HomeMy WebLinkAboutSP-23-042 - Plans - Record - 0438 O'Brien Farm RoadNew CB#85
Rim 358.2
Inv. in 353.25
Inv. out 353.15
New CB#86
Rim 358.2
IInv. out 353.45
New
Screened
Trash/
Recylcing
New CB#93
Rim 367.05
Inv. in 362.8
Inv. out 362.7
New CB#94
Rim 367.5
Inv. in 362.6
Inv. out 362.5
New CB#92
Rim 371.0
Inv. in 366.25
Inv. out 366.15
New CB#91
Rim 370.7
Inv. in 365.95
Inv. out 365.85
New CB#89
Rim 374.9
Inv. in 370.15
Inv. out 370.05
New CB#88
Rim 378.0
Inv. in 373.25
Inv. out 373.15
New CB#87
Rim 378.1
IInv. out 373.6
New CB#104
Rim 366.25
Inv. in 361.8
Inv. out 361.7
New CB#103
Rim 366.25
Inv. in 362.0
Inv. out 361.9
New CB#73
Rim 367.3
Inv. in 361.42
Inv. out 361.33
Inv. ud 364.3
New CB#96
Rim 367.2
Inv. in. 363.3
Inv. out 363.2
New CB#95
Rim 368.4
Inv. in 362.82
Inv. out 362.72
New CB#97
Rim 372.5
Inv. in 367.75
Inv. out 367.65
New CB#98
Rim 372.8
Inv. out 368.3
New CB#101
Rim 371.0
Inv. in 366.25
Inv. out 366.15
New CB#102
Rim 370.0
Inv. in 365.25
Inv. out 365.15
New CB#100
Rim 375.25
Inv. in 370.5
Inv. out 370.4
New CB#99
Rim 376.0
Inv. out 371.0
New street
light (typ.)
New 10" PVC
Roof Drain.
s=0.005 min.
Snow
Storage
Snow
Storage
Snow
Storage
Snow
Storage
Snow
Storage
New Bike
Rack on
concrete pad
New Bike
Rack on
concrete
pad
New CB#75
Rim 370.9
Inv. in 365.9
Inv. out 365.8
Inv. ud 366.65
New 6" PVC SDR 35
sanitary sewer service
to building. Connect
to Phase 1 stub.
Coordinate with
mechanical plans.
New 6" PVC SDR 35
sanitary sewer service
to building. s=14"/ft
min. Coordinate with
mechanical plans.
New 12" HDPE
s=0.01 New 15" HDPEs=0.068New 12"
HDPE
s=0
.018New 15" HDPEs=0.005New 12" HDPEs=0.019New 12" HDPEs=0.014New
1
5
"
H
D
P
E
s=0.05
9
New 15" HDPE s=0.039
New 15" HDPE
s=0.073
New 15"
H
DP
E
s=0.083New 15" HDPE
s=0.01
New
1
5
"
H
D
P
E
s
=
0
.
1
1
5 New 12"
HDPEs=0.012
New 1
5
"
H
D
P
E
s=0.0
5
3
Ne
w
1
5
"
H
D
P
E
s=
0
.
0
2
1
New 15
"
H
D
P
E
s=0.07New 15" HDPE s=0.005CB#61
Rim 362.13
Inv. in 357.38
Inv. out 357.28
Inv. ud 358.13
Infiltration Trench 63
Use (1) 30' long x 18"
dia. perforated HPDE
pipes bedded in stone.
