HomeMy WebLinkAbout2023-06-07 Oxoboxo Site and FMC Set ONLY For Land Use Office&'6HW
&'6HW 6
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-3.0
LAYOUT PLAN (NORTH)
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MATCHLINE - SEE SHEET C-3.1
RESUBMISSION DATE: 03/31/2020
CONC
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-3.1
MATERIALS PLAN (NORTH)
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW“”
MATCHLINE - SEE SHEET C-3.2
RESUBMISSION DATE: 03/31/2020
CPCO6564
CL&P6255
CL&P6256
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HELTCO6565
Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-3.2
MATERIALS PLAN (SOUTH)
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MATCHLINE - SEE SHEET C-3.1
RESUBMISSION DATE: 03/31/2020
27292724BENCHMARK
TOP FRAME SMH
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CHORD=S85°25'36"E 157.07'
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Δ=9°23'15" R=570.12'L=93.41' T=46.81'
CHORD=S85°33'12"E 93.31'
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INV=50.42(IN)INV=50.22(OUT)
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20
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FFL=42.48
FFL=42.91
FFL=42.39
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BUILDING CHIMNEY
FFL=27.43 PAV.
SHED
DECK
STEPS
FFL=29.95
GAR. FL=20.69
OIL TANKS
FFL=29.85
FFL=29.77
SHED
FFL=41.77
FFL=28.09
20
WALL
24
22
A/C
TRANS
WAPPROX. LOC. 6" W.M.
80
81 82
83
84 85
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76
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3636
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243636
36343232
3
0
3
0
3030
28
28
28
282828
28
28
2828287068 6672PARCEL A - 857 S.F. EASE.
TO BE GRANTED TO
THE TOWN OF MONTVILLEFENCEWELL TANK
PAVILION
K
F
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HG
C
A
B
D
E
L
Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-4.0
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MATCHLINE - SEE SHEET C-4.1
“
”
“”
“”
MAP 074, BLOCK 038
RESUBMISSION DATE: 03/31/2020
GRADING PLAN
BENCHMARK
TOP FRAME SMH
ELEV=23.66R
O
A
D
17
3
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186.50'
N 89°12'55" W 209.75'S 05°47'05" WS00°23'55"E80.25'CPCO6564
CL&P6255
CL&P6256
SI
G
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SMHTF=63.76
SMHTF=50.77
SMHTF=47.34
SMHTF=28.81
SMHTF=23.66
SMHTF=54.06
SMHTF=38.88
SI
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CL&P6304
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343232
Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-4.1
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MATCHLINE - SEE SHEET C-4.0
MAP 074, BLOCK 038
RESUBMISSION DATE: 03/31/2020
GRADING PLAN
CONC
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13
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-4.2
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
RESUBMISSION DATE: 03/31/2020
GRADING PLAN
ENLARGEMENT
CONC
CONC
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-5.0
UTILITY PLAN
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
“”
·
·
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
August 9, 2019
C-5.1
UTILITY PLAN
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
UTILITY PLAN ENLARGEMENT AT BUILDING C, D, E, AND F
CONC
CONC
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12793
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6568
BUILDING
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FFL=42.48
FFL=42.91
FFL=42.39
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FFL=27.43 PAV.
SHED
DECK
STEPS
FFL=29.95
GAR. FL=20.69
OIL TANKS
FFL=29.85
FFL=29.77
SHED
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FFL=28.09
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A/C
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Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
APRIL 2023
C-5.2
RELOCATION OF
GROUNDWATER PUMP &
TREATMENT SYSTEM
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
“”
CONC
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24
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FFL=42.39
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FFL=28.0942 40
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LP
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
MARCH 24, 2020
CSK-08A
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
SUBMISSION
3/24/2020
BUILDING G/F ALLEY UPDATE
N41°10'06"E153.65'N28°54'26"E
50.00'
S61°05'34"E
23.00'(TOTAL)52
5456586062
64
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.
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52.70'N 63°
0
3
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1
2
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E
Δ=12°53'00" R=700.00'
L=157.40' T=79.03'
CHORD=S85°25'36"E 157.07'
DAVID M. &
COREEN J.
CONNOLYCRESC
E
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L=157.40' T=79.03'
CHORD=S85°25'36"E 157.07'
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=17°27'27"
R=240.00'
L=73.13'706872Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
APRIL 13, 2020
CSK-11
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
SUBMISSION
4/13/2020
NORTHWEST DRIVEWAY ENTRANCE UPDATE
NORTHWEST DRIVEWAY ENTRANCE MONTVILLE FIRE
TURNING MOVEMENT
27CONC
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N89°45'10"E
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L=93.41' T=46.81'
CHORD=S85°33'12"E 93.31'
N10°30'27"E8.50'
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338.50'
N85°52'27"E
130.90'77.00'S 13°29'02" W94.50'S 04°06'58" E10.6441 AC.
COREEN J.
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
MARCH 24, 2020
CSK-12
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
PROJECT ROOF LEADER LOCATIONS
CONC
70 72
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2828
Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
MARCH 20, 2020
CSK-13 R1
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
R1 SUBMISSION
4/20/2020
BUILDING B WEST LANDSCAPE STAIR UPDATE
CONC
46
CO
N
C
BUILDIN
G
FFL=42.48
FFL=42.39
STEPS
42Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
APRIL 20, 2020
CSK-14 R1
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
R1 SUBMISSION
4/20/2020
BUILDING B,D RETAINING WALLS UPDATE
GASMTR.
BUILDIN
G
BUILDIN
G
BUILDIN
G CHIMNEY
OIL TANKS
SHED
FFL=41.77
FFL=28.09
40
GEN.
LP
Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
MAY 19, 2020
CSK-15 R2
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
SUBMISSION
5/19/2020
G,F ALLEY RAMP AND CHILLER AREA UPDATE
LP TANKS
22
24
RAMP
OHW POLEPOLE
BUILDING
BUILDING
FFL=29.95
GAR. FL=20.69
20
24
22 80
82
83
42"POP
24
PAVILION
Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
MAY 12, 2020
CSK-16
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
SUBMISSION
5/19/2020
BUILDING M RAMP UPDATES
19
S21°43'55"E177.50'PINKROWBRIDGESMHTF=23.52
SWALE16
22
2
4
26
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INV=11.84(IN S)INV=11.52(OUT NE)30" SAN36" SANGGG16"16" G.M.
POLE
188182
83
84 85
42"POP
Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
MAY 12, 2020
CSK-17
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
DRAFT
SUBMISSION
5/19/2020
BUILDING J ENDWALL & SWALE ENLARGEMENT
PINKROWBRIDGESWALESIGN
SIGNFEN.POST
K
F
J
M
HG
C
A
B
D
E
L
NO
EXIT Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
FEBRUARY 18, 2021
CSK-18
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
SUBMISSION
2/18/2021
MATCHLINE - SEE SHEET C-7.1
“”
CO
N
C
CONC
BUILDIN
G
FFL=41.7742 GEN.
