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PROPERTY & TOPOGRAPHIC SURVEY
HOUSING AUTHORITY OFTHE TOWN OF BROOKFIELD
BROOKFIELD, CONNECTICUT
V519/713
V533/357
V521/160
V83/174
V425/243
V510/137
AREA719,568±S.F.16.52±Ac.
SHED
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 8
BUILDING 9
UTILIT
Y
GARAGE
BUILD
.
OLD MOUNTAINROAD
QUARRY
LAUREL
HILL
ROAD
ROAD
BROOKS
QUARRY
ROAD
PREPARED FOR
BROOKS QUARRY ROAD
FF 248.5
FF 248.5
FF 245.5 U1 & U4
FF245.6 U2 & U3
FF 242.5
FF 241. 0
FF239.5 U1 & U4
FF 239.6 U2 & U3
FF 241.6
FF 242.5 U1 & U4
FF 242.6 U2 & U3
FF 245.1
247
237
245
245
235
235
255265
INV.231.43
INV.232.77
INV.234.09
INV.243.93
INV.244.77
INV.243.55
INV.243.17
INV.243.13
INV.242.85
INV.242.85
240
240
250
250
260
260
270
270
280
232
246
250
258
250
246
236
240
100101
102
103104
105
106
107
108
109
110
111
112
113
11411
5
116
117
118
119120121
122
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1819
20
21
22
23
24
25
2627
2829
WETLANDS
WETLANDS
80-350
405
1 OF 1
80350A2
1"=50'
10-31-08
18" RCP
18" RCP
15" RCP
15" CMP
24" CMP
18" CMP
N/FJOHN & RENEE
BENTO
N/FROBERT & SHIRLEY
DIGILIO
N/FABU S. & AKTHER
RASHEED
N/FKARL W. & MARTA B.
ROETZEL
N/FGAIL E. FANNING
JR.
N/FSTATE OF CONNECTICUT
240
240
250
250
260
260
270
270
280
280
238
CL&P319
GRAVEL
PAVED
PAVED WALK TYP.
UTILS
CONC.PAD
CONC.PAD
CONC.PAD
CONC.PAD
PAVED
WALK
WOODBRIDGE
GARDEN
PAVED WALK TYP.
CONC.PAD
CONC.PADCONC.
PAD
PLANTER
GAZEBO
UTILS
GARDEN
GARDENCONC.PAD
CONC.PAD
PAVED WALK
SPEEDBUMP
CONC.PAD
CONC.PAD
GARDEN
CONC.PAD
SIGN
FLAGPOLES
BRICKPATIO
CONC.PAD
PAVED WALK TYP.
UTILS
BUS STOPSHELTER
SPEED
BUMP
GAZEBO
GAZEBO
GARDEN
CONC.PAD
CONC.PAD
PAVED WALK
UTILS
STATE OF
CONNECT
ICUT NON-
ACCESS H
IGHWAY L
INE
NOTES:-BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY.-REFER TO TOWN CLERK MAP 17-9, 5-32, DEED V134/212 & V519/448 ON FILE IN BROOKFIELD LAND RECORDS.-REFER TO MAP ENTITLED `TOWN OF BROOKFIELD MAP SHOWING LANDACQUIRED FROM HOUSING AUTHORITY OF THE TOWN OF BROOKFIELD BYTHE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION U.S.ROUTE 7 BYPASS', DATED OCTOBER 2003. LLOYD A. PEARSON R.L.S.-ELEVATIONS ARE BASED ON CGS DATUM.-WETLANDS FLAGS 1-28 DELIEATED BY MARC B. BEROZ SOIL SCIENTISTWETLANDS FLAGS 100-125 DELINEATED BY ROY SHOOK JR. SOIL SCIEN-TIST.