Inv. 346.51
New CB#90
Rim 374.9
Inv. in 370.4
Inv. out 370.3
New SMH
Rim 358.9
Inv. in 351.2
Inv. out 351.1
Contractor shall verify pipe invert
prior to ordering manhole
New 15" HDPE s=0.05
2 New 15" HDPEs=0.01New 15" HDPE
s=0.01
New CB#74
Rim 367.2
Inv. out 362.45
Inv. ud 363.2
New 15" HDPE s=0.032New CB#72
Rim 364.33
Inv. in 359.58
Inv. out 359.48
Inv. ud 360.33
New 15" HDPE s=0.022
New 15" HDPE s=0.026
New CB#71
Rim 362.33
Inv. out 357.58
Inv. ud 358.33
New CB#69
Rim 357.7
Inv. in 352.95
Inv. out 352.85
Inv. ud 353.7
Convert CB#58
to solid cover
Convert CB#55
to solid cover
Core and boot
New Inv. in
351.65
New CB#70
Rim 358.4
Inv. out 354.4New CB#68
Rim 356.4
Inv. in 352.15
Inv. out 352.05
Inv. ud 352.4
New 15" H
D
P
E
s=0.011
New
Hydrant
assembly
New 8" x 8" x 6"
tee, thrust block
and gate valve.
Snow
Storage
New
Screened
Trash/
RecylcingNew 15" HDPE s=0.006Relocate hydrant out
of sidewalk.
New 6" D.I. Cl 52 fire
and 4" D.I. domestic
water service to building.
Connect to Phase 1 stub.
Coordinate with
mechanical plans.4"6"New 6"x4" tee
with respective
gate valves
New 6" D.I. Cl 52 fire and 4" D.I.
domestic water service to
building. Connect to Phase 1
stub. Cut stub as necessary to
install tee and valves. Coordinate
with mechanical plans.4"6"New 6"x4" tee
with respective
gate valves
Sidewalk
connection to
future phase
Curb cut for
future
maintenance
drive
New 10" PVC
Roof Drain.
s=0.005 min.
New CB#77
Rim 359.8
Inv. in 354.48
Inv. out 354.38 HILLSIDE @
O'BRIEN FARM
OWNER AND APPLICANT:
ISSUED FOR PERMIT REVIEW
PROPERTY INFORMATION:
C-3
SITE PLAN
Old Farm Road and Kennedy Drive,
South Burlington, Vermont
O'BRIEN BROTHERS
1855 WILLISTON ROAD
SOUTH BURLINGTON, VT 05403
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446
email@krebsandlansing.com
Proposed 47 Unit Building
24 Garage Spaces
Proposed 47 Unit Building
24 Garage Spaces
CITY ROADS &
LOTS 10-11
SEE SHEET C-4
SEE SHEET C-5Revised Lot 18
Area = 0.56 ac
Note: Lot 12-15 permanent improvements are
shown for schematic purposes
Note: Lot 12-15 permanent improvements are
shown for schematic purposes
UPUP12345678910[COMPACT]141516171819UNDER-BUILDING PARKINGBIKE STORAGE (47)AMMENITY SPACEVESTIBULELOBBY16' x 8' GARAGE DOORBALCONY ABOVEBALCONY ABOVEROOF CANOPY ABOVE4' - 0"6' - 0"14' - 0"34' - 0"48' - 0"25' - 0"29' - 0"160' - 0"30' - 0"14' - 6"21' - 6"66' - 0"12' - 0"5' - 6"32' - 6"12' - 0"62' - 0"4' - 0"30' - 0"48' - 0"24' - 0"18' - 0"18' - 6"19' - 6"162' - 0"SLOPING UNDERSIDE OF STAIRS (2-HR FIRE RATING)1' - 6"1' - 6"1' - 6"1' - 0"1' - 6"2' - 0"1' - 0"1' - 0"1' - 0"1' - 6"1' - 