Glastonbury, Connecticut 06033
860 652 8227
655 Winding Brook Drive
IN
UNCASVILLE
APRIL 13, 2020
CSK-19
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
MAP 074, BLOCK 038
SUBMISSION
03/09/2021
BUILDING C PAD DIMENSIONS
ACCESSIBLE RAMP DETAIL
ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWNTSCOVER-1, R1DakotaPartners, Inc.OXOBOXOLOFTSSO12/10/202016-063No.DescriptionDate1FMC SOW/CONST12/10/20SOFMC SCOPE OFWORK FORCONSTRUCTION2FMC SOW/CONST03/09/21
OVER FLOWCHANNELOXOBOXOBROOKDEPOTROADPINK ROWBRIDGESTONE WALLSTONE RET. WALLSTONE RET. WALLSTONERET.WALLCONC. RET. WALLSTONERET.WALLSTONE RET. WALLWALLAPPROX. LIMIT OF FLOODWAYCHIMNEYWALLROUTE 32
APPROX. LIMIT OF FLOODWAYScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWNTSCOVER-2DakotaPartners, Inc.OXOBOXOLOFTSSO03/09/202016-063No.DescriptionDate1DEEP FMC03/09/20SOSITE PLAN &DRAWINGLIST2DEEP FMC, REV.06/30/203DEEP FMC, REV.09/29/204FOR CONSTRUCT'N12/10/20
CONC
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W/DRILL HOLE
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BUILDING
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FFL=42.48
FFL=42.91
FFL=42.39
BUILDING
BUILDING CHIMNEY
FFL=27.43 PAV.
SHED
DECK
STEPS
FFL=29.95
GAR. FL=20.69
OIL TANKS
FFL=29.85
FFL=29.77
SHED
FFL=41.77
FFL=28.09
WALL
WAPPROX. LOC. 6" W.M.
W WWWELL
UTW
W WV
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STEPS
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Glastonbury, Connecticut 06033
860 652 8227
300 Winding Brook Drive
IN
UNCASVILLE
OCTOBER 12, 2018
C-5.0
UTILITY PLAN
OXOBOXO LOFTS
CONNECTICUT
42 PINK ROW
“”
·
·
·
·
·
HJDDDWWWABDECFGHJKLMNORTHSITE KEY PLANDRY EGRESSPOINT OFDRY EGRESSYOU AREHERE 3/32" = 1'-0"9/6/2016 9:22:16 AM
LS1.7BUILDINGSG, H,J,K & MDRY EGRESSPLANDakotaPartners, Inc.OXOBOXOLOFTS16-063No.DescriptionDateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT58 Essex StreetDeep River, CT 06417(860) 532-0312Aztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/16" = 1'-0"1BUILDINGS G, H, J, K & M - DRY EGRESS PLANSOSONov. 1, 2016PERMIT SET2/26/20193DEEP FMC7/29/20198 N.T.S.2DRY EGRESS WAYFINDING SIGNDEEP FMC09/29/2020
BLDGS K & M - NEW LEVEL 130' - 5"BLDGS K & M - EXIST LEVEL 129' - 8"BLDGS K & M EXIST BASEMENT22' - 5"BLDG H EXIST LOWER CRAWL SPACE22' - 5"OXOBOXO BROOKBLDG K EXIST CRAWLSPACE BEYOND26' - 5"OPENINGBETWEENBLDGS K & MBASEMENTSBLDG KBLDG MFLOOD VENTS INBLDG K BASEMENTFLOOD VENTS IN BLDG HLOWER CRAWL SPACEFLOOD VENT IN BLDG HUPPER CRAWL SPACEBLDG H EXIST LEVEL 1 &NEW UPPER CRAWL SPACE26' - 10 3/8"BLDG H NEW LEVEL 130' - 5"OPENING TOBLDG K CRAWL SPACEBLDG HLEVEL 1 EXIST29' - 7 7/8"BASEM'T22' - 5"LEVEL 1 NEW30' - 5"OPENINGTO BLDG KBASEMENTGRADE24' - 0"GRADE26' - 0"OPENINGTOBLDG KOPENINGTO J/MCONNECTORFLOOD VENTFLOOD VENTFLOOD VENTLEVEL 1 EXIST29' - 7 7/8"BASEM'T22' - 5"LEVEL 1 NEW30' - 5"LEVEL 1 EXIST26' - 5 3/8"LEVEL 1 NEW30' - 5"GRADE BEYOND24' - 0"GRADE BEYOND28' - 0"FLOOD VENTFLOOD VENTLEVEL 1 EXIST26' - 5 3/8"LEVEL 1 NEW30' - 5"LEVEL 1 EXIST26' - 5 3/8"LEVEL 1 NEW30' - 5"GRADE BEYOND24' - 0"GRADE BEYOND16' - 0"FLOOD VENTFLOOD VENTFLOOD VENTFLOOD VENTLEVEL 1 EXIST26' - 5 3/8"LEVEL 1 NEW30' - 5"OPENINGTO J/MCONNECTORScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW 1/8" = 1'-0"LS1.8BUILDINGSG, H, J, K, MSECTIONSDakotaPartners, Inc.OXOBOXOLOFTSSO07/29/201916-063 1/8" = 1'-0"LS1.81BLDG G - LONGITUDINAL SECTION LOOKING SOUTHNo.DescriptionDate8DEEP FMC/SHPO08/05/19 1/8" = 1'-0"BLDGS H, K & M - SECTION LOOKING EAST (TRANSVERSE SECTION THRU M; LONGITUDINAL SECTIONS THRU H & K) 1/8" = 1'-0"BLDG M - LONGITUDINAL SECTION LOOKING NORTH 1/8" = 1'-0"BLDG J - LONGITUDINAL SECTION LOOKING SOUTHSOLS1.82LS1.83LS1.84DEEP FMC09/29/20
