
72 x 36
72 x 36
60
X
3
6
60
X
3
6
60
X
3
6
315
TYPE D
314
TYPE D
313
TYPE E
312
TYPE E
311
TYPE E
310
TYPE E
309
TYPE E
308
TYPE A
307
TYPE E
306
TYPE D
320
STAIR 2
305
TYPE A
304
TYPE A
303
TYPE A
302
TYPE A
301
TYPE B
317
TYPE C
316
TYPE A
319
STAIR 1
318
LAUNDRY
321
ELEVATOR
300
CORRIDOR
PROJECT :
REVISION/DATE :
1" = 30'-0"
PLAN - LEVEL 3
22-374
10-04-2023
A-11
CATAMOUNT RUN - BLOCK B - BUILDING B2
60
X
3
6
60
X
3
6
72 x 36
60
X
3
6
72 x 36
60 X 3660
X
3
6
72 x 36
60
X
3
6
60
X
3
6
60 X 36
72 x 36
60 X 36
72 x 36
60
X
3
6
72 x 3624
"
60 X 36
72 x 36
60
X
3
6
60 X 36
72 x 36
60
X
3
6
72 x 36
72 x 36
60
X
3
6
60
X
3
6
60
X
3
6
415
TYPE D
414
TYPE D
413
TYPE E
412
TYPE E
411
TYPE E
410
TYPE E
409
TYPE E
408
TYPE A
407
TYPE E
406
TYPE D
421
STAIR 2
405
TYPE A
404
TYPE A
403
TYPE A
402
TYPE A
401
TYPE B
417
TYPE C
416
TYPE A
420
STAIR 1
418
LAUNDRY
422
ELEVATOR
400
CORRIDOR
419
MECHANICAL
PROJECT :
REVISION/DATE :
1" = 30'-0"
PLAN - LEVEL 4
22-374
10-04-2023
A-12
CATAMOUNT RUN - BLOCK B - BUILDING B2
100' - 0"
LEVEL 1 - STREET
113' - 5"
LEVEL 2
124' - 2"
LEVEL 3
134' - 11"
LEVEL 4
102' - 2"
LEVEL 1
10
'
-
9
"
10
'
-
9
"
11
'
-
3
"
HARDIEPLANK LAP SIDING
GRAY SLATE BY JAMES HARDIE
CEMFORT CEMENT BOARD PANEL
IRON ORE SW7069
HARDIEPLANK LAP SIDING
LIGHT MIST BY JAMES HARDIE
CEMFORT CEMENT BOARD PANEL
ACADIA WOOD BY CEMFORT
+316.13+315.82+315.46
2'
-
2
"
147' - 8"
TOP OF PARAPET
151' - 8"
TOP OF HIGH PARAPET
CEMFORT CEMENT BOARD PANEL
SITE WHITE SW7070
4'
-
0
"
12
'
-
9
"
CEMFORT CEMENT BOARD PANEL
TRICORN BLACK SW6258
100' - 0"
LEVEL 1 - STREET
113' - 5"
LEVEL 2
124' - 2"
LEVEL 3
134' - 11"
LEVEL 4
102' - 2"
LEVEL 12'
-
2
"
11
'
-
3
"
10
'
-
9
"
10
'
-
9
"
HARDIE PANEL IRON ORE
SW7069
HARDIEPLANK LAP SIDING
LIGHT MIST BY JAMES HARDIE
CEMFORT CEMENT BOARD PANEL
ACADIA WOOD BY CEMFORT
HARDIEPLANK LAP SIDING
GRAY SLATE SW4026
147' - 8"
TOP OF PARAPET
HARDIE PANEL SITE WHITE
SW7070
12
'
-
9
"
PROJECT :
REVISION/DATE :
1/16" = 1'-0"
ELEVATIONS
22-374
07-14-2023
A-01
CATAMOUNT RUN - BLOCK B - BUILDING B3
GARDEN STREET ELEVATION
BACK ELEVATION
100' - 0"
LEVEL 1 - STREET
113' - 5"
LEVEL 2
124' - 2"
LEVEL 3
134' - 11"
LEVEL 4
102' - 2"
LEVEL 1
10
'
-
9
"
10
'
-
9
"
11
'
-
3
"
CEMFORT CEMENT BOARD PANEL
IRON ORE SW7069
HARDIEPLANK LAP SIDING
LIGHT MIST BY JAMES HARDIE
CEMFORT CEMENT BOARD PANEL
ACADIA WOOD BY CEMFORT
HARDIEPLANK LAP SIDING
GRAY SLATE BY JAMES HARDIE
147' - 8"
TOP OF PARAPET
151' - 8"
TOP OF HIGH PARAPET
CEMFORT CEMENT BOARD PANEL
TRICORN BLACK SW6258
12
'
-
9
"
100' - 0"
LEVEL 1 - STREET
113' - 5"
LEVEL 2
124' - 2"
LEVEL 3
134' - 11"
LEVEL 4
102' - 2"
LEVEL 1
10
'
-
9
"
10
'
-
9
"
11
'
-
3
"
CEMFORT CEMENT BOARD PANEL
IRON ORE SW7069
HARDIEPLANK LAP SIDING
LIGHT MIST BY JAMES HARDIE
CEMFORT CEMENT BOARD PANEL
ACADIA WOOD BY CEMFORT
HARDIEPLANK LAP SIDING
GRAY SLATE BY JAMES HARDIE
147' - 8"
TOP OF PARAPET
151' - 8"
TOP OF HIGH PARAPET
CEMFORT CEMENT BOARD PANEL
TRICORN BLACK SW6258
4'
-
0
"
12
'
-
9
"
PROJECT :
REVISION/DATE :
1/16" = 1'-0"
ELEVATIONS
22-374
10-04-2023
A-02
CATAMOUNT RUN - BLOCK B - BUILDING B3
LEFT ELEVATION
RIGHT ELEVATION
72 x 36
72
x
3
6
60
X
3
4
60 X 36
60 X 36
72 x 36
60 X 36
72
x
3
6
60
X
3
6
UP
UP
(825 SF)
103
TYPE A1
(1136 SF)
104
TYPE C3
(1116 SF)
102
TYPE C2
(1013 SF)
101
TYPE C1
(1018 SF)
105
TYPE C4(170 SF)
114
STAIR 1(81 SF)
108
VEST
(69 SF)
111
VEST.
(192 SF)
115
STAIR 2
(73 SF)
110
MAIL ROOM
(27 SF)
106
JANITOR
(88 SF)
107
MECH./ ELEV.
(118 SF)
E1
ELEVATOR
(21 SF)
109
MECHANICAL
(719 SF)
100
CORRIDOR
(63 SF)
112
ELECTRICAL
13' - 2"12' - 2 1/2"10' - 3"
13
'
-
4
"
12
'
-
1
1
/
2
"
13
'
-
3
1
/
4
"
15
'
-
1
1
1
/
4
"
11' - 10 1/4"10' - 6"11' - 8"15' - 2"
9' - 11"12' - 8 1/4"
38' - 5"
25
'
-
1
0
1
/
4
"
29
'
-
7
1
/
4
"
34' - 5"
(109 SF)
113
MECHANICAL
14' - 8 3/4"
30' - 3 1/2"
10' - 5 1/2"11' - 4 3/4"
15
'
-
9
1
/
2
"
13
'
-
5
"
32' - 7 1/2"
29
'
-
7
1
/
4
"
25
'
-
1
0
1
/
4
"
10' - 9 1/4"
11' - 9"
37' - 2 3/4"
PROJECT :
REVISION/DATE :
1" = 10'-0"
PLAN - LEVEL 1
22-374
10-04-2023
A-05
CATAMOUNT RUN - BLOCK B - BUILDING B3
72 x 36
72
x
3
6
60
X
3
6
72
x
3
6
60 X 36
60
X
3
6
72 x 36
60 X 36 60 X 36
72 x 36
DNUP
BAS
HAUT
(1113 SF)
201
TYPE C5
(979 SF)
205
TYPE C7
(192 SF)
209
STAIR 2
(677 SF)
200
CORRIDOR
(50 SF)
206
JANITOR
(43 SF)
207
TELECOM
(989 SF)
203
TYPE B1
(1111 SF)
204
TYPE C9
(1207 SF)
202
TYPE C6
(118 SF)
E1
ELEVATOR
(173 SF)
208
STAIR 1
PROJECT :
REVISION/DATE :
1" = 10'-0"
PLAN - LEVEL 2 & 3
22-374
10-04-2023
A-06
CATAMOUNT RUN - BLOCK B - BUILDING B3
72
x
3
6
60 X 36
72
x
3
6
34
"
60 X 36
36"
72 x 36
60
X
3
6
72
x
3
6
60
X
3
6
60 X 36
36
"
34
"
72 x 36 34
"
DN
BAS
(1113 SF)
401
TYPE C5
(979 SF)
405
TYPE C7
(118 SF)
E1
ELEVATOR
(173 SF)
408
STAIR 1
(174 SF)
409
STAIR 2
(677 SF)
400
CORRIDOR
(50 SF)
406
JANITOR
(43 SF)
407
TELECOM
(942 SF)
403
TYPE B1
(1087 SF)
404
TYPE C10
(1181 SF)
402
TYPE C8
PROJECT :
REVISION/DATE :
1" = 10'-0"
PLAN - LEVEL 4
22-374
10-04-2023
A-07
CATAMOUNT RUN - BLOCK B - BUILDING B3
DN
16' - 8"16' - 0"16' - 10"29' - 7"26' - 9"
PROJECT :
REVISION/DATE :
1 : 100
BUILDING REQUIREMENTS - ENTRANCES
22-374
10-04-2023
A-04
CATAMOUNT RUN - BLOCK B - BUILDING B3
ENTRANCES
MAX. DISTANCE BETWEEN OPERABLE ENTRANCES: 46'-0''
MAX. AVERAGE BETWEEN OPERABLE ENTRANCES: 36'-0''
PRIMARY FAÇADE - GARDEN STREET
PROVIDED: 29'-7''
PROVIDED: 21'-2''
100' - 0"
LEVEL 1 - STREET
113' - 5"
LEVEL 2
124' - 2"
LEVEL 3
134' - 11"
LEVEL 4
102' - 2"
LEVEL 1
10
'
-
9
"
10
'
-
9
"
11
'
-
3
"
C1 C2
C1 C2
C1C2
C1C2
C1C2
C1C2
C1C2
C1C2
B1
A1
B1
B1
B1 B1B1E1
B1
B1
B1
8' - 0"
22' - 6"22' - 6"8' - 6"14' - 6"8' - 6"20' - 6"22' - 0"
C1C2
A1
A1
A1
A1
A1
C1
C1
C1
C1
C1
C1
C1 C1 C1C1 C2C1C1
E1
E1
147' - 8"
TOP OF PARAPET
151' - 8"
TOP OF HIGH PARAPET
119' - 0"
3' - 4"
6'
-
0
"
B1
B1
B1
B1
B1
B1
8' - 0"4' - 0"4' - 0"4' - 0"3' - 4"4' - 0"8' - 0"3' - 4"8' - 0"
4'
-
0
"
12
'
-
9
"
7' - 2"
C1C2 C1
C1C2 C1
PROJECT :
REVISION/DATE :
1/16" = 1'-0"
BUILDING REQUIREMENTS - PRIMARY FAÇADE
22-374
10-04-2023
A-03
CATAMOUNT RUN - BLOCK B - BUILDING B3
UPPER FACADE GLAZING
TOTAL UPPER FACADE AREA: 4060 SF
GLAZING REQUIRED (30%): 1218 SF
GLAZING PROVIDED (33.9%): 1376 SF
BUILDING FRONTAGE
TOTAL FACADE LENGTH: 119'-0''
FRONTAGE BUILDOUT
PRIMARY BUILD TO ZONE: 119'-0'' (100%)
FIRST STORY GLAZING
FACADE LENGHT: 119'-0''
GLAZING REQUIRED (40%): 47'-6''
GLAZING PROVIDED (53%): 65'-2''
TRANSPARENT REQUIRED (75%): 35'-7''
TRANSPARENT PROVIDED (84%): 55'-2''
BUILDING
BREAKS
WINDOW TYPE
A1
HEIGHT WIDTH AREA
5' - 6''4' - 0''22 SF
QTY.TOTAL
AREA
132 SF
1376 SF
6
B1 7' - 6''4' - 0''30 SF 450 SF15
C1 7' - 6''2' - 8''20 SF 500 SF25
C2 7' - 6''2' - 8''20 SF 240 SF12
E1 5' - 6''3' - 4''18 SF 54 SF3
100' - 0"
LEVEL 1 - STREET
113' - 5"
LEVEL 2
124' - 2"
LEVEL 3
134' - 11"
LEVEL 4
102' - 2"
LEVEL 1
10
'
-