6"20' - 6"3' - 11"10' - 0"8' - 6"STOREFRONT6' - 0"5' - 6"7' - 6"11' - 0"11' - 0"11' - 0"7' - 6"6' - 0"12' - 0"6' - 0"8' - 6"9' - 6"10' - 0"STOREFRONT6' - 0"2' - 6"2' - 0"STOREFRONT15' - 6"2' - 0"FLOOR OVERHANG ABOVEROOF CANOPY ABOVE6' - 0"8' - 3"9' - 9"6' - 0"4' - 6"STOREFRONT6' - 0"4' - 0"2' - 0"STOREFRONT17' - 6"2' - 0"10' - 0"16' - 0"1' - 6"STOREFRONT5' - 0"21' - 0"21' - 9"7' - 0"11' - 10"7' - 0"18' - 0"24' - 2"18' - 0"17' - 5"ROOF CANOPY ABOVE00010002000300070006SF040010SF01SF02SF03SF05BbCb9' - 6"11' - 0"STOREFRONT8' - 0"PATIO STORAGE2013ELEV. MECH.00040008(FIN.)3' - 9"(FIN.)3' - 9"8' - 0"10' - 2"MECH.0005GGGW5W5W5W5W2W2W2W2W4W2W2W5W5W5W5W10W2W4W2W4W10bW10bW10bW10bW10bW10W10b12' - 0"MECH./ELEC./STORAGE1A-4.11A-4.22A-4.2W510' - 6"ELEV.UP 4"MIN. 24"MIN. 36"SEE SHT. A-1.1 FOR OUTLINE OFAREAS RAISED 4"UP 4"MIN. 18"MIN. 36"4' - 0"MIN. 60"4" STEP4" STEP4" STEP4A-4.47" BRICK SHELF W/ 5" STEM WALL @ GRADE ABOVE, SEE STRCT. DWGS.6050 OPNG. @ 9'-0" HD. HT., SEE ELEV. & SECTION FOR DTLS. (TYP.)3A-4.5+/- 3' - 1"SEE SHT. A-2.9 FOR DETAILED LOBBY PLANSEE SHT. A-2.9 FOR DETAILED LOBBY PLAN36" MIN.6A-4.5INSULATED SPRINKLER CLOSET (SEE SK-11)STEP UP 4"MOTORCYCLE PARKING SPACE12113-HR SPRAY APPLIED FIRE RETARDANT ON ALL STEEL COLUMNS, REFER TO DTL. (TYP.)PARKING GARAGE EXHAUST FAN(REFER TO M.E.P. DWGS.)MOTORCYCLE PARKING SPACE3 HR COLUMN ASSEMBLY UL X752• 1 7/8" MIN. SPRAY APPLIED FIRE PROOFING (SPRAY APPLIED THICKNESS PER UL LISTING)• HSS STEEL COLUMN, SEE STRUCT DWGSNOTE:ALL STRUCTURAL BEAMS AND COLUMNS TO BE INDIVIDUALLY PROTECTED W/ 3 HOUR RATINGSCALE:DATE:DRAWN BY:CHECKED BY:PROJECT:SHEET TITLE:THIS DRAWING IS THE PROPERTY OF G4 DESIGN STUDIOS, LLC AND IS NOT TO BE COPIED, REPRODUCED, OR THE CONTENT THEREOF USED, IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN CONSENT OF STEVE GUILDDRAWING FOR CONSTRUCTIONAs indicated8/18/2023 1:15:10 PMA-2.1LOWER LEVELPLANSUMMIT PROPERTIESLOT 11G4WGI8/9/2022SUMMITSOUTH BURLINGTON, VERMONT1/8" = 1'-0"1LOWER LEVEL PLANWINDOW SCHEDULEMARK TYPE HEAD HEIGHTNOMINALWIDTHNOMINAL UNITWIDTHNOMINALHEIGHTMULLEDUNITSNOTESA Double-Hung 8' - 0" 3' - 0" 5' - 6"Ab Fixed 8' - 0" 3' - 0" 5' - 6" Fixed window to mimic double-hung appearanceB Double-Hung 8' - 0" 6' - 4" 3' - 0" 5' - 6" 2Bb Double-Hung 9' - 0" 6' - 4" 3' - 0" 5' - 6" 2C Double-Hung 8' - 0" 9' - 8" 3' - 0" 5' - 6" 3Cb Double-Hung 9' - 0" 9' - 8" 3' - 0" 5' - 6" 3D Double-Hung 8' - 0" 4' - 6" 5' - 6"E Casement 8' - 0" 3' - 0" 4' - 6"F Fixed Picture 8' - 0" 5' - 0" 5' - 6"G Fixed 9' - 0" 3' - 0" 3' - 0" Faux fixed windowNPROJECT NORTH*REVISED 8/18/2023*