OXOBOXO BROOKNEW MASONRY WALLS BETWEEN MASONRY PIERS TO REPLACE WOOD FRAMED WALLS.EXISTING OPENING TO BUILDING M BASEMENT.FLOOD VENTS6W X 3H,TYP.EL: 23'-0"TO B.O. VENTFLOOD VENT 5W X 1 HEL:26'-11"TO B.O. VENT ASK-005R42BUILDING K 2,679 S.F.BLDG KEXISTING DIRT FLOOR CRAWL SPACEFLOOD WATER DRAINAGEBUILDING M 11,526 S.F.TOTAL = 14,205 S.F.EXISTING BASEMENT WILL BE USED FOR STORAGE FOR NON-HAZARDOUS, NON-ESSENTIAL ITEMS OF LOW VALUE AS ALLOWED BY FEMA TECHNICAL BULLETIN 1.DEMOLISH EXISTING CONCRETE CURBSOUTH BANKF.F.E. : 22'-5"F.F.E. : 26'-5"F.F.E. : 22'-5"FLOOD VENT 5W X 1 HEL:26'-11"TO B.O. VENT FLOOD VENT 5W X 1 HEL:26'-11"TO B.O. VENT OPENING TO BLDG K BASEMENT EL: 26'-5" TO B.O. OPENINGCRAWL SPACE: 679 S.F.3,600 S.F. x 4 = 14,400 S.F. WHICH IS GREATER THAN 14,205 S.F. SO (4) VENTS ARE NEEDED WITH THE ADDITION OF BLDG K CRWAL SPACE TO THE CALCULATION.OPENING TO BLDG M BASEMENT EL: 26'-5" TO B.O. OPENINGASK-005R44ASK-005R4543BLDG K - LEVEL 1 NEW30' - 5"FLOOD VENT 5W X 1HPAINTED WOOD ABOVEGRADENORTH ELEVATION AT BRIDGE BEYONDMETAL FRAMED WOOD FLOOR26'-8"BLDG K BASEMENT22'-5"B.O. FLOOD VENT26'-11"BLDG K - LEVEL 1 NEW30' - 5"26'-8"22'-5"GRADEBLDG K BASEMENTPAINTED WOOD ABOVEFLOOD VENT 5W X 1HMETAL FRAMED WOOD FLOORB.O. FLOOD VENT26'-11"BLDG K - LEVEL 1 NEW30' - 5"FLOOD VENT 6W X 3H, TYP.OXOBOXO BROOK BELOWB.O. FLOOD VENT23'-00"METAL FRAMED WOOD FLOORBLDG K BASEMENT22' - 5"CONCRETE SLABDateDrawn byScaleREF:As indicated9/23/2020 3:04:04 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK-005 R43/9/20 REV. 7/10/20,9/9/20,9/29/20FLOOD VENT BUILDING KTGBUILDING K1/8" = 1'-0"ASK-005 R41.3/32" = 1'-0"ASK-005 R42..BLDG K SEC/ELEV. LOOKING SOUTH UNDER BRIDGEBLDG K -BASEMENT FLOOR PLANBLDG. K PARTIAL WEST ELEVATIONABDECFGHJKLMNORTHSITE KEY PLAN3/32" = 1'-0"ASK-005 R44....3/32" = 1'-0"ASK-005 R45...BLDG. K PARTIAL EAST ELEVATION43
FLOOD VENTS 5W X 2 H EL: 27'-0"TO B.O. VENTASK-006R33ASK-006R32FLOOD VENT 5W X 2 H EL : 27'-0"TO B.O. VENTBUILDING G 5800 S.F.(1) 5W X 2H VENT COVERS 2000 S.F. PER ATTACHED CHART , SO 3 VENTS ARE NEEDEDK-A4.15F.F.E. : 26'-5 3/8"26'-5 3/8" IS TO TOP OF THREE LAYERS OF 3/4" EXISTING WOOD FLOORING OVER CONCRETE SLAB. 26'-3 1/8" IS TOP OF CONCRETE SLABBLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G ROOF TRUSS44' - 5 7/8"BLDG G - LEVEL 1 NEW30' - 5"GRADE28'-0"24'-0"GRADEMETAL FRAMED WOOD FLOORWOOD FLOORING OVER CONCRETE SLABB.O. FLOOD VENT27'-00"B.O. FLOOD VENT27'-00"BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"GRADE28'-0"FLOOD VENT 5W X 2HMETAL FRAMED WOOD FLOORWOOD FLORING OVER CONCRETE SLABB.O. FLOOD VENT28'-6"DateDrawn byScaleREF:3/32" = 1'-0"9/23/2020 3:33:40 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK-006 R33/9/20 REV. 9/9/20,9/29/20FLOOD VENT BUILDING GTGBLDG G3/32" = 1'-0"ASK-006 R31BLDG G - CRAWL SPACE FLOOR PLANABDECFGHJKLMNORTHSITE KEY PLAN3/32" = 1'-0"ASK-006 R32SOUTH ELEVATION BUILDING G3/32" = 1'-0"ASK-006 R33WEST ELEVATION BLDG G26'-5 3/8" IS TOP OF THREE LAYERS OF 3/4" EXISTING WOOD FLOORING TOP OF CONCRETE SLAB IS 26'-3 1/8"
BUILDING J 9000 S.F.
ASK-007
R1
2
ASK-007
R13
FLOOD VENTS
5W X 2 H
EL: 27'-0"
TO B.O. VENT
FLOOD VENT
5W X 2 H
EL: 27'-0"
TO B.O. VENT
(1) 5W X 2H VENT COVERS 2000
S.F. PER ATTACHED CHART
SO (5) VENTS ARE NEEDED
F.F.E. : 26'-5 3/8"
FLOOD VENTS
5W X 2 H
EL: 27'-0"
TO B.O. VENT
BLDG J LEVEL 1 EXIST
26' - 5 3/8"
BLDG HJ LEVEL 1 NEW
30' - 5"
GRADE
24'-0"
OXOBOXO BROOK BELOW
METAL FRAMED WOOD FLOOR
CONCRETE SLAB
B.O. FLOOD VENT
27'-00"
B.O. FLOOD VENT
27'-00"
B.O. FLOOD VENT
27'-00"
BLDG J LEVEL 1 EXIST
26' - 5 3/8"
BLDG HJ LEVEL 1 NEW
30' - 5"
GRADE
16'-0"
28'-0"
GRADEMETAL FRAMED WOOD FLOOR
CONCRETE SLAB B.O. FLOOD VENT
27'-0"DateDrawn byScaleREF:1/16" = 1'-0"3/9/2020 4:21:25 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK-007 R13/9/20FLOOD VENT BUILDING JTGBLDG J1/16" = 1'-0"ASK-007 R1
1 BLDG J - CRAWL SPACE FLOOR PLAN
1/16" = 1'-0"ASK-007 R1
2 BLDG J SOUTH ELEVATION
1/16" = 1'-0"ASK-007 R1
3 BLDG J EAST ELEVATION
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
BUILDING H 2900 S.F.