9
"
10
'
-
9
"
11
'
-
3
"
C1 C2
C1 C2
C1C2
C1C2
C1C2
C1C2
C1C2
C1C2
B1
A1
B1
B1
B1 B1B1E1
B1
B1
B1
8' - 0"
22' - 6"22' - 6"8' - 6"14' - 6"8' - 6"20' - 6"22' - 0"
C1C2
A1
A1
A1
A1
A1
C1
C1
C1
C1
C1
C1
C1 C1 C1C1 C2C1C1
E1
E1
147' - 8"
TOP OF PARAPET
151' - 8"
TOP OF HIGH PARAPET
119' - 0"
3' - 4"
6'
-
0
"
B1
B1
B1
B1
B1
B1
8' - 0"4' - 0"4' - 0"4' - 0"3' - 4"4' - 0"8' - 0"3' - 4"8' - 0"
4'
-
0
"
12
'
-
9
"
7' - 2"
C1C2 C1
C1C2 C1
PROJECT :
REVISION/DATE :
1/16" = 1'-0"
BUILDING REQUIREMENTS - PRIMARY FAÇADE
22-374
12-05-2023
A-03
CATAMOUNT RUN - BLOCK B - BUILDING B3
UPPER FACADE GLAZING
TOTAL UPPER FACADE AREA: 4060 SF
GLAZING REQUIRED (30%): 1218 SF
GLAZING PROVIDED (33.9%): 1376 SF
BUILDING FRONTAGE
TOTAL FACADE LENGTH: 119'-0''
FRONTAGE BUILDOUT
PRIMARY BUILD TO ZONE: 119'-0'' (100%)
FIRST STORY GLAZING
FACADE LENGHT: 119'-0''
GLAZING REQUIRED (40%): 47'-6''
GLAZING PROVIDED (53%): 65'-2'' (442 SF)
TRANSPARENT REQUIRED (75%): 332 SF
TRANSPARENT PROVIDED (84%): 371 SF
BUILDING
BREAKS
WINDOW TYPE
A1
HEIGHT WIDTH AREA
5' - 6''4' - 0''22 SF
QTY.TOTAL
AREA
132 SF
1376 SF
6
B1 7' - 6''4' - 0''30 SF 450 SF15
C1 7' - 6''2' - 8''20 SF 500 SF25
C2 7' - 6''2' - 8''20 SF 240 SF12
E1 5' - 6''3' - 4''18 SF 54 SF3
SCALE: 1" = 4'SOUTH BURLINGTON CITY CENTER - CATADOUNT RUN
DATE: NOsEDBER 18͕ 202202'8'4'REsISED DECEDBER ϱ͕ 2022
REsISED DECEDBER 1ϱ͕ 2022 - SHEET L2͘2BLOC< B WLAA BI<E STORAGE WLAN Θ DETAILSREsISED :ANUARY 11͕ 202ϯ
REsISED :ANUARY 24͕ 202ϯ
REsISED OCTOBER 1ϯ͕ 202ϯ
REsISED :ANUARY 22͕ 2024
8-BIKE DOUBLE DECKER BIKE RACK
ELEVATION, NTS
A
HIGHLAND DOUBLE-DECKER BIKE RACK
DETAIL, NTS
3
DERO SPACE SAVER
SPEC SHEET, NTS
2
DERO WALL RACK
DETAIL, NTS
1
PAINTED STRIPE
1
L2.2
DERO WALL RACK
(1 BIKE STORAGE)
METAL STAIRCASE
WITH HANDRAIL
(11' TREAD, 7" RISER)
BU
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3/B
L2.2
HIGHLAND DOUBLE-DECKER
(10-BIKE STORAGE)
2
L2.2
DERO SPACE SAVER
(4 BIKE STORAGE)
3.5' GATE
GARAGE ENTRYGARAGE ENTRY
AMERISTAR 8' STEEL FENCE
SPEC SHEET, NTS
4
10-BIKE DOUBLE DECKER BIKE RACK
ELEVATION, NTS
B
FRONT VIEW SIDE VIEW
3/A
L2.2
HIGHLAND DOUBLE-DECKER
(8-BIKE STORAGE)
PLAZA CANOPY
ABOVE DRIVEWAY
FRONT VIEW SIDE VIEW
4
L2.2
AMERISTAR 8' STEEL FENCE
TYP.
PLAZA (ON-STRUCTURE)
PLAZA (AT-GRADE)
4
L2.2
AMERISTAR 8' STEEL FENCE
TYP.
3.5' GATE
MOUNTING NOTE:
FENCE TO BE MOUNTED ON 6" WIDE CURB WALL WITH STEEL BASE PLATE
4'
BIKE
LANE
2'
FENCE ON 6" WIDE
CURB WALL, TYP.
STRUCTURAL WALL
SIDEWALK (PER PLAN)SIDEWALK (PER PLAN)
RETAINING WALL
5
L2.2
WALL MOUNTED LIGHT
TYP.
WALL MOUNTED LIGHT FIXTURE
DETAIL, NTS
5
5
L2.2
WALL MOUNTED LIGHT
TYP.
+ 303.83
302.83 +
302.43 +
312
31
2
310
309
31
1
31
0
30
8
30
9
311
3
1
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MARKET STREE
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FOR FINAL IMPR
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10' P
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EXISTING
HYDRANT
BLDG B3
339 GARDEN STREET
BLDG B1
268 MARKET STREET
BLDG B2
224 MARKET STREET
M
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434'
215'
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BIORETENTION
AREA
20'
16'
26'
TYPICAL STRUCTURE
FOR TRASH, RECYCLING
& COMPOSTING
5' W
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15' R
15'
R
15
'
R
15
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R
15' R
15
'
R
15
'
R
10' R
15
'
R
15' R
24'
24'
22'
24'
24'
22'
24'
24'
8'
8'
8'
5'
18'
9'22'
NEW MOUNTABLE
GRANITE CURB
NEW MOUNTABLE
GRANITE CURB
NEW MOUNTABLE
CONCRETE CURB
5' R
5' R
5'
R
8'
8'
8'
5'
9'
18'
TYP. CAST IRON
DETECTABLE WARNING
PLATES
(5) BIKE RACKS
(10 SPACES)
(4) BIKE RACKS
(8 SPACES)
(4) BIKE RACKS
(8 SPACES)
(2) BIKE RACKS
(4 SPACES)
(2) BIKE RACKS
(4 SPACES)
NEW MOUNTABLE
CONCRETE CURB
NEW MOUNTABLE
CONCRETE CURB
PLAZA AT STREET LEVEL OVER
RAMP TO PARKING GARAGE
NEW CONCRETE SIDEWALK
PLAZA
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SEE PLANS BY TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS
SEE PLANS BY TJ BOYLE
FOR ADDITIONAL DESIGN
DETAILS
TYPICAL FENCE ALONG TOP
OF RETAINING WALL
ENCLOSURE FOR TRASH,
RECYCLING & COMPOST
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SEE PLANS FOR TJ BOYLE
FOR ADDITIONAL DESIGN
DETAILS ALONG MARKET &
GARDEN STREET FRONTAGE
SEE PLANS FOR TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS ALONG
MARKET & GARDEN STREET FRONTAGE
EXISTING CURB CUT TO BE REMOVED
AND REPLACED WITH NEW CONCRETE
CURB AND ONSTREET PARKING
EXISTING STREET TREE TO BE
RELOCATED TO GREEN STRIP
EXISTING STREET TREE TO BE
RELOCATED TO 10' OFF EMERGENCY
VEHICLE ACCESS
EMERGENCY VEHICLE
ACCESS CONNECTION (SEE
SHEET 11 FOR SIGNAGE)
PROPOSED FUTURE 20' ACCESS
EASEMENT FOR THE BENEFIT OF
SCHOOL PROPERTY
FUTURE PEDESTRIAN ACCESS
15'
20'
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
1
OVERALL SITE PLAN
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT
PROJECT DATA:
ZONING DISTRICT: FORM BASED CODE
TRANSECT ZONE T4 & TRANSECT ZONE T5
LOT DATA:LOT B = 3.20 ACRES
PROPOSED BUILDING:BUILDINGS B1 & B2: MIXED USE BUILDINGS
BASEMENT PARKING GARAGE
FLOOR 1 T-4:RESIDENTIAL UNITS
T-5:NON-RESIDENTIAL
FLOORS 2-4 T-4 & T-5: RESIDENTIAL UNITS
BUILDING B3: RESIDENTIAL
FLOORS 1-4 T-4 RESIDENTIAL UNITS
BUILDING STANDARDS:SEE TABLE THIS SHEET
PARKING STANDARDS (T-4 & T-5)
FORM BASED CODE REQUIREMENTS:
VEHICLE PARKING
MAXIMUM 2 SPACES PER RESIDENTIAL UNIT
NO MINIMUM PARKING FOR COMMERCIAL USES
BIKE PARKING
SHORT TERM BIKE PARKING
1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS
1 SHORT TERM SPACE PER 5,000 SF FOR RETAIL / RESTAURANT / OFFICE
LONG TERM BIKE PARKING
1 LONG TERM SPACE PER 1 DWELLING UNIT
LONG TERM SPACES = 50% OF SHORT TERM SPACES FOR RETAIL / RESTAURANT / OFFICE
OPEN SPACE REQUIREMENTS (T-4)
RESIDENTIAL, 20 UNITS OR MORE
·REQUIRED 60 SF PER UNIT
OPEN SPACE REQUIREMENTS (T-5)
RESIDENTIAL, 20 UNITS OR MORE
·REQUIRED 60 SF PER UNIT
NON-RESIDENTIAL, <20,000 SF
·5% OF NON-RESIDENTIAL GROSS FLOOR AREA
WILLI
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8
9
MARCOTTE
CENTRAL
SCHOOL
LOCATION MAP
NOT TO SCALE
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EXIT 14
INTERSTATE 89
APPLICANT
THE SNYDER-BRAVERMAN
DEVELOPMENT COMPANY, LLC
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VT 05482
LANDOWNER
CATAMOUNT RUN PHASE 1, LLC
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VT 05482
WHITE
S
T
SITE
SHEET INDEX
1 OVERALL SITE PLAN
2 EXISTING CONDITIONS PLAN
3 GRADING PLAN
4 UTILITY & LAYOUT PLAN
5 EPSC PLAN
6 LIGHTING PLAN
7 DETAILS - SITEWORK
7A DETAILS - PUBLIC ROW SIDEWALK
8 DETAILS - EPSC & SITE
9 DETAILS - WATER
10 DETAILS - WATER INSETS
11 PAVEMENT MARKING & SIGN PLAN
D2 STORMWATER DETAILS (BY VHB)
GRAPHIC SCALE
30 0 30 60 120
(IN FEET)
1" = 30 ft.