70.4'
O/H68.5'
118.0'
O/H116.9'
91.1'O/H89.7'
C L
129.7'O/H129.7'
C L
O/H144.3'
145.8' C L
397.4'
402.8'
O/H401.9'
O/H395.9'
O/H232.6'
233.9'
O/H265.6'
265.7'
O/H255.1'
256.3'
O/H213.2'
215.2'
S10°21'28"E26.05'
S44°49'28"E10.90'
2"E67.37'
N40°
51'12"E
167.43'
S87°30'12"E
275.15'
S86°33'04"E
296.71'
S04°05'45"E151.93'
S02°30'52"E97.23'
S05°04'46"E
229.52'
S05°00'10"E 71.54'
S86°34'45"W
301.08'
S85°41'36"W
81.93'
S06°45'46"W
294.63'
S06°01'15"W
391.05'
121.90'
Ch=N14°
05'22"W
327.79'
N11°07'19
"W
N45°36'10"E23.07'
N53°30'04"E30.41'
S09°51'52"E9.03'
CL&P1645
CL&P1644
CL&P337
CL&P338
PLASTICCOVER
PLASTICCOVER
PLASTICCOVER
CONC.GEN. PAD
PLASTICCOVER
CONC.COVER
STANDPIPE
PLASTICCOVER
CV
PLASTICCOVER
CL&P320
WELL
D
S
S
S
S
S
S
W
S
S
S
xx
xx
xx
xx
x
xx
+W+W
+W
+W+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W+W
+W+W+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W
+W+W+W+
W
C
40 Old New Milford RoadBrookfield, CT 06804
(203)775-6207 (860)567-3179Litchfield, CT 06759
33 Village Green Drive
Sheet:
Acad No.:
File No.:
Proj. No.:
Scale:
Date:IVIC
OE
-
RI VN
NEM
N
LAT
R
NVRUS IYE
-
G
GNI
- L
GE
ENI
NE-
ALL RIGHTS RESERVED
COPYRIGHT
"I HEREBY DECLARE THAT TO MY KNOWLEDGE AND BELIEF, THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." THIS
SURVEY CONFORMS TO THE STANDARDS OF A CLASS A-2 SURVEY
AND WAS PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1
THROUGH 20-300b-20 OF THE REGULATIONS OF CONNECTICUT
STATE AGENCIES AND THE MINIMUM STANDARDS FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT AS ADOPTED BY
THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
ON SEPTEMBER 26, 1996.
RICHARD A. BUNNELL, R.L.S. CT LIC. #15562
NOT VALID WITHOUT EMBOSSED SEAL Scale
Project number
Date
Drawn by
Checked by
Wiles + Architects, LLC155 Brooklawn AvenueBridgeport, Ct 06604ph: 203.366.6003f: 203.384.1751www.wilesarch.com
ATTENTION:Do not scale these drawings. Under no circumstance should these drawings be scaled for lengths, areas, distances or for any other purposes to determine quantities. If dimensions are in question, the contractor shall be responsible for obtaining clarification. Wiles Architects is not responsible for inconsistencies in scale due to printing, plotting and/or digital reproduction.
Drawings, specifications and other documents, prepared by Wiles Architects and Wiles Architects' consultants are Instruments of Service for use solely with respect to this Project. This includes documents in electronic form. Wiles Architects and their Consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. The Instruments of Service shall not be used by the Owner or General Contractor for future additions, alterations to this Project or for other projects, without the prior written agreement of the Design Professional. Any unauthorized use of the Instruments of Service shall be at the Owner's or General Contractor's sole risk and without liability to Wiles Architects and/or their consultants.
Wiles+Architects 2018 copyright
Professional Seal:
NOT FOR CONSTRUCTION
PRINTED: 1" = 50'-0"C:\U
sers
\geo
rge.
WIL
ESAR
CH
\Doc
umen
ts\B
rook
field
Hou
sing
_Cen
tral F
ile_G
eorg
eWile
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7/28/2020 2:34:34 PM
SP1
Existing ConditionsSite Plan
18-200
Brookfield HousingAuthority
April 15, 2018----
3 Brooks QuarryRoad,
Brookfield,CT06804
SITE
Scale: 1" = 50'-0"1 Existing Conditions - Site Plan
No. Description Date
BUILDING 6 Type "B"
QU
ARY
RO
AD
BUILDING TYPE A: Building # 1, 2, 4, 5
BUILDING TYPE B: Building # 6, 7, 8, 9
BUILDING TYPE C: Building # 3
BUIL
DIN
G 5
Type
"A"
BUILDING 4 Type "A"
BUILDING 3 Type "C"
BUIL
DIN
G 2
Typ
e "A
"
BUILDING 1Type "A"
BUILDING 7 Type"B"
BUIL
DIN
G 8
Type
"B"
BUILDING 9Type "B"
6' - 0"
112.24°
147' - 9 3/8"
20' - 0"44' - 0"
24' - 0"20' - 0"
20' - 0"
24' - 0"
20' - 0"
9' -
0"
24' - 0" 20' - 0" 6' - 0"
6' - 0"
6' - 0"
6' - 0"
296.