FLOOD VENTS
5W X 1 H
IN LOWER
CRAWL SPACE
EL: 23'-0"
ASK-008
R1
3
ASK-008
R12
(1) 5W X 1H VENT COVERS 1000 SF PER
ATTACHED CHART, SO 3 VENTS ARE NEEDED
EXISTING
CRAWL SPACE
OXOBOXO BROOK
NORTH BANK
F.F.E. : 26'-10 3/8"
UPPER CRAWL SPACE
F.F.E. : 22' - 5"
FLOOD VENTS
5W X 1 H
IN UPPER
CRAWL SPACE
EL: 27'-4"
BLDG H LEVEL 1 EXIST
26' - 10 3/8"
BLDG HJ LEVEL 1 NEW
30' - 5"
EXISTING CRAWL SPACE
24'-0"
GRADE
EXISTING LOWER CRAWL SPACE BEYOND
VENTED ON SOUTH WALL ABOVE
OXOBOXO BROOK. SEE DRAWING BELOW.
METAL FRAMED WOOD FLOOR
CONCRETE SLAB
RAT SLAB22'-5"
27'-4"
B.O. FOOD VENT
BLDG H LEVEL 1 EXIST
26' - 10 3/8"
BLDG HJ LEVEL 1 NEW
30' - 5"
EXISTING LOWER CRAWL SPACE
OXOBOXO BROOK BELOW
CONCRETE SLAB
METAL FRAME WOOD FLOOR
RAT SLAB22' - 5"B.O. FLOOD VENT
23' - 0"DateDrawn byScaleREF:3/32" = 1'-0"3/9/2020 4:22:51 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK-008 R13/9/20FLOOD VENT BUILDING HTGBLDG H3/32" = 1'-0"ASK-008 R1
1 BLDG H- CRAWL SPACE FLOOR PLAN
3/32" = 1'-0"ASK-008 R1
2 BLDG H EAST ELEVATION
3/32" = 1'-0"ASK-008 R1
3 BLDG H SECTION LOOKING NORTH
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
BUILDING M 11526 S.F.ASK-009R32ASK-009R3FLOOD VENTS 5W X 3 H EL: 26'-11"TO B.O. VENT3REMOVE EXISTING EQUIPMENT NEW SLAB INFILL TO MATCH LEVEL OF EXISTING BASEMENT SLAB(1) 5W X 3H COVER 3000 SF PER ATTACHED CHART, SO (4) VENTS ARE NEEDEDFLOOD WATER DRAINAGEEXISTING BASEMENT WILL BE USED FOR STORAGE FOR NON-HAZARDOUS, NON-ESSENTIAL ITEMS OF LOW VALUE AS ALLOWED BY FEMA TECHNICAL BULLETIN 1.F.F.E. : 22'-5"F.F.E. : 22'-5"BLDG K BASEMENTBLDG K EXISTING DIRT FLOOR CRAWL SPACEF.F.E. : 26'-5"OPEN CONNECTION BETWEN BLDG K AND M BASEMENTSFLOOD VENT 5W X 1 H EL: 26'-11"TO B.O. VENTFLOOD VENT 5W X 3 H EL: 26'-11"TO B.O. VENTFLOOD VENT 5W X 1 H EL: 26'-11"TO B.O. VENTOPENING TO BLDG K CRAWL SPACE EL: 26'-5" TO B.O. OPENINGFLOOD VENT IN DOOR 3W X 1H EL:23'-2" TO B.O. VENTFLOOD VENT IN DOOR 3W X 1H EL:23'-2" TO B.O. VENTFLOOD VENT 5W X 1 H TO B.O. VENT EL: 26'-11"FLOOD VENT 5W X 1 H TO B.O. VENT EL: 26'-11"FLOOD VENT 5W X 3HGRADEGRADEBLDG K24'-0"26'- 0"BLDG K CRAWL SPACEBLDG K BASEMENT FLOOD VENTS 5W X 3H22'- 5"30'- 5"BLDG M -LEVEL 1BLDG K AND M -LEVEL BMETAL FRAMED WOOD FLOORCONCRETE SLABB.D. FLOOD VENTEL : 26'-11"EL : 26'-11"B.D. FLOOD VENTFLOOD VENT IN DOOR 3W X 1H EL:23'-2" TO B.O. VENT GRADE26'-0"BLDG M - LEVEL 1 NEW30'-5"BLDG M - LEVEL B22'-5"METAL FRAMED WOOD FLOORCONCRETE SLABB.O. FLOOD VENTEL : 26'-11"FLOOD VENT 5W X 1HFLOOD VENT 5W X 1 H TO B.O. VENT EL: 26'-11"FLOOD VENT 5W X 1 H TO B.O. VENT EL: 26'-11"PAINTED WOOD ABOVEPAINTED WOOD ABOVEDateDrawn byScaleREF:1/16" = 1'-0"9/24/2020 3:10:48 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK-009 R3.FLOOD VENT BUILDING MTGBLDG M1/16" = 1'-0"ASK-009 R31BLDG M BASEMENT FLOOR PLAN1/16" = 1'-0"ASK-009 R32BLDG M NORTH ELEVATION & BLDG K SECTION1/16" = 1'-0"ASK-009 R33BLDG M SOUTH ELEVATION3/9/20 REV. 9/9/20, 9/29/20
BUILDING L
877 S.F.
ASK-012
R12
ASK-012
R1 3
(1) 3W X 1H VENT COVERS 600
S.F. PER ATTACHED CHART
SO (2) VENTS ARE NEEDED
F.F.E. : 26'-0"
FLOOD VENTS
3W X 1 H
EL:26'-11"
TO B.O. VENT
FLOOD VENT 3W X 1H
PAINTED P.T. WOOD
PANEL ABOVE PAINTED P.T.
WOOD PANEL
26'-0"
GRADE AND CRAWL SPACE BEYOND
EXISTING WOOD FRAMED FLOOR 29'-7 7/8"
BLDG L-LEVEL 1
DIRT FLOOR
B.O. FLOOD VENT
26'-11"
FLOOD VENT 3W X 1 H
PAINTED P.T. WOOD
PANEL ABOVE
26'-0"
GRADE AND CRAWL SPACE BEYOND
EXISTING WOOD FRAMED FLOOR 29'-7 7/8"
BLDG L-LEVEL 1
B.O. FLOOD VENT
26'-11"
DIRT FLOOR DateDrawn byScaleREF:1/8" = 1'-0"3/9/2020 4:25:57 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK-012 R13/9/20FLOOR VENT BUILDING LAuthor1/8" = 1'-0"ASK-012 R1
1 BLDG L- CRAWL SPACE FLOOR PLAN
A
B
D E
C F
G H
J
K
L M
NORTH
SITE KEY PLAN
1/8" = 1'-0"ASK-012 R1
2 BLDG L EAST ELEVATION
1/8" = 1'-0"ASK-012 R1
3 BLDG L WEST ELEVATION
NOTE: BUILDING L WILL BE USED FOR STORAGE OF
NON-HAZARDOUS, NON-ESSENTIAL ITEMS OF LOW
VALUE AS ALLOWED BY FEMA TECHNICAL BULLETIN 1.