NOTES:
1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT
OF BUILDINGS B1, B2, & B3 ON LOT B AND THE ASSOCIATED SITE
IMPROVEMENTS. SEE THE MARKET STREET AND GARDEN STREET
DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATION
WITHIN THE RIGHT OF WAY.
2.SEE THE SUBDIVISION PLAT FOR DETAILED BOUNDARY INFORMATION.
STREETGARDEN
#324 GARDEN STREET
DOVER PLACE
LEGEND
EXISTING PROPERTY LINE
310
EXISTING TREELINE
SIDELINE OF EASEMENT
EXISTING CONTOUR
#310 MARKET STREET
GARDEN APARTMENTS
#180 GARDEN STREET
CITY HALL & LIBRARY
#200 GARDEN STREET
CENTRAL SCHOOL
BIKE PARKING
BUILDING
DWELLING
UNITS
NON-RESIDENTIAL
SPACE
SHORT TERM BIKE SPACES LONG TERM BIKE SPACES CHANGING
FACILITY
UNISEX
SHOWER
CLOTHES
LOCKERREQUIREDPROVIDEDREQUIREDPROVIDED
B1 64 11,322 SF 9 (6.4 + 2.3)12 65 (64 +1.1)65
NOT
REQUIRED
NOT
REQUIRED
1
REQUIRED
B2 53 11,353 SF 8 (5.3 + 2.3)12 54 (53 + 1.1)54
NOT
REQUIRED
NOT
REQUIRED
1
REQUIRED
B3 20 NONE 2 10 20 23
NOT
REQUIRED
NOT
REQUIRED
NOT
REQUIRED
VEHICLE PARKING
BUILDING
DWELLING
UNITS
MAXIMUM
PARKING
PROPOSED PARKING SPACES
GARAGE SURFACE TOTAL
B1 64 128 61 55 116
B2 53 106 53 53 106
B3 20 40 NONE 14 14
TOTAL 236
OPEN SPACE
BUILDING
DWELLING
UNITS
NON-RESIDENTIAL
SPACE
OPEN SPACE
REQUIRED
PROPOSED OPEN SPACE
LDA O/S
CREDIT ONSITE TOTAL
B1 64 14,350 SF
4,558 SF
(3,840 + 718)
2,279 SF
(50% MAX.)
3,500 SF RAIN
GARDEN
+ 2,375 SF
POCKET PLAZA
+ 1,160 GARDEN
SPACE
+ 1,190 SF
SNIPPET /
PARKLET
13,028 SF
B2 53 13,350 SF
3,848 SF
(3,180 + 668)
1,924 SF
(50% MAX.)
B3 20 NONE 1,200
600 SF
(50% MAX.)
TOTAL 9,606 SF 4,803 SF 8,225 SF
ZONING TRANSECT BOUNDARY
EXISTING 4' CHAIN LINK FENCE
EXISTING POLE MOUNTED LIGHT
EXISTING HYDRANT
EXISTING STORM MH & CB
EXISTING SEWER MANHOLE
BUILDING ENVELOPE STANDARDS - FRONTAGE BUILDOUT:
REQUIRED FRONTAGE BUILDOUT
T-4 70% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)
T-5 85% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)
PROPOSED
MARKET STREET - LOT N1 / BLDG A1
TOTAL STREET FRONTAGE = 217.7 FT (ALL IN T-5)
TOTAL FRONTAGE BUILDOUT = 185.0 FT
TOTAL FRONTAGE BUILDOUT = 85% (217.7 FT / 185.0 FT = 85%)
MARKET STREET - LOT N2 / BLDG A2
TOTAL STREET FRONTAGE = 212.8 FT (ALL IN T-5)
TOTAL FRONTAGE BUILDOUT = 185.0 FT
TOTAL FRONTAGE BUILDOUT = 87% (185.0 FT / 212.8 FT = 87%)
FUTURE PUBLIC STREET
TOTAL STREET FRONTAGE = 239.7 FT (T-5 = 150 FT T-4 = 89.7 FT)
TOTAL FRONTAGE BUILDOUT = 191.2 FT
TOTAL FRONTAGE BUILDOUT = 88% (191.2FT / 215.3 FT = 88%)
GARDEN STREET
TOTAL STREET FRONTAGE = 433.7 FT (T-5 = 150 FT T-4 = 283.7 FT)
TOTAL FRONTAGE BUILDOUT = 350 FT (BLDG B1 = 230 FT BLDG B3 = 119 FT)
TOTAL FRONTAGE BUILDOUT = 80.5% (349 FT / 433.7 FT = 80.5%)
THE PROPOSED FRONTAGE BUILDOUT FOR GARDEN STREET (349 FT) EXCEEDS THE
MINIMUM REQUIRED COMPOSITE BUILDOUT (326.1 FT) FOR THE T-4 & T-5.
[(150 FT X 0.85) + (283.7 FT X 0.70) = 326.1 FT)]
LOT N1
11-16-22 UPDATE B3 FOOTPRINT AND WALKS ABR
SEE PLANS BY TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS
12-09-22 REV SCHOOL ST, NON-RESID SPACE & BIKE/OPEN SPACE ABR
01-09-23 ADD FUT. EASES TO SCHOOL, REV PARK COUNT & SCHOOL ST ABR
NEW CONCRETE SIDEWALK
02-28-23 COORD ENTRIES/RAMPS REAR B1/B2 ABR
08-16-23 BLDG B3 FOOTPRINT AND RAMPS/WALKS ABR
09-30-23 REV BLDG B1/B2/B3 UNIT MIX ABR
10-04-23 ADD B1/B2 UNIT ENTRIES FROM PARKING LOT ABR
01-05-24 ADD BIKE RACKS AT BLDG B3, STAIRS AT BLDG B1 ABR
+ 303.83
302.83 +
302.43 +
312
31
2
310
309
31
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EXISTING
HYDRANT
BLDG B3
339 GARDEN STREET
BLDG B1
268 MARKET STREET
BLDG B2
224 MARKET STREET
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481'
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BIORETENTION
AREA
20'
16'
22'
TYPICAL STRUCTURE
FOR TRASH, RECYCLING
& COMPOSTING
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15' R
15'
R
15
'
R
15
'
R
15' R
15
'
R
15
'
R
10' R
15
'
R
15' R
24'
24'
22'
24'
24'
22'
24'
24'
8'
8'
8'
5'
18'
9'22'
NEW MOUNTABLE
GRANITE CURB
NEW MOUNTABLE
GRANITE CURB
NEW MOUNTABLE
CONCRETE CURB
5' R
5' R
5'
R
8'
8'
8'
5'
9'
18'
TYP. CAST IRON
DETECTABLE WARNING
PLATES
(3) BIKE RACKS
(6 SPACES)
(4) BIKE RACKS
(8 SPACES)
(4) BIKE RACKS
(8 SPACES)
(2) BIKE RACKS
(4 SPACES)
(2) BIKE RACKS
(4 SPACES)
NEW MOUNTABLE
CONCRETE CURB
NEW MOUNTABLE
CONCRETE CURB
PLAZA AT STREET LEVEL OVER
RAMP TO PARKING GARAGE
NEW CONCRETE SIDEWALK
PLAZA
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SEE PLANS BY TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS
SEE PLANS BY TJ BOYLE
FOR ADDITIONAL DESIGN
DETAILS
TYPICAL FENCE ALONG TOP
OF RETAINING WALL
ENCLOSURE FOR TRASH,
RECYCLING & COMPOST
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SEE PLANS FOR TJ BOYLE
FOR ADDITIONAL DESIGN
DETAILS ALONG MARKET &
GARDEN STREET FRONTAGE
SEE PLANS FOR TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS ALONG
MARKET & GARDEN STREET FRONTAGE
EXISTING CURB CUT TO BE REMOVED
AND REPLACED WITH NEW CONCRETE
CURB AND ONSTREET PARKING
EXISTING STREET TREE TO BE
RELOCATED TO GREEN STRIP
EXISTING STREET TREE TO BE
RELOCATED TO 10' OFF EMERGENCY
VEHICLE ACCESS
EMERGENCY VEHICLE
ACCESS CONNECTION (SEE
SHEET 11 FOR SIGNAGE)
PROPOSED FUTURE 20' ACCESS
EASEMENT FOR THE BENEFIT OF
SCHOOL PROPERTY
FUTURE PEDESTRIAN ACCESS
15'
20'
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
1
OVERALL SITE PLAN
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT
PROJECT DATA:
ZONING DISTRICT: FORM BASED CODE
TRANSECT ZONE T4 & TRANSECT ZONE T5
LOT DATA:LOT B = 3.20 ACRES
PROPOSED BUILDING:BUILDINGS B1 & B2: MIXED USE BUILDINGS
BASEMENT PARKING GARAGE
FLOOR 1 T-4:RESIDENTIAL UNITS
T-5:NON-RESIDENTIAL
FLOORS 2-4 T-4 & T-5: RESIDENTIAL UNITS
BUILDING B3: RESIDENTIAL
FLOORS 1-4 T-4 RESIDENTIAL UNITS
BUILDING STANDARDS:SEE TABLE THIS SHEET
PARKING STANDARDS (T-4 & T-5)
FORM BASED CODE REQUIREMENTS:
VEHICLE PARKING
MAXIMUM 2 SPACES PER RESIDENTIAL UNIT
NO MINIMUM PARKING FOR COMMERCIAL USES
BIKE PARKING
SHORT TERM BIKE PARKING
1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS
1 SHORT TERM SPACE PER 5,000 SF FOR RETAIL / RESTAURANT / OFFICE
LONG TERM BIKE PARKING
1 LONG TERM SPACE PER 1 DWELLING UNIT
LONG TERM SPACES = 50% OF SHORT TERM SPACES FOR RETAIL / RESTAURANT / OFFICE
OPEN SPACE REQUIREMENTS (T-4)
RESIDENTIAL, 20 UNITS OR MORE
·REQUIRED 60 SF PER UNIT
OPEN SPACE REQUIREMENTS (T-5)
RESIDENTIAL, 20 UNITS OR MORE
·REQUIRED 60 SF PER UNIT
NON-RESIDENTIAL, <20,000 SF
·5% OF NON-RESIDENTIAL GROSS FLOOR AREA
HI
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8
9
MARCOTTE
CENTRAL
SCHOOL
LOCATION MAP
NOT TO SCALE
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EXIT 14
INTERSTATE 89
APPLICANT
THE SNYDER-BRAVERMAN
DEVELOPMENT COMPANY, LLC
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VT 05482
LANDOWNER
CATAMOUNT RUN PHASE 1, LLC
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VT 05482
WHITE
S
T
SITE
SHEET INDEX
1 OVERALL SITE PLAN
2 EXISTING CONDITIONS PLAN
3 GRADING PLAN
4 UTILITY & LAYOUT PLAN
5 EPSC PLAN
6 LIGHTING PLAN
7 DETAILS - SITEWORK
7A DETAILS - PUBLIC ROW SIDEWALK
8 DETAILS - EPSC & SITE
9 DETAILS - WATER
10 DETAILS - WATER INSETS
11 PAVEMENT MARKING & SIGN PLAN
D2 STORMWATER DETAILS (BY VHB)
GRAPHIC SCALE
30 0 30 60 120
(IN FEET)
1" = 30 ft.