71'
ZONE R-40
ZONE IRC-40/80
12' -
7 7
/8"
NOTE: EXISTING SITE TOPOGRAPHY & BOUNDRY LINE MEASUREMENTS HAVE BEEN TAKEN FROM SITE PLANS ORIGINALLY COMPLETED BY WILLIAM ORSINE OF ORSINE, COTTER, & CARSON: SURVEYORS, ENGINEERS, & PLANNERS. THE ORIGINAL PLANS HAVE BEEN DATED JUNE 2, 1983.
Pump House
BLDG #1
GarageBLDG #2
San SewerPump Station
drop
con
c cu
rb
CC - CONCRETE CURBINGBC - BITUMINOUS CONC. CURBINGCW - CONCRETE SIDEWALKBW - BITUMINOUS CONCRETE WALKBP - BITUMINOUS CONCRETE PAVEMENTLN - LAWN AREAPS - PARKING STRIP ( YELLOW)DC DROP CURBUP - -UNIT PAVERSADA - TACTILE SURFACE RAMP 1:12 MAX SLOPEPW - PEDSTRIAN PAINTED WALK WAY
LEGEND
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
BC
BC
BC
CC
BC
CW
CW
CW
CW
CW
CW
CW
CW
CWCW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BW
BP
BP
BP
BP
BP
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
LN
PS
PS
PS
PS
PS
PS
UP
UP
UP
UP
UP
UP
UP
UP
UP
UPADA
ADA
ADA
ADA
ADA
ADA
SP__2
SP__1
SP__3
SP__4
2SP5
NOTE: ROADWAY AND PARKING AREASARE NOT INCLUDED IN CONTRACT (NIC).ROADWAY AND PARKING AREAS ARE TORECONSTRUCTED BY TOWN OF BROOKFIELD.ALL CURBING & SIDEWALKS SHALL BE INCLUDED IN CONTRACT.
NOTE: ROADWAY AND PARKING AREASARE NOT INCLUDED IN cONTRACT (NIC).ROADWAY AND PARKING AREAS ARE TORECONSTRUCTED BY TOWN OF BROOKFIELD.ALL CURBING & SIDEWALKS SHALL BE INCLUDED IN CONTRACT.
SP55
DROP CURB@ GAR DR
DROP CURB
@ GATE
CB
CB
CB
CB
CB
CB
BW
BW
BW
BW
BW
BW
BW
NEW PATIO
BW
BW
BW
BW
BW
BW
BW
BWBW
BW
BW
BW
BW
BW
BPR
BPR
BPR
BPR
BPR
BPR
BPRBPR
BPRBPR
BPR
BPR
BPR
BPRBPR
WOODBRIDGE
DUM
PSTE
R
T
SMH - 1A
SMH -1
SMH-2
SMH-3
SMH
SMH-1B
17' -
8 1/
2" 9' - 8 1/2"
2-6
YD
DUM
PSTE
RS
5 - R
ECYL
CE
TRAS
H BI
NS
102'
- 9
3/8" 12
7' -
3 3/
8"
5' - 0"
SP__11
drop
con
c cu
rb34 71 00.A2
34 71 00.A2
34 71 00.A2
BP
BP
seatingbench BPR
Scale
Project number
Date
Drawn by
Checked by
Wiles + Architects, LLC155 Brooklawn AvenueBridgeport, Ct 06604ph: 203.366.6003f: 203.384.1751www.wilesarch.com
ATTENTION:Do not scale these drawings. Under no circumstance should these drawings be scaled for lengths, areas, distances or for any other purposes to determine quantities. If dimensions are in question, the contractor shall be responsible for obtaining clarification. Wiles Architects is not responsible for inconsistencies in scale due to printing, plotting and/or digital reproduction.
Drawings, specifications and other documents, prepared by Wiles Architects and Wiles Architects' consultants are Instruments of Service for use solely with respect to this Project. This includes documents in electronic form. Wiles Architects and their Consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. The Instruments of Service shall not be used by the Owner or General Contractor for future additions, alterations to this Project or for other projects, without the prior written agreement of the Design Professional. Any unauthorized use of the Instruments of Service shall be at the Owner's or General Contractor's sole risk and without liability to Wiles Architects and/or their consultants.
