HomeMy WebLinkAboutPermit Certificate of Occupancy CO-22-011xAugust 22, 2023as-built drawings attached
S
S
EX. K30.3
TRANSFORMER VAULT
ON CONC. PAD
EX. ELEC.
TRANSFORMER
EX. ELEC.
PANEL
EX. STONE
WALL
GMP
EASEMENT
PROPOSED 8' x 10' COMPOST
ENCLOSURE AND CONC. PAD
W/ BOLLARDS
PROPOSED 8' x 10'
COMPOST ENCLOSURE
AND CONC. PAD W/
BOLLARDS
MECH. EQUIP.
ON CONC. PAD (TYP.)
MECH. EQUIP.
(TYP.)
MECH. EQUIP.
(TYP.)
MECH. EQUIP.
ON CONC. PAD (TYP.)
7' TO 9' HIGH RETAINING
WALL WITH 42" SAFETY
FENCING. SEE SHEET
C4.2 FOR DETAIL
TRASH &
RECYCLING
ENCLOSURE
NEW 12 UNIT
CONDOMINIUM BUILDING
7' WIDE CONCRETE
SIDEWALK FOR ADA
ACCESS W/ BIKE RACKS
BIKE RACKS
(4 SPACES)
CONCRETE CURB
BUILDING LIGHTING (TYP.)
7' WIDE CONCRETE
SIDEWALK FOR ADA
ACCESS W/ BIKE RACKS
NEW 5' CONCRETE
SIDEWALK
AIR COMPRESSOR UNITS
(TYP.) ON CONCRETE PADS
VAN ACCESSIBLE SPACE
AND LOADING AREA
NEW 12 UNIT
CONDOMINIUM BUILDING
DEDICATED PAVEMENT
SURFACE FOR LARGE
VEHICLE ACCESS
LIMIT OF THICKENED
SIDEWALK TO
MATCH GRADE OF
EXISTING SIDEWALK
CONCRETE CURB
CONCRETE CURB
LIMIT OF THICKENED
SIDEWALK
EX. TOW=377.3
EX. BOW=372.1
W. FISHER LANE
FLANDERS LANEAIKEN ST.6" D.I.1ST FLOOR EL. 378.6GARAGE LEVEL EL. 367.6ADA
SIGN CONCRETE SIDEWALK1ST FLOOR EL. 381.0GARAGE LEVEL EL. 370.0T
R
37937937
9
380380378378378
377377377
37637637637537537537437437337337337237237237237137837
8
379
374PORTION TO BE
REMOVED
TO BE
RELOCATED
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALK
EX. CONCRETE SIDEWALKEX. RECREATION PATH4A
4B
55
5
4
1
2
5
5
4
5
1
5
5
GMP EASEMENT
GMP EASEMENTCOMMON AREA
20' SIDE YARD SETBACK
10' FRONT YARD SETBACK20' SIDE YARD SETBACK
20' SIDE YARD SETBACK
20' SIDE YARD S
E
T
B
A
C
K5' REAR YARD SETBACK5' REAR YARD SETBACK10' FRONT YARD SETBACKLONG TERM
BIKE STORAGE
(12 SPACES)
1 BIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEVISITORVISITORVISITORVISITORVISITORVISITOR
EX. PICKET
FENCE TO BE
PROTECTED
BIKE RACKS
(4 SPACES)
LONG TERM
BIKE STORAGE
(12 SPACES)VISITOR3623643663623663633653643683673693703713603
6
2
361MOUNTABLE CURB
MOUNTABLE CURB
PEDESTAL
ELEC.
PEDESTAL
2"-4" CONDUIT
AS BUILT CB
RIM=370.1
FACE OF WALLT.O.W.=379.4T.O.W.=378.1AS BUILT CB
RIM=367.3 AS BUILT CB
RIM=367.3
CONC.
CONC.
AS BUILT CB
RIM=368.2
CONC.EDGE OFPAVEMENTFACE OF CURBFA
CE OF CURBFACE O
F
C
U
R
B8x10 CONCRETE PAD
GRILLING / SITTING STATION
8x10 CONCRETE PAD
GRILLING / SITTING STATION
BUILDING
MTD HVAC
CONDENSERS
BUILDING
MTD HVAC
CONDENSERS
NOT INSTALLED
BIKE RACKS
NOT YET
INSTALLED
MAILBOXES
DSM
DSM
MAB
C2.0
03/16/2020
LOTS 4A & 4B
SITE
IMPROVEMENTS
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
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 BASED ON RECORDED PLAT ENTITLED " PHASE I SUBDIVISION
PLAT" PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. DATED JULY, 2004 REVISED 02-26-15.
MAP SLIDE 583.5. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS
ONE.
17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN
ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO
TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.
18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES
INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.
19.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.
20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR
RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND
INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL
PERMITTING REQUIREMENTS.
GENERAL NOTES
1" = 20'
10146
AIKEN STREET
SOUTH BURLINGTON, VT
SOUTH VILLAGE
COMMUNITIES, LLC.