NOTES:
1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT
OF BUILDINGS B1, B2, & B3 ON LOT B AND THE ASSOCIATED SITE
IMPROVEMENTS. SEE THE MARKET STREET AND GARDEN STREET
DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATION
WITHIN THE RIGHT OF WAY.
2.SEE THE SUBDIVISION PLAT FOR DETAILED BOUNDARY INFORMATION.
STREETGARDEN
#324 GARDEN STREET
DOVER PLACE
LEGEND
EXISTING PROPERTY LINE
310
EXISTING TREELINE
SIDELINE OF EASEMENT
EXISTING CONTOUR
#310 MARKET STREET
GARDEN APARTMENTS
#180 GARDEN STREET
CITY HALL & LIBRARY
#200 GARDEN STREET
CENTRAL SCHOOL
BIKE PARKING
BUILDING
DWELLING
UNITS
NON-RESIDENTIAL
SPACE
SHORT TERM BIKE SPACES LONG TERM BIKE SPACES CHANGING
FACILITY
UNISEX
SHOWER
CLOTHES
LOCKERREQUIREDPROVIDEDREQUIREDPROVIDED
B1 64 11,322 SF 9 (6.4 + 2.3)12 65 (64 +1.1)65
NOT
REQUIRED
NOT
REQUIRED
1
REQUIRED
B2 53 11,353 SF 8 (5.3 + 2.3)12 54 (53 + 1.1)54
NOT
REQUIRED
NOT
REQUIRED
1
REQUIRED
B3 20 NONE 2 6 20 20
NOT
REQUIRED
NOT
REQUIRED
NOT
REQUIRED
VEHICLE PARKING
BUILDING
DWELLING
UNITS
MAXIMUM
PARKING
PROPOSED PARKING SPACES
GARAGE SURFACE TOTAL
B1 64 128 61 55 116
B2 53 106 53 53 106
B3 20 40 NONE 14 14
TOTAL 236
OPEN SPACE
BUILDING
DWELLING
UNITS
NON-RESIDENTIAL
SPACE
OPEN SPACE
REQUIRED
PROPOSED OPEN SPACE
LDA O/S
CREDIT ONSITE TOTAL
B1 64 14,350 SF
4,558 SF
(3,840 + 718)
2,279 SF
(50% MAX.)
3,500 SF RAIN
GARDEN
+ 2,375 SF
POCKET PLAZA
+ 1,160 GARDEN
SPACE
+ 1,190 SF
SNIPPET /
PARKLET
13,028 SF
B2 53 13,350 SF
3,848 SF
(3,180 + 668)
1,924 SF
(50% MAX.)
B3 20 NONE 1,200
600 SF
(50% MAX.)
TOTAL 9,606 SF 4,803 SF 8,225 SF
ZONING TRANSECT BOUNDARY
EXISTING 4' CHAIN LINK FENCE
EXISTING POLE MOUNTED LIGHT
EXISTING HYDRANT
EXISTING STORM MH & CB
EXISTING SEWER MANHOLE
BUILDING ENVELOPE STANDARDS - FRONTAGE BUILDOUT:
REQUIRED FRONTAGE BUILDOUT
T-4 70% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)
T-5 85% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)
PROPOSED
MARKET STREET - LOT N1 / BLDG A1
TOTAL STREET FRONTAGE = 217.7 FT (ALL IN T-5)
TOTAL FRONTAGE BUILDOUT = 185.0 FT
TOTAL FRONTAGE BUILDOUT = 85% (217.7 FT / 185.0 FT = 85%)
MARKET STREET - LOT N2 / BLDG A2
TOTAL STREET FRONTAGE = 212.8 FT (ALL IN T-5)
TOTAL FRONTAGE BUILDOUT = 185.0 FT
TOTAL FRONTAGE BUILDOUT = 87% (185.0 FT / 212.8 FT = 87%)
FUTURE PUBLIC STREET
TOTAL STREET FRONTAGE = 239.7 FT (T-5 = 150 FT T-4 = 89.7 FT)
TOTAL FRONTAGE BUILDOUT = 191.2 FT
TOTAL FRONTAGE BUILDOUT = 88% (191.2FT / 215.3 FT = 88%)
GARDEN STREET
TOTAL STREET FRONTAGE = 433.7 FT (T-5 = 150 FT T-4 = 283.7 FT)
TOTAL FRONTAGE BUILDOUT = 350 FT (BLDG B1 = 230 FT BLDG B3 = 119 FT)
TOTAL FRONTAGE BUILDOUT = 80.5% (349 FT / 433.7 FT = 80.5%)
THE PROPOSED FRONTAGE BUILDOUT FOR GARDEN STREET (349 FT) EXCEEDS THE
MINIMUM REQUIRED COMPOSITE BUILDOUT (326.1 FT) FOR THE T-4 & T-5.
[(150 FT X 0.85) + (283.7 FT X 0.70) = 326.1 FT)]
LOT N1
11-16-22 UPDATE B3 FOOTPRINT AND WALKS ABR
SEE PLANS BY TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS
12-09-22 REV SCHOOL ST, NON-RESID SPACE & BIKE/OPEN SPACE ABR
01-09-23 ADD FUT. EASES TO SCHOOL, REV PARK COUNT & SCHOOL ST ABR
NEW CONCRETE SIDEWALK
02-28-23 COORD ENTRIES/RAMPS REAR B1/B2 ABR
08-16-23 BLDG B3 FOOTPRINT AND RAMPS/WALKS ABR
09-30-23 REV BLDG B1/B2/B3 UNIT MIX ABR
10-04-23 ADD B1/B2 UNIT ENTRIES FROM PARKING LOT ABR
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BLDG B1BLDG B2
MARKET STREET
GA
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BLDG B3
FFE = 314.0
FFE = 316.0
GARAGE
SLAB = 303.0
GARAGE
SLAB = 304.10
FFE = 315.10
FFE = 317.25
EX
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EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK
NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK
NE
W
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MARKET STREET
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=
3
1
4
.
0
NEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALK
NE
W
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NEW CONCRETE SIDEWALK
BIO-RETENTION AREA
RETAINING WALL
TOP WALL = 315.0
RETAINING WALL
TOP WALL = 315.0
FF
E
=
3
1
5
.
0
EXPOSED FOUNDATION ALONG
PORTION OF TRASH /
RECYCLING ENCLOSURE
BOULDER OR STONE
BLOCK RETAINING
WALL (MAX. HT = 2')
SEE INSET FOR STREET
LEVEL PLAZA AREA GRADING
NEW CONCRETE
SIDEWALK RAMP
MAINTAIN POSITIVE
DRAINAGE TO EXIST.
CATCHBASIN
EXIST. CB TO REMAIN
STONE BLOCK
RETAINING WALL
(MAX. HT = 1')
RAMP
STEPS
STEPS
RAMP
RAMP
RAMP
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0
NEW CONCRETE SIDEWALK
31
5
.
0
0
+
31
5
.
0
0
+
+ 315.10
+ 315.10 + 315.00
31
4
.
6
0
+
CONCRETE PLAZA
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
3
GRADING PLAN
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT
LEGEND
PROJECT BOUNDARY
310
EXISTING TREELINE
ABUTTING PROPERTY LINE
SIDELINE OF EASEMENT
EXISTING CONTOUR
#310
#200 GARDEN STREET
CENTRAL SCHOOL
PROPOSED TREELINE
EXISTING 4' CHAIN LINK FENCE
EXISTING POLE MOUNTED LIGHT
EXISTING HYDRANT
EXISTING STORM MH & CB
EXISTING SEWER MANHOLE
(IN FEET)
GRAPHIC SCALE
20 0 20 40 80
1" = 20 ft.
#324
#1
8
0
M
A
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A
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A
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Y
PROPOSED CONTOUR313
PROPOSED SPOT GRADE+315.50
EXISTING SPOT GRADE+315.46
PROPOSED CATCHBASIN
PROPOSED STONE FILL
NOTES:
1.COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH
BUILDING WITH THE OWNER. UNLESS STEPS ARE PROPOSED, THE
MAXIMUM LONGITUDINAL SLOPE ON ANY SIDEWALK SHALL BE LESS THAN
5%. THE MAXIMUM LONGITUDINAL SLOPE ON ANY RAMP SHALL BE LESS
THAN 1:12. THE MAXIMUM CROSS SLOPE ON ANY SIDEWALK SHALL BE 2%.
2.CAST IRON DETECTABLE WARNING PLATES SHALL BE INSTALLED AT ALL
SIDEWALK AND PAVED PATH RAMPS, AT CROSSWALKS, AND AT
ADDITIONAL LOCATIONS NOTED ON THE PLANS. AT PAVED PATHS,
DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN CONCRETE.
3.WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALL
COORDINATE WITH THE OWNER ON THE SELECTION AND INSTALLATION
OF AN ADA COMPLIANT HANDRAIL.
4.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES
ONLY. REFER TO DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR
CONSTRUCTION.