BLDG M - LEVEL B22' - 5"BLDG M - LEVEL 1 NEW30' - 5"GRADE25'-11"3' - 6"NEW PAINTED TUBE STEEL SUPPORTS ON CONCRETE FOOTINGS.NEW PAINTED METAL GUARD RAILING AND BALUSTRADE. PAINTED METAL RAMP STRINGER.PAINTED WOOD ABOVEFLOOD VENT 5W X 3HBLDG M - LEVEL B22' - 5"BLDG K - LEVEL 1 NEW30' - 5"BLDG M - LEVEL 1 NEW30' - 5"GRADE27'-0"NEW PAINTED TUBE STEEL SUPPORTS ON CONCRETE FOOTINGS.NEW PAINTED METAL GUARD RAILING AND BALUSTRADE. NEW RAMP (CONCRETE SLAB ON DECK).FLOOD VENTS IN MANSONRY WALL 5W X 1H EL: 26'-11" TO B.O. VENTSBLDG M - LEVEL B22' - 5"BLDG M - LEVEL 1 NEW30' - 5"GRADE25'-11"NEW PAINTED TUBE STEEL SUPPORTS ON CONCRETE FOOTINGS.NEW STOOP (CONCRETE SLAB ON DECK).NEW INTERCOM PANEL. SEE SECURITY DRAWINGS.NEW PAINTED METAL HAND RAILING. BOTH SIDES.NEW PAINTED METAL GUARD RAILING AND BALUSTRADE. NEW RAMP (CONCRETE SLAB ON DECK).3' - 6"PAINTED WOOD ABOVEFLOOD VENT 5W X 3HASK-128R13ASK-128R125' - 8"3' - 4"11' - 0"2"5' - 2"8' - 6"5' - 2"30' - 3"5' - 2"30' - 5"30' - 2"27' - 8"27' - 1"30' - 5"RAMP DOWNRAMP DOWNRAMPDOWN1' - 0"30'-0" MAX.LANDINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"ASK-128 R1BUILDING MENTRY WESTDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor.16-063No. Description Date10 Addendum 08 11/05/191/4" = 1'-0"ASK-128 R14BUILDING M PARTIAL NORTH ELEVATION AT STOOP1/4" = 1'-0"ASK-128 R13BUILDING M WEST ELEVATION AT RAMP1/4" = 1'-0"ASK-128 R12BUILDING M PARTIAL NORTH ELEVATION AT STOOP1/4" = 1'-0"ASK-128 R11BUILDING M PARTIAL PLAN AT WEST STOOPASK - 128 9/9/209/29/20ASK - 128 R105/20/20
ASK-129R12ASK-129R134ASK-129 R14ASK-129 R130' - 5"30' - 5"22' - 5"24' - 2"24' - 4"RAMP DOWNNEW AREAWAY AND RAMP.SEE CIVIL DRAWINGS.10' - 0"2"5' - 4"2"2' - 8"5' - 5"2' - 8"2"1' - 0"10 TREADS @ 12"11 RISERS @ 6 2/3"NEW PAINTED METAL STAIR.NEW STOOP (CONCRETE SLAB ON DECK) AND PAINTED METAL RAILING.NEW INTERCOM PANEL. SEE SECURITY DRAWINGS.BLDG M - LEVEL B22' - 5"BLDG M - LEVEL 1 NEW30' - 5"4ASK-129 R14ASK-129 R1NEW PAINTED TUBE STEEL SUPPORTS ON CONCRETE FOOTINGS.NEW STOOP (CONCRETE SLAB ON DECK).NEW INTERCOM PANEL. SEE SECURITY DRAWINGS.NEW PAINTED METAL RAILING3' - 6"FLOOD VENT IN DOOR 3W X 1H EL: 23'-2" TO B.O. VENTBLDG M - LEVEL B22' - 5"BLDG M - LEVEL 1 NEW30' - 5"4ASK-129 R14ASK-129 R1NEW PAINTED TUBE STEEL SUPPORTS ON CONCRETE FOOTINGS.NEW PAINTED METAL STAIRS.NEW PAINTED METAL HANDRAIL. BOTH SIDES.NEW PAINTED METAL RAILINGBLDG M - LEVEL B22' - 5"BLDG M - LEVEL 1 NEW30' - 5"NEW AREAWAY AND RAMP. SEE CIVIL DRAWINGS.NEW PAINTED METAL HAND RAILING.NEW PAINTED METAL GUARD RAIL AND BALUSTERS.NEW PAINTED METAL STAIR STRINGER.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"ASK-129 R1BUILDING MENTRY EASTDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor.16-063No. Description Date1/4" = 1'-0"ASK-129 R11BUILDING M PARTIAL PLAN AT EAST STOOP1/4" = 1'-0"ASK-129 R12BUILDING M PARTIAL EAST ELEVATION AT EAST STOOP1/4" = 1'-0"ASK-129 R13BUILDING M PARTIAL EAST ELEVATION AT EAST STOOP1/4" = 1'-0"ASK-129 R14BUILDING M SECTION AT EAST STOOPASK - 129ASK - 129 R19/9/209/29/2005/20/20
PT 6x6 x 2’−0" LONG. PROVIDE AT EXIST. BEAM LOCATIONS, EA SIDE OF EA. GIRDER/TRUSS TOP CHORD. FASTEN TO BEAM ABOVE W/ (14) 8" LONG SDS SCREWS. PROVIDE TWO ROWS. MAINTAIN 3" SPACING, 3" END DISTANCE AND 1" EDGE DISTANCE. EXIST. GIRDER/TRUSS TOP CHORDEXIST BEAMNOTE: BRACING WAS DESIGNED FOR LOADS CALCULATED BY PRESSURE APPLIED TO STRUCTURE BASED ON 500−YR FLOOD FLOWRATES PROVIDED IN A REPORT BY YANTIC RIVER CONSULTING, DATED 2/24/2020.NOTE: AT EXTERIOR TOP CHORDS, INSTALL PT BEAM ON ONE SIDE. FASTEN BEAM TO EXIST. BEAM ABOVE W/ SDS SCREWS AS SHOWN. FASTEN PT 6X6 TO TOP CHORD WITH (2) HGA10KTs (ONE ON EA SIDE).PILE − SEE PLANCMU/BRICK WALL. SEE PLAN FOR REINFORCING INFO.#4 DOWEL @ EACH VERT BAR. DRILL & GROUT INTO CONCRETE GRADE BEAM. EMBED 4". DEVELOP 24" INTO CMU WALL.SOG − SEE PLANPT4x4. , CONT. FASTEN TO EX. FLOOR ABOVE W/ 4 1/2" SDS SCREWS @ 4’−0" o/c.(5) #6 T&B. PROVIDE STD. HOOK @ ENDS#4 @ 9" OR 18" ocSEE 1/S3.0 FOR STIRRUP LAYOUTREINFORCED CONCRETE GRADE BEAM. SEE PLAN.2’ − 6"2’ − 0"REINFORCED CONCRETE PIER. PROVIDE (8) #8 VERT BARS AND #3 TIES @ 16" OC. DOWEL VERT BARS INTO GRADE BEAM.