LEGEND
UE
G
ST
S
W
EXISTING CONTOUR
EXISTING CURB
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING SWALE
EXISTING ELECTRIC
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING GUY WIRE/POLE
EXISTING SIGN
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
EDGE OF BRUSH/WOODS
APPROXIMATE SETBACK LINE
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
S
D
G
ST
S
W
UE
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED UNDERGROUND ELECTRIC
PROPOSED GAS
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED WATER
S PROPOSED SEWER MANHOLE
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
PROPOSED SIGN
PROPOSED YARD DRAIN
ZONING REQUIREMENTS:
CATEGORY ZONING EXISTING
LOT 4A
ZONING DISTRICT: SOUTHEAST QUADRANT - NEIGHBORHOOD RESIDENTIAL (SEQ-NR)
PARCEL
PROPOSED
LOT 4A
PRIMARY STRUCTURE
FRONT SETBACK
SIDE SETBACK
REAR SETBACK
BUILDING HEIGHT
10' (WAIVER)
20'
5' (WAIVER)
28'
40,000 S.F. 23,087 S.F.
N/A 10'±
30'±
24'±
47.1'±
23,087 S.F.
COVERAGE
BUILDING COVERAGE
TOTAL COVERAGE
15%
75% (WAIVER)
0%
0%
37%
72%
EXISTING
LOT 4B
PROPOSED
LOT 4B
22,651 S.F.
N/A 10'±
22'±
24'±
48'±
22,651 S.F.
0%
0%
37%
72%
BIKE PARKING
SHORT TERM
LONG TERM
1 PER 10 UNITS (4 MIN.)
1 PER UNIT
N/A 4
12
N/A 4
12
PARKING
RESIDENT
VISITOR
1.5 SPACE PER DU (18)
0.75 SPACE FOR EVERY
4 UNITS (3)
N/A 23
4
N/A 24
3
08/25/20 DSM REVISIONS PER CITY OF SOUTH
BURLINGTON
72.3%69.6%
AS BUILT
08/09/22 DSM AS BUILT
P:\AutoCADD Projects\2010\10146\dwg\10146-LOT 4A-4B-as built.dwg, 8/10/2022 3:47:55 PM, DWG To PDF.pc311/15/22 NDS (SDI)AS BUILT (ADD YARD INLET EAST OF 4A)
CONC.
TRENCH
08/08/23 NDS (SDI)UPDATE AS BUILT
BIKE RACKS(4 SPACES)
BIKE RACKS(4 SPACES)BIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEYARD DRAIN, ADDED
(16 SPACES)
(16 SPACES)
YARD DRAIN, ADDED
08/16/23 NDS (SDI)UPDATE AS BUILT (BIKE STORAGE)
STWWWWWWWWWWWWWWWWWWWG G G G G G G G G G G G G G GGGGG
STSTSTST ST ST ST STSTSTSTST ST ST ST STSTSTSTSTSTSTSTST SSSSSSSSSSSSSSSSSSSSSUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE TRS S
SSAxG(3)
PMR
GTIS
TMD(5)
RHR(5) TMD(3)AAB AAB
RA(4)
RD(8)
CM(3)
HSD(10)
++++++++++
+
TME(10)
ABG(180)
RCA(3)
MMC
PM (typ.)
MFJ
PB(5)
HS
AAR(3)
RBS(5)
ATG (2)
PxB (2)
PxS
RCA(3)
PG2
QR
QR
RHR(5)
RBS(5)
WT(200)
PM (typ.)
PM (typ.)
PM (typ.)
PM (typ.)
LOT 4A
12 UNITS
FFE= 378.6
AIKEN STREET
TON(17)
SNOW STORAGE
SNOW STORAGE
TMD(3)
SN(8)
MMC
MFJ
RER(2)
BOULDER (TYP.)
+++
+++++++
+
+
+
+
+
+
+
+
TMD (5)
SNOW
STORAGE
+
+
+
++++++++
+
+
PG1
AT AT AT
PMRAxG(1)
HS
+
TON(6)
TMD(3)
TMD(3)
CxA(6)
CxA(6)
TME(3)
revisions date revisions date
301 college street burlington vermont 05401 802 658 3555
landscape architects planning consultants
http://www.tjboyle.com north scale
date
sheet no:
Lot 4A Planting Plan
South Village L-10003/18/2020
1"=10'
T. J. Boyle Associates, LLC
team
mjb +++PROPOSED DECIDUOUS TREES
PROPOSED EVERGREEN TREES
PROPOSED MULTI-STEM AND FLOWERING TREES
PROPOSED DECIDUOUS SHRUBS
PROPOSED PERENNIAL AND HOSTA MIX
PROPOSED EVERGREEN SHRUBS
LANDSCAPING LEGEND
Submission 07/26/10
Revised 08/11/10
Revised Snow Storage and Plant List 08/13/10
PROPOSED BOULDERS
Revised per Engineering Base Plan Changes 09/02/10
Revised per City Comments 09/08/10
daeb
(js)
03/16/20Revised per Engineering Base Plan Changes
revisions date
Revised Per Staff Comments 05/15/20
SUBSTITUTE 2.5" LIBERTY (1)
SUBSTITUTE 2." HONEY CRISP (1)
Substitute 2 - 2" MALUS 'Fuji' for
1 - 2.5" MALUS domestica 'Liberty'
1 - 2.0" MALUS domestica 'Honeycrisp'
AS-BUILT 08/08/23
X
X
X
X
X
X
X
X
X
X
RETAINING WALL
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
(6)
X X
X
X X
X
X
X X
X X
X
X
X
X
AAB (1)
X
X
X
X
X
X