5.THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGHT OF
RETAINING WALLS ON THE SITE. THE DESIGN OF THE RETAINING WALLS
AND RAILIINGS ARE TO BE PERFORMED BY OTHERS IN CONSULTATION
WITH THE OWNER.
PLAZA INSET
SCALE: 1" = 20'
11-16-22 UPDATE B3 FOOTPRINT AND WALKS ABR
12-09-22 REV CURB ALONG CITY HALL /SCHOOL DRIVE ABR
01-09-23 REV CURB ALONG CITY HALL /SCHOOL DRIVE, SW ACROSS DRIVE ABR
02-28-23 COORD ENTRIES/RAMPS REAR B1/B2 ABR
03-20-23 REV GRADING BLDG B1 NEAR 314.0/316.0 TRANSITION ABR
06-29-23 RELOCATE XFMR FOR BLDG B2, ADJUST CB11 ABR
07-27-23 REV BLDG B3 FOOTPRINT, ADJUST WALKS/RAMPS ABR
08-16-23 REV BLDG B3 RAMP/WALK AT PARKING LOT ABR
10-04-23 ADD B1/B2 UNIT ENTRIES FROM PARKING LOT ABR
E
E
E
T
E
T
314
315 31
5
316
316
315
3
1
5
316
31
5
31
3
315
314
315
314
312
310
308
306
304
303
315
314
UD
UD
3
1
4
3
1
5
31
4
315
314
31
6
31
4
315
313
314
313
314
UD
UD
UD
314
T
E
T
314
S
S
W
E
FM
FM
S SS
W
W
314
314
E
T
315
313
315
315
314314
G
G
W
W
T
L
LE
E
L
L
L
L
LLL
L
LE
E
L
L
L
L
L
L
L
L
L L L
L
L
L
L
L
S
S
T
E
T
T
T E
W
W
W
W
T
W WWWWW
SS S
S
31
5
312
31
2
313
314
31
2
310
31
2
312
313
313
31
4
31
4
31
5
313
313
312 312
310
314
315
311
UE
UE
SSSSSSS
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
W
W W
G
TTTTT
T
T T T T
S
S
31
2
31
3
313314
314
31
3
313
313
31
4
S
G
G
U
U
U
W
T T
BLDG B1BLDG B2
MARKET STREET
GA
R
D
E
N
S
T
R
E
E
T
CI
T
Y
H
A
L
L
/
S
C
H
O
O
L
D
R
I
V
E
W
A
Y
FU
T
U
R
E
P
U
B
L
I
C
S
T
R
E
E
T
BLDG B3
FFE = 315.10
FFE = 317.25
EX
I
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T
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N
G
C
O
N
C
R
E
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E
S
I
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W
A
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K
EX
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T
I
N
G
C
O
N
C
R
E
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E
S
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W
A
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EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK
NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK
NE
W
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
NE
W
C
O
N
C
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E
S
I
D
E
W
A
L
K
NE
W
C
O
N
C
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S
I
D
E
W
A
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MARKET STREET
NEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALK
NE
W
C
O
N
C
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E
S
I
D
E
W
A
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K
NE
W
C
O
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NEW CONCRETE SIDEWALK
BIO-RETENTION AREA
RETAINING WALL
TOP WALL = 315.0
SEE VHB SHEET D2 FOR
BIO-RETENTION DETALS
TYP. STONE BLOCK
RETAINING WALL
8" PVC ROOF DRAIN
INV = 313.10
8" PVC ROOF DRAIN
INV = 313.40
8" CL52 DI
NEW 12"X8" TAPPING
SLEEVE & VALVE
6" SDR35 PVC SEWER
INV = 305.10
8" X 6" WYE & C.O.
INV = 304.80
8" PVC SEWER
STUB INV = 304.7
EXISTING 24" PE STUB TO BE
REMOVED (FROM EX. CB 14)
EX. CB14
CB1
CB2
CB3
CB4
CB5CB6
CB7
CB8
CB9
CB10
CB11
CB12
CB13
EXISTING 18" PE STUB TO BE
EXTENDED TO CB13. STUB
INV = 308.4
APPROXIMATE LIMITS OF 5" THICK CONCRETE
SIDEWALK REPLACEMENT. SEE PUBLIC ROW
CONCRETE SIDEWALK DETAIL AND CONC.
SIDEWALK JOINTS, FINISH & NOTES
APPROXIMATE LIMITS OF 8" THICK CONCRETE
SIDEWALK REPLACEMENT. SEE PUBLIC ROW
CONCRETE SIDEWALK DETAIL AND CONC.
SIDEWALK JOINTS, FINISH & NOTES
CB14
6" SDR35 PVC
24" PE
18" PE
CB16
APPROXIMATE LIMITS OF
PAVEMENT REPLACEMENT
FOR MOUNTABLE CURB
NEW MOUNTABLE
GRANITE CURB
MOUNTABLE
GRANITE CURB
APPROXIMATE LIMITS OF PAVEMENT
REPLACEMENT FOR CURB REPLACEMENT
EXISTING CONCRETE
SIDEWALK TO BE REMOVED
NEW CONCRETE CURB
6" CL5
2
D
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SEE SHEET 10 FOR WATER
SERVICE DETAILS AND
SPECIFICATIONS
22° BEND
8" SDR35 PVC SEWER
INV = 301.3. CUT BACK EXIST.
STUB AND TRANSITION TO
SCH40 PVC THRU FOUNDATION
6" PVC SEWER STUB. INV ELEV
UNKNOWN. TRANSITION TO
SCH40 PVC THRU FOUNDATION.6" PVC SEWER STUB. APPROX.
INV ELEV = 303.9. TRANSITION TO
SCH40 PVC THRU FOUNDATION.
MIN. S = 0.01
6" DI WATER SERVICE AND
4" DI DOMESTIC SERVICE
(SEE DETAIL ON SHEET 10)
6" SEWER SERVICE
INV = 305.3
6" SCH40 PVC THRU WALL
S = 0.01
8" SCH40 PVC ROOF DRAIN THRU
FOUNDATION WALL, ELEV = 310.15
8" SCH40 PVC ROOF DRAIN THRU
FOUNDATION WALL, ELEV = 310.47
8" SDR35 PVC
8
"
S
D
R
3
5
P
V
C
S
=
0
.
0
0
5
3
1
5
"
P
E
S
=
0
.
0
1
15" PES = 0.005
15
"
P
E
S=
0
.
0
0
5
12"
P
E
S=0
.
0
1
6
5" SC
H
4
0
P
V
C
(
E
L
E
C
)
SEE MECHANICAL PLANS
FOR BUILDING SERVICE
REQUIREMENTS
S=0.0051
12
"
P
E
15"
P
E
S = 0
.
0
0
5
8" SDR35 PVC
8" SDR35 PVC
12
"
S
D
R
3
5
P
V
C
S
=
0
.
0
0
5
12" X 8" WYE
8" SCH40 PVC ROOF DRAIN THRU
FOUNDATION WALL, ELEV = 311.3
8" SCH40 PVC ROOF DRAIN THRU
FOUNDATION WALL, ELEV = 310.6
8" SDR35 PVC
12
"
C
L
5
2
D
I
12
"
C
L
5
2
D
I
EXIST. 8" CL52 DI WATER STUB - REMOVE
STUB AND INSTALL END CAP WITH FOSTER
ADAPTER TO EXISTING GATE VALVE AND
PRECAST CONCRETE THRUST BLOCK
6" DI WATER SERVICE AND
4" DI DOMESTIC SERVICE
(SEE DETAIL ON SHEET 10)
8"
P
V
C
S
E
W
E
R
NEW HYDRANT
TO BE LOCATED IN CENTER OF
ISLAND, AWAY FROM TREES
TYP. TYPE I STONE SWALE
5" SCH40 PVC (ELEC)
(2) 4" SCH40 PVC
(TELECOM/CTV)
K30.3
VAUL
T
K30.6
VAUL
T
TRASH & RECYCLING
ENCLOSURE
BOULDER OR STONE
BLOCK RETAINING WALL
CB15
NEW GAS METER
NEW GAS METER
(2
)
3
"
S
C
H
4
0
P
V
C
F
M
(
S
T
O
R
M
)
HOSE BIB FOR SHARED GARDENS
TYPICAL 8" THICK
CONCRETE SIDEWALK
PAVED PATH
TYP. EXIST. CURB
TO BE REMOVED
EX. 18" PE
MOUNTABLE
CONCRETE CURB
MOUNTABLE
CONCRETE CURB
TYP. CONNECT ROOF
DRAIN TO YARD INLET
EX
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NEW MOUNTABLE
CONCRETE CURB
SEE SHEET 6 FOR
LIGHTING DETAILS
EXIST
I
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G
C
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K
F
E
N
C
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6" SDR35 PVC
SEWER SERVICE
RETAIN EXISTING STREET LIGHT
NEW CONCRETE SIDEWALK RAMP
SEE SHEET 11 FOR LIMITS OF PAVEMENT
MILLING AND REPLACEMENT TO
ELIMINATE EXIST. PAVEMENT MARKINGS
NEW 6" THICK CONCRETE SIDEWALK TO
REPLACE EXISTING PAVED SIDEWALK. SEE
PUBLIC ROW CONCRETE SIDEWALK DETAIL &
CONC. SIDEWALK JOINTS, FINISH AND NOTES
NEW 6" THICK CONCRETE SIDEWALK TO
REPLACE EXISTING PAVED SIDEWALK. SEE
PUBLIC ROW CONCRETE SIDEWALK DETAIL &
CONC. SIDEWALK JOINTS, FINISH AND NOTES
EXIST. CB
TO REMAIN
FDC
FDC
FDC
RELOCATE EXISTING
STREET LIGHT
RELOCATE EXIST. TREE
AWAY FROM HYDRANT
(SEE ALSO SH.10)
25' R.
25' R.
NEW 8" THICK
CONCRETE SIDEWALK
ACROSS DRIVEWAY
NEW MOUNTABLE
CONCRETE CURB
EX
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NEW CONCRETE SIDEWALK
SEE PLANS BY TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS
NEW CONCRETE SIDEWALK
SEE PLANS BY TJ BOYLE FOR
ADDITIONAL DESIGN DETAILS
PS1
6" SEWER SERVICE
INV = 304.6
6" SCH40 PVC THRU WALL
6" SDR35 PVC
SEWER SERVICE
MIN S = 0.01
2"
S
C
H
4
0
P
V
C
(
E
L
E
C
)
2" S
C
H
4
0
P
V
C
(
E
L
E
C
)
TYP. 1" SCH40 PVC CONDUIT
FOR SITE LIGHTING
TYP. 1" SCH40 PVC CONDUIT
FOR SITE LIGHTING
6" CL52 DI (FIRE PROTECTION)
2" CTS HDPE CL200 FROM
CURBSTOP TO METER WITH
TRACER WIRE (DOMESTIC)
22° BEND & THRUST BLOCK
E
T
31
6
315
T
G
31
6
W
G
G
G
E
E
E
T315
G
4
1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.
THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT
LEGEND
PROJECT BOUNDARY
310
EXISTING TREELINE
ABUTTING PROPERTY LINE
SIDELINE OF EASEMENT
EXISTING CONTOUR
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
#310
MARKET ST
#200 GARDEN STREET
CENTRAL SCHOOL
PROPOSED TREELINE
EXISTING 4' CHAIN LINK FENCE
EXISTING POLE MOUNTED LIGHT
EXISTING HYDRANT
EXISTING STORM MH & CB
EXISTING SEWER MANHOLE
GRAPHIC SCALE
20 0 20 40 80
1" = 20 FEET
#324
GARDEN ST
#1
8
0
M
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A
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PROPOSED CONTOUR313
PROPOSED SPOT GRADE+315.50
EXISTING SPOT GRADE+315.46
PROPOSED STONE FILL
UTILITY &
LAYOUT PLAN
STORMWATER STRUCTURE DATA
EX CB14
EXISTING CATCHBASIN
RIM = 313.95
6" UD IN = 309.26
6" UD OUT = 310.47
24" IN = 309.30 (STUB TO BE REMOVED)
24" OUT = 309.26
NEW CB1
RIM = 313.75
18" PE IN = 309.72
2" FM IN = 309.75 (DELETED)
24" PE OUT = 309.70
NEW CB2
RIM = 314.10
12" PVC IN = 309.90
12" PE IN = 309.90
15" PE IN = 309.90
18" PE OUT = 309.87
NEW CB3
RIM = 313.00
(2) 8" PVC IN = 310.55
12" PVC OUT = 310.53
NEW CB4
RIM = 313.20
8" PVC IN = 310.80
8" PVC OUT = 310.75
NEW CB5
RIM = 313.50
8" PVC IN = 310.65
(2) 3" FM IN = 310.70 (INSULATE)
15" PE OUT = 310.65
NEW CB6
RIM = 313.50
8" PVC IN = 310.75
8" PVC OUT = 310.75
NEW CB7
RIM = 314.0
12" PE OUT = 310.45
NEW CB8
RAIN GARDEN INLET STRUCTURE
INLET OPENING = 314.50
OUTLET OPENING = 313.25
NEW CB9
RAIN GARDEN INLET STRUCTURE
INLET OPENING = 314.50
OUTLET OPENING = 313.25
NEW CB10
RIM = 313.25
(2) 8" PVC IN = 309.85
15" PE OUT = 309.80
NEW CB11
RIM = 313.60
15" PE IN = 309.45
15" PE OUT = 309.45
NEW CB12
RIM = 314.10
12" PE IN = 310.50
15" PE IN = 309.05
15" PE OUT = 309.05
NEW CB13
RIM = 313.60
15" PE IN = 308.50
18" PE OUT = 308.50
(EXTEND EXIST. STUB)
NEW CB14
YARD INLET
RIM = 313.65
6" PVC IN = 310.95
8" PVC OUT = 310.90
NEW CB15
YARD INLET
RIM = 313.50
6" PVC IN = 310.80
8" PVC OUT = 310.75
NEW CB16
YARD INLET
RIM = 313.00
12" PE OUT = 311.00
PS1
PUMP STATION
RIM = 302.60
(2) 6" UD IN = 298.60
(2) 2" FM OUT (SEE PS DETAIL)
APPROX. LOCATION OF EXISTING
5" CONDUIT FOR ELECTRIC
SEE INSET 'A'
INSET 'A'
1" =20'
5" SCH40 PVC (ELEC)
(2) 4" SCH40 PVC
(TELECOM/CTV) & ELEC
SERVICE CONDUITS TO
BLDG B3 (SEE MECH.
PLANS)
APPROX. LOCATION OF 5"
(ELEC) & (2) 4" (TELECOM/CTV)
CONDUITS
GA
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#324
ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS
AND DETAILS FOR THE INSTALLATION OF WATER LINES AND
APPURTENANCES, CURRENT EDITION. THE SBWD SHALL BE NOTIFIED
FOR A PRE-CONSTRUCTION MEETING AT LEAST 7 DAYS PRIOR TO ANY
EXCAVATION RELATED TO THE EXISTING OR NEW WATER SYSTEM.
NOTES:
1.THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND SERVICE STUBS
ARE BASED ON RECORD DRAWING DATA PROVIDED BY OTHERS.
2.PRIOR TO THE FABRICATION OF STRUCTURES, THE SITE CONTRACTOR
SHALL PERFORM EXPLORATORY EXCAVATION TO CONFIRM THE
HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES.
3.THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF
THE WATER, SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICE
CONNECTIONS TO THE BUILDING WITH THE OWNER AND MECHANICAL
PLANS.
4.THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP
STATION (IF THE FOOTING DRAINS ARE CONNECTED TO THE PUMP STATION)
ARE TO BE DESIGNED BY OTHERS. SEE PLANS BY OTHERS FOR
FOUNDATION DRAIN PIPING SPECIFICATIONS AND LOCATION.
5.PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING
DRAIN, AND ROOF DRAIN SERVICES FROM THE MECHANICAL PLANS SHALL
BE COMPARED TO THE ELEVATION OF THE COLLECTION MAINS AND
SERVICES SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
6.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY.
REFER TO DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR
CONSTRUCTION.
7.ALL PIPE SLOPES ARE IN FEET / FEET.
SEE MECHANICAL PLANS FOR
BUILDING SERVICE CONDUIT
REQUIREMENTS
APPROX. LOCATION OF
EXISTING GAS SLEEVE
NEW GAS METER
COORDINATE NEW
SERVICE WITH VGS
WATER SERVICE NOTE: SEE ALSO WATER SERVICE INSETS ON SHEET 10
11-16-22 UPDATE B3 FOOTPRINT AND WALKS ABR
W
E T
PROPOSED WATER LINE & HYDRANT
PROPOSED SEWER LINE & CLEANOUT
PROPOSED STORM FORCEMAIN
PROPOSED STORM PIPE & CATCHBASIN
PROPOSED GAS LINE
PROPOSED ELECTRIC & TELECOM
S
FM
G
EXISTING WATER LINE & HYDRANT
EXISTING SEWER LINE
EXISTING STORM PIPE & CATCHBASIN
EXISTING ELECTRIC & TELECOMET
PROPOSED POLE MOUNTED LIGHT
W
S
12-09-22 REV SCHOOL ST, RELOCATE ST LIGHT, ADD FDC ABR
01-09-23 REV B1 & B2 WATER SERVICES PER SBWD, LANDSCAPE COORD ABR
NEW CONCRETE
SIDEWALK
02-28-23 ADD MTC VAULT, 4" DOMESTIC WATER, B1/B2 ENTRIES/RAMPS ABR
5" SCH40 PVC CONDUIT
WITH END CAP & MARKER
(2) 5" SCH40 PVC (ELEC)
L PROPOSED SITE LIGHTING
K30.6 TRANSFORMER/MTC VAULT
SEE MECHANICAL PLANS FOR BUILDING
SERVICE CONDUIT REQUIREMENTS
06-09-23 ADD XFMR/MTC VAULT, ADJUST K30.4, REV. BLDG B3 SERVICES ABR
10' MIN.
06-29-23 RELOCATE XFMR FOR BLDG B2, ADJUST CB11 ABR
07-27-23 REV. B3 FOOTPRINT, ADJUST WATER SERVICES ABR
08-16-23 REV. BLDG B3 RAMP/WALK AT PARKING ABR
10-04-23 ADD B1/B2 UNIT ENTRIES FROM PARKING LOT ABR
U
U
U
BLDG B3
BLDG B1BLDG B2
MARKET STREET
GA
R
D
E
N
S
T
R
E
E
T
CI
T
Y
H
A
L
L
/
S
C
H
O
O
L
D
R
I
V
E
W
A
Y
FU
T
U
R
E
P
U
B
L
I
C
S
T
R
E
E
T
BIORETENTION
AREA
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
6
LIGHTING PLAN
GRAPHIC SCALE
30 0 30 60 120
1" = 30 ft.
LIGHTING SPECIFICATIONS
LEGEND DESCRIPTION MOUNT HEIGHT DISTRIBUTION TYPE COLOR TEMP
RAB BLED18N 18W 42" BOLLARD 180 DEGREE 4000K
RAB ALED4T125N 24 FEET POLE TYPE IV 4000K
RAB ALED5S150N 24 FEET POLE TYPE V 4000K
RAB WPLED13N 9' WALL TYPE III 4000K
LITHONIA 4BEMW 11' CANOPY RECESSED CUTOFF 4000K
NOTES:
COLOR - FIXTURES AND POLES SHALL BE BRONZE - TO BE CONFIRMED WITH OWNER
POWER SUPPLY - COORDINATE WITH OWNER ON POWER SUPPLY LOCATION IN BUILDING(S)
LIGHTING CONTROLS - LIGHTING CONTROL DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN
CONDUIT SIZE & LAYOUT - CONDUIT SIZE AND LAYOUT DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN
4
5
W
W
W
4
44
4
555
5
4
LOT B
WW
11-16-22 UPDATE B3 FOOTPRINT, WALKS, & LIGHTING ABR
W
B
B B B
B B
B B B
B
B B
B
12-09-22 REVISE WALL MOUNT FIXTURE ABR
POLE MOUNTED LIGHT DETAIL
01-23-23 ADD POLE MOUNTED LIGHT DETAIL ABR
02-28-23 COORD ENTRIES/RAMPS REAR B1/B2 ABR
W
W
08-16-23 BLDG B3 FOOTPRINT AND RAMPS/WALKS ABR
10-04-23 ADD B1/B2 UNIT ENTRIES FROM PARKING LOT ABR
W
+
3
1
3
.
8
8
W
W
W
T
S
S
W
T
W
E
T
T
W
L
L W
W
W
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
10
DETAILS AND SPECIFICATIONS
WATER & INSETS
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE
CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR
THE INSTALLATION OF WATER LINES AND APPURTENANCES
(LATEST VERSION). THE SBWD SHALL BE NOTIFIED PRIOR TO
BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS,
APPURTENANCES AND WATER LINE CROSSINGS.
5 0 5 10
1" = 5 FEET
NEW
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
BUILDING B1
12" X 4" TAPPING SLEEVE
& VALVE (DOMESTIC)
4" GATE VALVE
4" CL52 DI WATER SERVICE
(DOMESTIC)
6" CL52 DI WATER SERVICE
(FIRE PROTECTION)
BUILDING B1
WATER SERVICE INSET
GAR
D
E
N
STR
E
E
T
EXI
S
T
I
N
G
1
2
"
C
L
5
2
D
I
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A
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E
X
I
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T
.
C
O
N
C
R
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I
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E
W
A
L
K
EXIS
T
I
N
G
C
O
N
C
R
E
T
E
C
U
R
B
NOTE: NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.