#4 @ 48" O/C VERT BAR#4 CONT @ TOWAPPROX. STREAM BED LOCATION EX. MASONRY PIEREX. RUBBLE WALLEX. SOGSELF−CONSOLIDATING GROUT − SEE NOTE 1.2.5" MIN.NOTES:1. SELF−CONSOLIDATING GROUT (SCG) SHOULD MEET THE REQUIREMENTS OF ASTM C 476. SCG TO HAVE A MIN. COMPRESSIVE 28−DAY STRENGTH OF 3,000 PSI. SCG TO HAVE A MAX. AGGREGATE SIZE OF 3/8".REQUIRED TESTING FOR SCG:* SLUMP FLOW PER ASTM C 1611: SLUMP FLOW TO BE BETWEEN 24" AND 30".* T50 PER ASTM C 1611: T50 TO BE BETWEEN 2 AND 5 SECONDS.* VSI PER ASTM C 1611: VSI TO BE LESS THAN OR EQUAL TO 1.0.*COMPRESSIVE STRENGTH SAMPLING AND TESTING PER ASTM C 1019APPROX STREAM BED LOCATIONL3x3x5/16, GALV(2) ANVIL U−BOLTS (FIG 120 OR EQUAL), 1 EA SIDE OF INVERTED KING POSTEX. TRUSS TOP CHORDPT. 6X6. SPAN TOP CHORD TO TOP CHORD. FIT TIGHT TO UNDERSIDE OF EX. DECK. SUPPORT ON BLOCKS/SHIMS ON TOP CHORD. FASTEN TO DECK W/ (10) 8" SDS SCREWS EVENLY SPACED OVER LENGTH OF BEAM.PT 6X6 POST, SHIM.EX. DECKINGSHEATHING/SLEEPERS − SEE PLANEX. CAST−IRON INVERTED KING POSTEX. THREADED ROD3/8" PLATE, GALV5"x3/8" GALV PLATE. FASTEN TO PT6X6 W/ (6) SDS SCREWS. MAINTAIN 1.5" EDGE DISTANCE TO EDGE OF WOOD. HORIZONTAL SPACING=3", VERT SPACING=2.5". STAGGER.1/4"1/4"NOTE: BRACING WAS DESIGNED FOR LOADS CALCULATED BY PRESSURE APPLIED TO STRUCTURE BASED ON 500−YR FLOOD FLOWRATES PROVIDED IN A REPORT BY YANTIC RIVER CONSULTING, DATED 2/24/2020.CASING SPACERS SPACED @ 8" O.C. MAX.L6x4x1/2. FASTEN TO BEAM W/ (3) 3" SDS SCREWS. 3/4"ROD−VERTICAL& LATERAL CROSS BRACE (TYP)SWIVEL FITTING12" DIA 3/8" STEEL CASING PIPEPT. 6X6. SPAN TOP CHORD TO TOP CHORD. FIT TIGHT TO UNDERSIDE OF EX. DECK. SUPPORT ON BLOCKS/SHIMS ON TOP CHORD. FASTEN TO DECK W/ (10) 8" SDS SCREWS.L6X4X1/2 (L=1’−9"). FASTEN TO BEAM W/(6) 3" SDS SCREWS. MAINTAIN 1 1/2" EDGE DISTANCE TO EDGE OF TIMBER. SPACE @ 3" (MIN) O/C. ADJUSTABLE PIPE ROLL SYSTEM (ANVIL 177, 12)6" PVC PIPE W/ 2" INSULAT & HEAT TRACING (+/−10" OD)3/4"=1’−0"TYP PIPE CROSSING AT BUILDING KNOTE:1. 5 HANGERS FOR BUILDING K SPAN (EQ SPACING)2. ALL STRUCTURAL STEEL/CONNECTIONS TO BE HOT−DIP GALVANIZED.3. SDS SCREW LAYOUT: MAINTAIN 1 1/2" EDGE DISTNACE TO EDGE OF WOOD AND 3" SPACING. NOTE: BRACING WAS DESIGNED FOR LOADS CALCULATED BY PRESSURE APPLIED TO STRUCTURE BASED ON 500−YR FLOOD FLOWRATES PROVIDED IN A REPORT BY YANTIC RIVER CONSULTING, DATED 2/24/2020.REINFORCED GRADE BEAM − SEE PLANSTIRRUP SPACING=9"STIRRUP SPACING=9"STIRRUP SPACING=9"STIRRUP SPACING=9"STIRRUP SPACING=9"REINFORCED CONCRETE PIERPILESEE PLANNOTES: SPACE STIRRPS @ 1’−6"O/C, DECREASE SPACING TO 9" AT LOCATIONS SHOWN ABOVE.(TYP)6"NOTE:1. SPACE HANGERS AT 5’0"/C MAX.2. FOR PIPES RUNNING PARALLEL TO EXTERIOR WALLS AT FLOOD VENT LOCATIONS, PROVIDE (1) HANGER @ EA SIDE OF EA FLOOD VENT.NOTE: BRACING WAS DESIGNED FOR LOADS CALCULATED BY PRESSURE APPLIED TO STRUCTURE BASED ON 500−YR FLOOD FLOWRATES PROVIDED IN A REPORT BY YANTIC RIVER CONSULTING, DATED 2/24/2020.THREADED ROD HANGER. 1/2" DIA ROD: MAX LENGTH=24"3/4" DIA ROD: MAX LENGTH=40"PIPE − SEE MEP DWGSNEFCO RISER CLAMP(2) LATERAL BRACES @ EA HANGER: GRIPPLE HANGER, NO. 2 OR BETTER. WHERE IT IS NOT POSSIBLE TO INSTALL BRACE @ 45 DEGREES, INSTALL BRACE HORIZONTAL AND ANCHOR INTO WALL. FASTEN BRACE ENDS TO 3/8" EYE BOLT. EMBED BOLT 2.5" MIN. INTO WOOD DECKING. 3/4"=1’−0"TYP PIPE HANGERINSTALL SAMMYS THREADED ROD ANCHOR (BY ITW) INTO DECK ABOVE. FASTEN THREADED ROD TO ANCHOR. NOT SHOWN.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAs indicatedS3.0SECTIONS &DETAILSDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM7/30/202016-063No. Description Date12 DEEPSUBMISSION7/30/202013 Pile locations 10/2/20203/4" = 1'-0"S3.05SECTION3/4" = 1'-0"S3.02SECTION3/4" = 1'-0"S3.03SECTION3/4" = 1'-0"S3.04SECTION3/4" = 1'-0"S3.06SECTION1/2" = 1'-0"S3.01SECTION3/4" = 1'-0"S3.07SECTION1313131313