Wiles+Architects 2018 copyright
Professional Seal:
NOT FOR CONSTRUCTION
PRINTED: 1" = 20'-0"C:\U
sers
\geo
rge.
WIL
ESAR
CH
\Doc
umen
ts\B
rook
field
Hou
sing
_Cen
tral F
ile_G
eorg
eWile
s600
6.rv
t
7/28/2020 2:36:29 PM
SP2
Site ImprovementPlan
18-200
Brookfield HousingAuthority
April 15, 2018----
3 Brooks QuarryRoad,
Brookfield,CT06804
SITE
No. Description Date
4" PROCESSED GRAVEL BASE
4" GRAVEL SUB BASE
2"4"
4"
8"
2" BIT CONCRETE COMPACTED
COMPACT SUB BASE
x x x x x
TOOLED JOINT
6X6 10/10 WWF REINF
4" PROCESSED GRAVEL BASE
4" GRAVEL SUB BASE
4"4"
4"
8"
4" CONCRETE
COMPACT SUB BASE
4"
1' -
0"
8"
8"
X X X X
X X
X
6X6 10/10 WWF REINF
8" PK GRAVEL BASE
GRADE
TOPSOIL
3/4" RADIUS
#7 EPOXY COATEDREINF BAR (CON'T)
4"8"
XXXX
XX
X
4"
1' -
0"
EXISTING WALL
EXISTING SLAB ON GRADE
34" CRUSHED STONE
8" CRUSHED STONE
4" CONCRETE
SEALANT
1/2" PREMOULDED FILLER
#7 DOWEL @ 24" O.C. EPOXY COATED
6X6 10/10 WWF REINF
EXISTING CONCRETE FOUNDATION
1' - 0"
COMPACT SUB BASE
4' - 0" 2' - 0" 12' - 0" 2' - 0" 4' - 0"
2' -
0"10
' - 0
"2'
- 0"
1
1
24' - 0"
14' -
0"
6' - 0" 6' - 0"
5' -
0"5'
- 0"
1
1
FINE BROOM FINISH
TOOLED JOINTS
VIF
18' - 0"
VIF
9' -
0"
3' - 0"
3' -
0"
1
2
TOOLEDJOINTS
PITCH 1 1/2"
FINE BROOM FINISH
EXISTINGEXTERIOR WALL
0" -1 1/2"
Scale
Project number
Date
Drawn by
Checked by
Wiles + Architects, LLC155 Brooklawn AvenueBridgeport, Ct 06604ph: 203.366.6003f: 203.384.1751www.wilesarch.com
ATTENTION:Do not scale these drawings. Under no circumstance should these drawings be scaled for lengths, areas, distances or for any other purposes to determine quantities. If dimensions are in question, the contractor shall be responsible for obtaining clarification. Wiles Architects is not responsible for inconsistencies in scale due to printing, plotting and/or digital reproduction.
Drawings, specifications and other documents, prepared by Wiles Architects and Wiles Architects' consultants are Instruments of Service for use solely with respect to this Project. This includes documents in electronic form. Wiles Architects and their Consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. The Instruments of Service shall not be used by the Owner or General Contractor for future additions, alterations to this Project or for other projects, without the prior written agreement of the Design Professional. Any unauthorized use of the Instruments of Service shall be at the Owner's or General Contractor's sole risk and without liability to Wiles Architects and/or their consultants.
Wiles+Architects 2018 copyright
Professional Seal:
NOT FOR CONSTRUCTION
PRINTED: As indicatedC:\U
sers
\geo
rge.
WIL
ESAR
CH
\Doc
umen
ts\B
rook
field
Hou
sing
_Cen
tral F
ile_G
eorg
eWile
s600
6.rv
t
7/28/2020 2:36:40 PM
SP3
Site Details
18-200
Brookfield HousingAuthority
April 15, 2018----
3 Brooks QuarryRoad,
Brookfield,CT06804
SITE
No. Description Date
Scale: 1 1/2" = 1'-0"1 Bit Conc. Sidewalk Detail
Scale: 1 1/2" = 1'-0"3 Conc. Pavement Detail
Scale: 1 1/2" = 1'-0"4 Section 1Scale: 1 1/2" = 1'-0"5 Section 2
Scale: 1/4" = 1'-0"6 Typical Drying Yard Conc. Pavement Plan
Scale: 1/4" = 1'-0"7 Typical Living Unit Entrance Pavement Detail
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