5 0 5 10
1" = 5 FEET
BUILDING B2
6" CL52 DI
4" CL52 DI WATER SERVICE
(DOMESTIC)
6" CL52 DI WATER SERVICE
(FIRE PROTECTION)
BUILDING B2 - WATER SERVICE INSET
E
X
I
S
T
I
N
G
8
"
D
I
W
A
T
E
R
NOTE: FOR THE WATER SYSTEM, NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.
EXISTING 6"
GATE VALVE
EXISTING 6" CL52 DI
WATER STUBN
E
W
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
NEW CONCRETE
SIDEWALK
EXISTING 6" CL52 DI
WATER STUB
E
X
I
S
T
I
N
G
C
O
N
C
R
E
T
E
S
I
D
E
W
A
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K
REMOVE EXIST. END CAP
AND INSTALL 90° BEND
AND CONCRETE THRUST
BLOCK
E
X
I
S
T
.
T
E
L
E
C
O
M
C
O
N
D
U
I
T
90° BEND AND CONCRETE
THRUST BLOCK
4" GATE VALVE WITH FOSTER
ADAPTER AND 6" X 4' TEE
NEW 6" SCH40 PVC THROUGH
FOUNDATION WALL
SEWER CLEANOUT
6" X 6" SDR35 PVC WYE
6"
S
D
R
3
5
P
V
C
S
E
W
E
R
S
=
0
.
0
1
5 0 5 10
1" = 5 FEET
NEW
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
BUILDING B3
NEW 2" CORPORATION &
TAPPING SADDLE IN NEW
8" DI WATER LINE
BUILDING - B3 WATER SERVICE INSET
N
E
W
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
NOTE: NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.
MI
N
.
1
0
'
S
E
P
A
R
A
T
I
O
N
6"
C
L
5
2
D
I
8"X8" TEE
TYP. 8"X6" REDUCER
AND 6" GATE VALVE
NEW 2" CURBSTOP
& CURB BOX WITH
TRACER WIRE
ACCESS POINT
AND ACCESS BOX
(TO
N
E
W
H
Y
D
R
A
N
T
)
11-16-22 UPDATE BUILDING B3 FOOTPRINT ABR
FDC
FDC
12-09-22 ADD FIRE DEPT CONNECTIONS ABR
APPROXIMATE LOCATION
OF FIRE DEPT CONNECTION
APPROXIMATE
LOCATION OF FIRE
DEPT CONNECTION
FOR ALL BUILDINGS, THE FIRE DEPARTMENT CONNECTION SHALL BE
KEPT CLEAR OF LANDSCAPING OR OTHER OBSTRUCTIONS WITH A 6'
WIDE PATH FROM THE PUBLIC WAY, CENTERED ON THE FDC
12-16-22 REV B1 & B2 WATER SERVICES PER SBWD REVIEW ABR
6" GATE VALVE
TAPPING SADDLE REQUIREMENTS (3/4” THROUGH 2”):
1.BODIES SHALL BE DUCTILE IRON PER ASTM A536.
2.BODIES SHALL HAVE A FUSION BONDED EPOXY OR APPROVED
EQUAL FINISH.
3.BODY THREADS SHALL BE COUNTERCLOSKWISE PER AWWA C800.
4.BANDS ARE TO BE CONSTRUCTED OF GRADE 304 STAINLESS
STEEL AND HAVE A MINIMUM WIDTH OF 2”.
5.BOLTS AND NUTS ARE TO BE CONSTRUCTED OF GRADE 304
STAINLESS STEEL.
6.TAPPING SADDLES SHALL BE USED ONLY FOR THE FOLLOWING:
DUCTILE IRON AND CAST IRON PIPE FOR TAPS 1 ½” OR 2” IN SIZE,
AND ALL PVC AND AC PIPE. DIRECT TAPS SHALL BE USED FOR ¾”
AND 1” TAPS ON DUCTILE IRON AND CAST IRON.
7.A CONNECTION MADE TO A PIPE THAT REQUIRES A TAPPING
SADDLE OR THAT IS NOT DUCTILE IRON WILL HAVE A BODY WITH A
SUITABLE OUTLET, SEAL, AND SUITABLE MEANS FOR ATTACHMENT
TO THE MAIN. THE BODY SHALL BE MADE TO CONFORM TO THE
OUTSIDE CONFIGURATION OF THE MAIN. THE SERVICE SADDLE
SHALL BE DESIGNED TO PROVIDE A DRIP TIGHT CONNECTION. THE
BODY SHALL BE TEFLON OR EPOXY COATED WITH STAINLESS
STEEL STRAP(S), BOLTS, NUTS, AND MECHANISM FOR ATTACHING
TO THE PIPE BARREL.
8.SERVICE SADDLES WITH A TWO INCH (2”) OUTLET SHALL NOT BE
USED ON A TWO INCH (2”) MAIN.
9.SERVICE SADDLES MUST MEET MANUFACTURERS’ GUIDELINES
AND RECOMMENDATIONS FOR SPECIFIC PIPE MATERIALS.
12" X 8" TAPPING SLEEVE &
VALVE (FIRE PROTECTION)
SEE NOTE BELOW
02-27-23 REV B1 & B2 DOMESTIC WATER SERVICES TO 4" DI ABR
TYPICAL, MAINTAIN 18"
VERTICAL SEPARATION
WITH WATER OVER TOP
OF SEWER
NEW
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
R
A
M
P
NEW
2
"
C
T
S
H
D
P
E
C
L
2
0
0
NEW
6
"
C
L
5
2
D
I
CON
C
R
E
T
E
C
U
R
B
6" CL
5
2
D
I
8" C
L
5
2
D
I
2"
T
Y
P
E
K
C
O
P
P
E
R
07-27-23 REV B3 FOOTPRINT & WATER SERVICE LAYOUT ABR
22° BEND & CONCRETE
THRUST BLOCK
2" CTS HDPE CL200 WITH COMPRESSION FITTINGS
BETWEEN CURBSTOP AND BUILDING. INSTALL TRACER
WIRE FROM CURBSTOP TO METER IN BUILDING.
TRACER WIRE: 10AWG HIGH STRENGTH COPPER
CLAD STEEL CONDUCTOR WITH BLUE POLYETHYLENE
INSULATION FOR USE IN DIRECTIONAL DRILLING BY
COPPERHEAD INDUSTRIES SOLOSHOT (SOLOSHOT
1245-EHS) OR APPROVED EQUAL.
TRACER WIRE ACCESS POINT: WIRE SHALL
TERMINATE AT THE CURBSTOP WITH A COPPERHEAD
ACCESS POINT OR APPROVED EQUAL WITHIN AN
APPROVED ACCESS BOX. TRACER WIRE SHALL
TERMINATE AT METER INSIDE BUILDING.
TRACER WIRE
SHALL TERMINATE
AT METER
P
T
=
4
8
+
2
9
.
1
9
+ 303.83
302.83 +
302.43 +
E
E
E
E
L L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
T
T
0+50
1+00
0+00
L
E
310
310
31
0
UD
UD
G
UD
UD
FM
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
FM
FM
3
1
0
SOUTH BURLINGTON (SEE
N
O
T
E
9
)
EXISTING EDGE OF P
A
V
E
M
E
N
T
OF SCHO
O
L
D
R
I
V
E
W
A
Y
M
A
R
K
E
T
S
T
R
E
E
T
MARKET STREE
T
R
E
C
O
N
S
T
R
U
C
T
I
O
N
UNDERWAY - SE
E
P
L
A
N
S
B
Y
O
T
H
E
R
S
FOR FINAL IMPR
O
V
E
M
E
N
T
S
GAR
D
E
N
S
T
R
E
E
T
CITY
H
A
L
L
/
S
C
H
O
O
L
D
R
I
V
E
W
A
Y
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
11
1" = 20'20 0 20 40 80
1" = 20 FEET
PAVEMENT MARKING
AND SIGN PLAN
30" X 30"
SIGN R1-1STOP
GENERAL NOTES:
1.ALL PAVEMENT MARKINGS WITHIN THE GARDEN STREET RIGHT OF WAY SHALL BE
DURABLE POLYUREA (SEE VTRANS SPECIFICATION SECTION 708)
2.TEMPORARY PAVEMENT MARKINGS ON BASE PAVEMENT MAY BE PAINT.
3.ALL SIGNS SHALL BE INSTALLED ON 2" SQUARE STEEL POSTS WITH ANCHORS.
4.ALL SIGNS SHALL BE INSTALLED WITH MINIMUM 7 FEET CLEARANCE BETWEEN THE
BOTTOM OF THE SIGN AND FINISH GRADE.
5.EXCEPT WHERE SHOWN OTHERWISE ON THIS SHEET, WHERE EXISTING PAVEMENT
MARKINGS CONFLICT, THEY SHALL BE REMOVED BY GRINDING IN ACCORDANCE WITH
VTRANS SPECIFICATION 646.12.