2S3.05S3.32S3.43S3.4NOTES:1. 3" SHOTCRETE OVER FULL HEIGHT OF EXISTING WALL. WRAP SHOTCRETE AROUND EACH CORNER AT EACH END OF WALL. SHOTCRETE TO EXTEND 2’−0" BEYOND EACH CORNER. REINFORCE WITH 6x6−W2.9xW2.9 WWF. CONCRETE TO HAVE A MINIMUM 28−DAY COMPRESSIVE STRENGTH OF 2500 psi.2. AT LOCATIONS OF DAMAGED SLAB, SAWCUT AND REMOVE EXISTING SLAB. POUR NEW CONCRETE SLAB INFILL. SEE "TYPICAL SLAB ON GRADE REPLACEMENT DETAIL" ON S2.1. COORDINATE LOCATIONS AND EXTENT OF REPLACEMENT IN FIELD.3. SAWCUT & REMOVE EXISTING CURB.4. NEW CONCRETE SLAB ON GRADE. SEE "TYPICAL SLAB ON GRADE REPLACEMENT DETAIL" ON S2.1.5. PILE. PILE TO BE DESIGNED TO SUPPORTED A SERVICE LOAD OF 25 KIPS. PILE TO BE CENTERED ON GRADE BEAM (+/−3") AND LOCATED ALONG GRADE BEAM, 1’ FROM FACE OF PROPOSED PIERS (+/−6"). IF PILE IS LOCATED BEYOND DIMENSIONAL TOLERANCES GIVEN, NOTIFY ENGINEER IMMEDIATELY.SEE NOTE 1SEE NOTE 3.SEE NOTE 2 (TYP).SEE NOTE 2 (TYP).SEE NOTE 4.30" WIDE GRADE BEAM. CENTERED UNDER NEW PIERS.NEW 24"X24" REINFORCED CONCRETE PIER CENTERED ON EX GIRDER @ EX, PIER LOCATION.PILE (TYP). SEE NOTE 5.1S3.0FORM AND FILL w/ SCG3S3.0(TYP)2’ − 0"SLEEPERS & SHEATHING − SEE PLANEX. DECKINGEX. TRUSS TOP CHORD (TYP)EX. TRUSS INVERTED KING POST (TYP)BRACE (TYP)PT MEMBER. SCREW TO EX. DECKING.S3.04APPROX LOCATION OF SEWER LINE. SEE 6/S3.0 FOR SUPPORT DETAIL.2S3.05S3.01K-S1.0NOTES:1. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.2. WOOD IN CONTACT WITH CONCRETE, STONE OR MASONRY TO BE PRESSURE TREATED.3. CMU WALLS SHALL BE 8" CMU, REINFORCED WITH #4 BARS VERTICAL AT ENDS, CORNERS, 4’oc, AND OPENINGS. PROVIDE #4 HORIZONTAL AT TOP OF WALL AND BOTTOM OF WALL. ALL CELLS CONTAINING REINFORCING TO BE FULLY GROUTED.4. AT BUILDINGS G, H, J, K, M: ALL PIPES TO BE SUPPORTED ADEQUATELY, PER CODE REQUIREMENTS (MIN). SUPPORTS TO BE SPACED AT A MAX OF 5’−0" O/C. PROVIDE VERTICAL AND LATERAL SUPPORT. SEE TYPICAL DETAIL 7/S3.0. TRUSS TOP CHORD (TYP OF 5)BEAM (TYP OF 3)4S3.0SECONDARY FRAMINGAPPROX SEWER LOCAITONSEWER HANGER (TYP OF 5)SEE 6/S3.0.INSTALL GROUT BAGS IN VOIDS AND PLACE STONE.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAs indicatedK-S1.0BUILDING KLOWER LEVELPLANDakotaPartners, Inc.OXOBOXOLOFTSDJMEAM7/30/202016-063No. Description Date12 DEEPSUBMISSION7/30/202013 Pile locations 10/2/20201/8" = 1'-0"K-S1.02BUILDING K LOWER LEVEL1/2" = 1'-0"K-S1.01BUILDING K - BRIDGE SECTION1/8" = 1'-0"K-S1.03BUILDING K - LEVEL ONE1/8" = 1'-0"K-S1.04BUILDING L/M BRIDGE1313131313
FLOWWATERBAG COFFERDAM - STAGE IREMOVE & STOREEXISTING BOULDERS1101INSTALL HELICAL PILESCONSTRUCTION ACCESSCONSTRUCTION ACCESSTHROUGH OPENING INEXISTING BUILDING1718BRIDGEWALLRET WL.RET.WALLWALLWALLWALL7677782424222020181818161618402622242030323422243028262824222624302838201822FLOWWATERBAG COFFERDAM - STAGE IIPLYWOOD FORM1101FILL VOID WITH SELF CONSOLIDATING GROUTCONSTRUCTION ACCESSCONSTRUCTION ACCESSTHROUGH OPENING INEXISTING BUILDING1718BRIDGEWALLRET WL.RET.WALLWALLWALLWALL767778242422202018181816161826222420222430282628242226243028201822SHEET NAMEDATEWH-1.0PROJECT NO.DESIGNEDNPSCALEDRAWNNPCHECKEDKPJULY 28, 20207220-011"=20'WATER HANDLING PLANUNCASVILLE, CONNECTICUTOXOBOXO LOFTS42 PINK ROWSHEET NO.DESCRIPTIONBYDATEREVISIONSKJG12/10/200'15'30'01/2"1"Copyright Milone & MacBroom, Inc - 202099 REALTY DRIVECHESHIRE, CT 06410203.271.1773WWW.MMINC.COMSWNECONSTRUCTION SEQUENCESTAGE I1.INSTALL SEDIMENT & EROSION CONTROLS.2.INSTALL COFFERDAM ON SOUTH SIDE OF BUILDING AS SHOWN.3.REMOVE & STORE EXISTING BOULDER RIPRAP IN FRONT OF WORK AREA.4.TEMPORARY SUPPORT BUILDING STRUCTURE UNDER EXISTING GIRDERS.5.REMOVE PORTION OF EXISTING FOUNDATION WALL AS REQUIRED.6.INSTALL HELICAL PILES.7.INSTALL GRADE BEAM AND WALL PER DETAIL SHOWN.8.REMOVE TEMPORARY BUILDING SUPPORT.9.RESTORE EXISTING BOULDER RIPRAP IN FRONT OF FOUNDATION WALL.STAGE II1.REMOVE AND RE-INSTALL COFFERDAM.2.REMOVE & STORE BOULDERS AS NECESSARY.3.INSTALL PLYWOOD FORM (MIN. 6" EMBEDMENT INTO EXISTING GRADE) ANDFASTEN TO EXISTING BOULDERS WITH HILTI ANCHORS.4.INJECT SELF CONSOLIDATING GROUT AND FILL VOIDS IN FOUNDATION WALL.5.ONCE THE GROUT HAS HARDENED, REMOVE PLYWOOD FORM.6.RESTORE BOULDERS & INSTALL ADDITIONAL RIPRAP AS SHOWN.7.REPOINT BUILDINGS K, M, & J.8.INSTALL WINDOWS.9.INSTALL ROOF, GUTTERS, & SOFFITS.10.INSTALL SEWER PIPE UNDER BUILDING K.11.REPAIR & PAINT WOOD, SOFFIT, ETC.12.REMOVE COFFERDAM.13.REMOVE SEDIMENT & EROSION CONTROL.BLDG KOXOBOXO BROOKWATER HANDLING SECTION(LOOKING EAST)SCALE: 14"=1'-0"WATERBAG COFFERDAM STAGE II(ADDITIONAL SANDBAGSAS NECESSARY)TOP OF COFFERDAM TO BESET TO 2-YR STORM ELEVATION -21.0'BLDG KOXOBOXO BROOKWATERBAG COFFERDAM STAGE I(ADDITIONAL SANDBAGS AS NECESSARY)TOP OF COFFERDAM TO BE SET TO 2-YRSTORM ELEVATION -21.0'STAGE ISTAGE II1101PLYWOOD FORMFILL VOID W/SELF CONSOLIDATINGGROUTREMOVE ANDSTORE BOULDERSINSTALL GRADE BEAM& HELICAL PILESPIN PLYWOOD FORMTO BOULDERSSTAGE ISTAGE II