SIGN LEGEND
A STOP SIGN - STREET
STOP SIGN - STREET
PAVEMENT MARKING LEGEND
J
RESERVED PARKING SYMBOL, WHITE PAINT
4" WHITE LINE, PAINT
24" WIDE STOP BAR, DURABLE POLYUREA
K
L
M CROSSWALK, DURABLE POLYUREA (24" WIDE, BLOCK STYLE)
A
B R7-8 (MODIFIED) SIGN (FACING EACH SPACE, SINGLE SIGN POST)
SEE DETAIL SHEET 7
C R7-8 (MODIFIED) SIGN WITH R7-8A (FACING EACH SPACE, SINGLE POST)
SEE DETAIL SHEET 7
D 'NO PARKING' R8-3 SIGN
18" X 18"
SIGN R8-3
NO PARKING SIGND
P
N CROSSWALK, PAINTED (24" WIDE, BLOCK STYLE)
J
J
K
K
J
J
J
J
K
K
J
L
NN
N
N
N
N
N
J
J
K
J
A
B
B
C
C
C
D
D
D
D
E DO NOT ENTER & AUTHORIZED VEHICLES ONLY (SINGLE POST)
DO NOT ENTER / AUTHORIZED VEHICLES ONLYE
D
E
E
D
DO NOT
ENTER
R5-1
30" X 30"
R5-11
30" X 24"VEHICLESAUTHORIZED
ONLY 11-16-22 REVISE SIGNS AT EMERGENCY ACCESS DRIVE ABR
L 12-09-22 ADJ PARKING SIGNS, REV PAVE MARK/SIGNS ON SCHOOL DRIVE ABR
J
SEE INSET FOR SIGN &
PAVEMENT MARKING
REMOVAL
MILL EXISTING PAVEMENT TO A DEPTH OF
1" AND REPLACE WITH TYPE IV BITUMINOUS
CONCRETE PAVEMENT TO ELIMINATE
EXISTING PAVEMENT MARKINGS
EXISTING LINE
STRIPING TO REMAIN
J
J
J
J
J
REMOVE (2) EXISTING SIGNS
(NO PARKING ANY TIME)
INSET - PAVEMENT MARKING
& SIGN REMOVAL
EXISTING STOP
SIGN TO REMAIN
D
EXISTING STREET TREE TO BE
RELOCATED TO 10' OFF EMERGENCY
VEHICLE ACCESS
K
01-09-23 SCHOOL DRIVE/ADD ACC. SPACE, SW @ DRIVE, LANDSC. COORD ABR
B
08-16-23 BLDG B3 FOOTPRINT AND RAMPS/WALKS ABR
J
J
01-05-24 ADD STRIPING FOR BIKE LANE ON GARAGE RAMP ABR
W
T
T
W WW
WWW
S
UE
UE
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
E
W
W W
TTTTT
ETT
T
T
TTTTT
S
S
S
G
G
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
W
T T
E
E
E
T
E
T
UD
UD
UD
UD
UD
T
E
T
S
S
W
E
FM
FM
S SS
W
W
E
T
G
G
W
W
T
L
L
E
E
L
L
L
L
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L
LE
E
L
L
L
L
L
L
L
L
L L L
L
L
L
L
L
S
S
0+
0
0
T
E
T
T
T E
W
W
W
B2 B1
B3
T-4 DISTRICT
T-5 DISTRICT
GTH
BH(4)
UA(2)
ASGM(2)
BHM(6)
ASGM
ACG
AGR(3)
AGR
ASGM
ASGM(2)
RE(2)
AO
AO
HT(11)
TC(11)
HT(13)
AO
RE(5)
TC(5)
TC(5)
HT(14)
RE(9)HT(18)
HT(14)
RE(11)
HT(35)
AO
CK(8)
FG(18)
CK(7)
FG(15)
CK(7)
FG(15)
CK(8)
FG(19)
CK(10)
AM(18)
JH(8)
AL(11)
AM(8)
AL(8)
AM(16)
JH(8)
AL(14)
SJ(4)
SJ(10)
AO
AO(2)AL(30)
SJ(12)
PN(2)
AM(8)
AM(8)
AM(5)
AL(22)
DF(22)
CP(22)
DF(5)
CP(10)
MD(6)
HT(23)
DC(28)
HT(23)
DC(9)
CP(15)
AO
HT(19)
HT(29)
DC(15)SJ(16)SJ(17)DC(14)
AO
HT(17)
GTH(2)
BH(4)
UA
ASGM
SJ(15)
PN(10)
SJ(6)
CK(14)
TC(3)
HT(20)
AO
MD(8)
CP(28)
AO
MD(5)
AL(8)PN(4)PN(4)AO AO
AL(5)
FG(46)
CK(22)
MD(5)
AO
SJ(12)
PN(6)
AO
AL(14)
MD(4)
HT(4)
AMA(4)
AMA(5)
JH(19)
RAG(19)
RAG(19)
CK(7)
JH(11)
CK(7)
RE(3)
JH(11)
CK(7)
JH(10)
CK(7)
AL(10)
PN(4)
FG (35)
FG(42)
PN(5)
FG(47)
SJ(8)
CK(20)
HT(34)
HT(14)
AO
AO
HT(24)
AO
PB(21)
RE(7)
DC(21)
PB(14)
RE(8)
HT(37)
PB(24)
PB(45)
RE(3)
RH(60)
ASGM
ASGM
ASGM
ASGM
BHM(3)
ASGM
DL(7)
PD(45)
PD(55)
CP(278)
CP(291)
RH(50)
BP(39)
AMA(7)
BP(21)
DL(10)
AMA(7)
DL(49)
ASGM
BHM(2)
AL(10)
UA
AMA(6)
TC(3)
SJ(3)
RH(62)
CP(166)
BP(10)
DL(7)
DL(3)
BP(10)
CP(105)
RH(57)
TC(3)
AFA
FG(42)
AO
RE(4)
AOAO
AM(8)
RH(70)
JH(5)
JH(5)
AL(10)
AMA(5)
AMA(3)
AL(4)
CK(8)CK(8)
AGR(2)
HT(8)
CP(50)
RE(2)
HT(15)
AO
HT(8)
HT(9)
AO
TC(3)
PB(14)
CP(11)
HT(3)
DF(3)
HT(6)
PB(3)
DF(6)
HT(11)
AL(7)
DF(6)
HM
HT(17)
CP(3)
CP(50)
AL(14)
HT(6)
CP(26)CP(15)
RE(2)
HM
PB(3)
CP(11)
AFA
PB(3)
CP(13)
HT(5)
AL(6)
TC(3)
RE(3)
DC(17)
PB(10)
SCALE: 1" = 20'SOUTH BURLINGTON CITY CENTER - CATADOUNT RUN
DATE: NOsEDBER 1ϴ͕ 2022010'40'20'
POCKET PLAZA
EXISTING WOODS
EXISTING FIELD
ANNUAL PLANTINGSANNUAL PLANTINGS
REsISED DECEDBER ϱ͕ 2022
REsISED DECEDBER 1ϱ͕ 2022
EXISTING STREET TREE
TO BE RELOCATED TO
10F OFF EMERGENCY
VEHICLE ACCESS
RELOCATE EXISTING
TREE TO GREEN STRIP
SNOW STORAGE
SNOW STORAGE SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
NOTE:
FOR ALL PARKING LOT PLANTING ISLANDS, REMOVE / REPLACE /
PREPARE WITH PLANTING SOIL TO MINIMUM 24 INCH DEPTH.
PLANTINGS SOILS ARE TO BE PREPARED PER 329113 - SOIL
PREPARATION SPECIFICATION (TYP.)
- SHEET L1͘1WLANTING WLANREsISED :ANUARY 11͕ 202ϯ
REsISED :ANUARY 24͕ 202ϯ
RELOCATE EXISTING
TREE TO CORNER
REsISED OCTOBER 1ϯ͕ 202ϯ
REsISED :ANUARY 22͕ 2024
3
UD
W
T
T
W WWWWW
S
UE
UE
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
S
S
S
S
S
S
E
W
W W
TTTTT
ETT
T
T
TTTTT
S
S
S
G
G
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
W
T T
UD
UD
UD
UD
S
S
S SS
S
S
G
G
W
W
W
W
W
W
W
W
FM
FM
E
E
E
T
E
T
T
E
T
E
E
T
T
L
LE
E
L
L
L
L
LLL
L
LE
E
L
L
L
L
L
L
L
L
L L L
L
L
L
L
L
T
E
T
T
T E
B2 B1
B3
GTH
BH(4)
UA(2)
ASGM(2)
BHM(6)
ASGM
ACG
AGR(3)
AGR
ASGM
ASGM(2)
RE(2)
AO
AO
HT(11)
TC(11)
HT(13)
AO
RE(5)
TC(5)
TC(5)
HT(14)
RE(9)HT(18)
HT(14)
RE(11)
HT(35)
AO
CK(8)
FG(18)
CK(7)
FG(15)
CK(7)
FG(15)
CK(8)
FG(19)
CK(10)
AM(18)
JH(8)
AL(11)
AM(8)
AL(8)
AM(16)
JH(8)
AL(14)
SJ(4)
SJ(9)
AO
AO(2)
AL(30)
SJ(12)
PN(2)
AM(8)
AM(8)
AM(5)
AL(22)
DF(22)
CP(22)
DF(5)
CP(10)
MD(6)
HT(23)
DC(28)
HT(23)
DC(9)
CP(15)
AO
HT(19)
HT(29)
DC(15)SJ(16)SJ(16)DC(14)
AO
HT(17)
GTH(2)
BH(4)
UA
ASGM
SJ(15)
PN(10)
SJ(6)
CK(14)
TC(3)
HT(20)
AO
MD(8)
CP(28)
AO
MD(5)
AL(8)PN(4)PN(4)AO AO
AL(5)
FG(46)
CK(22)
MD(5)
AO
SJ(10)
PN(6)
AO
AL(14)
MD(4)
HT(4)
AMA(4)
AMA(5)
JH(19)
RAG(19)
RAG(19)
CK(7)
JH(11)
CK(7)
RE(3)
JH(11)
CK(7)
JH(10)
CK(7)
AL(10)
PN(4)
FG (35)
FG(42)
PN(5)
FG(47)
SJ(8)
CK(20)
HT(34)
HT(14)
AO
AO
HT(24)
AO
PB(21)
RE(7)
DC(38)
PB(24)
RE(7)
HT(37)
PB(24)
PB(45)
RE(3)
RH(60)
ASGM
ASGM
ASGM
ASGM
BHM(3)
ASGM
DL(7)
PD(45)
PD(55)
CP(278)
CP(291)
RH(50)
BP(39)
AMA(7)
BP(21)
DL(10)
AMA(7)
DL(49)
ASGM
BHM(2)
AL(10)
UA
AMA(6)
TC(3)
SJ(7)
RH(62)
CP(166)
BP(10)
DL(7)
DL(3)
BP(10)
CP(105)
RH(57)
TC(3)
AFA
FG(42)
AO
RE(4)
AOAO
AM(8)
RH(70)
JH(5)
JH(5)
AL(10)
AMA(5)
AMA(3)
AL(10)
CK(8)CK(8)
AGR(2)
HT(8)
CP(50)
RE(2)
HT(15)
AO
HT(8)
HT(9)
AO
T-4 DISTRICT
T-5 DISTRICT
TC(3)
PB(14)
CP(11)
HT(3)
DF(3)
HT(6)
PB(3)
DF(6)
HT(11)
AL(9)
DF(6)
HM
HT(17)
CP(3)
CP(50)
AL(12)
HT(6)
CP(26)CP(15)
RE(2)
HM
PB(3)
CP(11)
AFA
PB(3)
CP(13)
HT(5)
SCALE: 1" = 20'SOUTH BURLINGTON CITY CENTER - CATADOUNT RUN
DATE: NOsEDBER 1ϴ͕ 2022010'40'20'
POCKET PLAZA
EXISTING WOODS
EXISTING FIELD
ANNUAL PLANTINGSANNUAL PLANTINGS
REsISED DECEDBER ϱ͕ 2022
EXISTING STREET TREE
TO BE RELOCATED TO
10F OFF EMERGENCY
VEHICLE ACCESS
RELOCATE EXISTING
TREE TO GREEN STRIP
SNOW STORAGE
SNOW STORAGE SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
REsISED DECEDBER 1ϱ͕ 2022
NOTE:
FOR ALL PARKING LOT PLANTING ISLANDS, REMOVE / REPLACE /
PREPARE WITH PLANTING SOIL TO MINIMUM 24 INCH DEPTH.
PLANTINGS SOILS ARE TO BE PREPARED PER 329113 - SOIL
PREPARATION SPECIFICATION (TYP.)
- SHEET L1͘1WLANTING WLAN
REsISED :ANUARY 11͕ 202ϯ
RELOCATE EXISTING
TREE TO CORNER
REsISED :ANUARY 24͕ 202ϯ
PLAN ISSUED
10/13/2023
REsISED OCTOBER 1ϯ͕ 202ϯ