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A portion of the work depicted herein has been
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contractor to understand existing conditions and
thereafter develop the remaining scope of work upon
which the bid shall be based.
Notice to Bidders:
A portion of the work depicted herein has been
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thereafter develop the remaining scope of work upon
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Notice to Bidders:
A portion of the work depicted herein has been
completed. Contractor to visit the site with the general
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thereafter develop the remaining scope of work upon
which the bid shall be based.
Notice to Bidders:
A portion of the work depicted herein has been
completed. Contractor to visit the site with the general
contractor to understand existing conditions and
thereafter develop the remaining scope of work upon
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Notice to Bidders:
A portion of the work depicted herein has been
completed. Contractor to visit the site with the general
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thereafter develop the remaining scope of work upon
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understand existing conditions and thereafter develop the remaining scope of work upon which the bid shall be based.
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A portion of the work depicted herein has been completed. Contractor to visit the site with the general contractor to
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BIT CONC.404142434445464748495051525354555657585960616263646566676869707172737475123456789101112131415161718OVER FLOWCHANNELBIT. CONC.BRIDGE SWALE
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PROPOSEDWORK AREABUILDING KPROJ. NO.7220-01SCALE1"=100'CHECKEDEAHDRAWNADSDESIGNED---DATEOCTOBER 2, 2020LOCATION PLANUNCASVILLE, CONNECTICUTOXOBOXO LOFTS42 PINK ROW1 OF 4DRAWING NAME:Copyright Milone & MacBroom, Inc - 2020SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773WWW.MMINC.COMNOW PART OFREVISED:12/1/202012/2/20202/19/2021
2,190 SFTEMPORARYDISTURBANCE2.5' H X 5' W AQUA DAMTOP ELEVATION = 21.0'CONSTRUCTION ACCESSTHOUGH OPENINGIN EXISTING BUILDING18BRIDGE
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WALL777827.1'112z1a2a3a4a5a6a7a8a9a10a11a106s107s108s109s111z110z2424222020181818161618222420222424222624201822BUILDING HAA'BB'INSTALL HELICAL PILESOXOBOXOBROOKFLOWEXISTING STORMWATER OUTLETORDINARY HIGHWATER LINE17.23,500 SFTEMPORARY DISTURBANCERIPRAP FOUNDATIONPROTECTION550 SF PERMANENTDISTURBANCE2.5' H X 5' W AQUA DAMTOP ELEVATION = 21.0'18BRIDGE
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CHANNELBOTTOMBUILDING J2.5'H X 5' WAQUA DAMRESTORED EMBANKMENT ALONGFOUNDATION WITH MOD, RIPRAPEXISTING GRADECHANNELBOTTOMBUILDING J2.5'H X 5' WAQUA DAMRESTORED EMBANKMENT ALONGFOUNDATION WITH MOD, RIPRAPEXISTING GRADECHANNELBOTTOMBUILDING J2.5'H X 5' WAQUA DAMEXISTING GRADECHANNELBOTTOMBUILDING J2.5'H X 5' WAQUA DAMEXISTING GRADEPROJ. NO.7220-01SCALE1"=10'CHECKEDEAHDRAWNADSDESIGNED---DATEOCTOBER 2, 2020SECTIONSUNCASVILLE, CONNECTICUTOXOBOXO LOFTS42 PINK ROW3 OF 4DRAWING NAME:Copyright Milone & MacBroom, Inc - 202099 REALTY DRIVECHESHIRE, CT 06410203.271.1773WWW.MMINC.COMNOW PART OFPROPOSED SECTION A-A'PROPOSED SECTION B-B'EXISTING SECTION A-A'EXISTING SECTION B-B'NOTE:REMOVE APPROXIMATELY 8-10 CY OFFILL UNDER DIRECTION OF THEENGINEER THAT WAS PREVIOUSLYPLACED FOR THE INSTALLATIONOF THE HELICAL PILESREVISED:12/1/202012/2/20202/19/2021
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PROJ. NO.7220-01SCALE1"=100'CHECKEDEAHDRAWNADSDESIGNED---DATEOCTOBER 2, 2020REVISED:12/1/2020PLANTING PLANUNCASVILLE, CONNECTICUTOXOBOXO LOFTS42 PINK ROW4 OF 4DRAWING NAME:Copyright Milone & MacBroom, Inc - 2020SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773WWW.MMINC.COMNOW PART OF12/2/2020PLANTING AREASEE PLANT LIST2/19/2021