DiNisco Design

Transcription

DiNisco Design

Wyman-Hurld Elementary School | Woburn
School Building Committee Meeting - January 22, 2015
DiNisco Design
PARTNERSHIP
www.dinisco.com
Since Last SBC Meeting
•
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MSBA Facilities Assessment Subcommittee
MSBA Approved PSR
Meetings with
Facilities Department
Administrators and Teachers
Food Service
Educational Technology
Woburn Public Safety
Conservation Commission
Planning Committee
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Now Underway - Cost Estimate, Preparing MSBA Submission, Con Comm - NOI
41 Wyman Street | Existing Conditions
.7
98.0
.5
.6
95
4
95
101.2
AN
ITE
CU
GR
95
.5
RB
30" RCP
INV=94.1
"S
100.9
CB
100.9
RIM
100
D
101.1
INV =10
12
0
"S
(12 =97.8 .6
10
EW
"R
1
ER
10
10C1.P)
MA
1.4
DM
2
IN
SM
RIM H
RIM H
101.3
SQ =1
0
Tr. =10
U
101.1
SE A 1.4
=9
WG
4.6 1.4
100.8
S
ST WE RE S
BO RUC R M TRU
WG
S= TU AIN CT WG
93 RE TH U
R
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UP
(TO RO E
G
#1
101.5
P= UG
36
95 H
101.8
LP \18
.2)
100.5
12
1
AIN
LINK
95.5
12" RCP
INV=96.8
10
98
100
101
101.2
.6
.6
6' CH
100.
MA
IN
97
99
95
FENC
E
95
EW
ER
95
10
102.3
101.9
102
G
LO
102
S
AS
W
GR
AN
ITE
102.9
CU
RB
102.4
W
ED
102.9
102.5
103.6
10" ASH
103.6
103.9
CU 104.3
RB
AS
W
SE
WE 104
RM
LP UP#1
AIN
&T 8
RA
NS
104.7
6"
104.4
105.0
WA
TE
RM
AIN
105.8
AS
W
10" MAPLE
K
MA
PL
E
WG
6" MAPLE
" CH
S6
ER
RY
MA
MA
3"
12" TRIPLE
MAPLE
5.8
107.6
106
4'
B-4
SA
105.0
104.8
3'
104
102
10
100
100
E ZONE
25'
ININ
G
RETA
STON
E
NO DI
STURBANC
99
102
103
CLA
Y
ASS
IT
4" FRU
GRA
12"R
CP
5.8
10"
PLES
MA
32" MAPLE
107.8
113.0
119
122.4
118.6
LD
IP(F)
6" TWIN
MAPLE
117.0
10" MAPLE
116.0
120.2
2" FRUIT
2" FRUIT
116.7
10" MAPLE
22" OAK
18" OAK
116.3
116.8
116.8
12" TWIN
OAK
2" FRUIT
6
11
116.8
10" MAPLE
117
116.6
117.2
117.2
2" FRUIT
114
115.7
2" FRUIT
113.9
18" MAPLE
8" OAK
2" FRUIT
112
1
11
LD
110
109
108
107
12" OAK
105.6
ASW
12" RCP
4.8
WAY
10
10
4.8
DMH
RIM=105.1
INV'S=100.2
D
PAVEMENT
UP#242\9 LP
5.1
10
5.0
10
5.1
3
12" RCP
10
105.4
105.4
SMH
RIM=105.4
Tr.=97.5
5.1
10
105.5
3" WI GAS MAIN
SMH
RIM=105.5 S
Tr.=97.7
WG
CONCRETE RETAINING WALL
5.1
10
5
CB
RIM=104.9
105.4
ASW
STREET
10
5.0
105.5
ASW
105.7
105.7
105.3
ASW
105.7
S
GRANITE CURB
CB
RIM=104.9
WG WG
WG
S
10
105.5
D
8" SEWER MAIN
105.4
D
8" SEWER MAIN
10
UP#242\8
5.3
G
GRANITE CURB
5.3
6" WATER MAIN (1929)
105.
10
~ 1977 COUNTY LAYOUT)
16" OAK
E
ASW
5.3
C
5-14"
5" W
116.2
FIE
LEDG
10
10" PV
.49'
10
120.4
120.0
2" FRUIT
6
UP#242\10
(PUBLIC USE 50' WIDE
202
LK
4.7
WA
4.7
EL
4.5
AV
10
"E
OF
4'23
WYMAN
4.6
107.8
2'
129.7
115.1
°03'2
S 74
116.4
105
4.9
10" CHERRY
117.5
2" FRUIT
P-3
SA
10
IP(F)
12" TWIN
MAPLE
116.6
116.0
P-5
SA
TRAVELED
"W
9'32
S7
116.5
2" FRUIT
FIE
10
IP(F
20" MAPLE
8" MAPLE
P-1
SA
4.9
GR
CB
RIM=104.4
10
10
9°5
2" FRUIT
2" FRUIT
105
10
S1
116.9
118
118
.1
2" FRUIT
P-11
SA
P-7
SA
P-4
SA
105.2
12" RCP
US
G
GG
TH
AILAN
4.6
UP#242\11
LP & TRANS
10
10"
2" FRUIT
105.1
'
S 86°57'07" W 347.80
4.8
105.9
107.3
0°0
2" FRUIT
P-2
SA
105.1
12" TRIPLE
AILANTHUS
0'
61.5
105.0
105.4
0
11
4.4
10
4.6
108.1
8" SEWER MAIN
10
10
WG
8" DEAD
CHERRY
22" AILANTHUS
2" FRUIT
P-9
SA
P-6
SA
10
10" DEAD
MAPLE
6
108
4.7
WG
109.5
112.6
116
EDGE
4.5
106.7
UP#242
TRANS & COND-3
105.0
104.8
104.6
OF
10
4.7
5.0
110.0
112.1
3'
4.6
10
10
105.2
10
2" FRUIT
E
104.9
10
DMH
RIM=104.7
104.9 INV A=101.7
INV B=100.6
INV C=101.3
D DINV D=100.4
A
10
4.6
C
B
104.7
10
10
4.5
CIP
RB
ITE CU
GRAN
ASW
104.6
10
4.5
(1929)
105.0
DMH
RIM=104.6
Tr.=97.5 D
P-14
P-13
SA
P-10
"
10
RB
10
4.5
2" WI GAS MAIN
104.9
105.0
15" RCP
10
6" WATER MAIN
4' POST &
RAIL FENCE
4.3
LANDSC
APE
105.0
4' POST &
RAIL FENCE
106.2
112.7
118.6
P-8
SA
106.1
106.6
18" AILANTHUS
TP-13
SB
107.1
LD
119
WOODEN
BULLETIN
5.3
BOARD 10
ICV
8" APPLE
104.7
105.3
10
11 9'
0' 109.7
116.7
2" FRUIT
106.3
105.6
5
105.2
BITUMINOUS CONCRETE
(GOOD CONDITION)
104.5
104.5
104.5
CB
RIM=104.3
EDGE
4.6
10
4.4
10
105.3
10" APPLE
LANDSCAPE
5.2
10
MW-6
T105.3
106.0
5-16" AILANTHUS'
0
11
LE
10
4.4
10
4.4
ICV
105.5
LD
105.4
2" FRUIT
P-14
SA
107.2
G
AP
10
10
104.5
L=57 . 67 ' '
R= 1 0 4 3 . 2 8
DH(F)
ITE CU
104.6
CB
RIM=104.1
INV=102.3(10" CIP)
4' POST & RAIL FENCE
10
10
4.5
4.4
104.4
10" MAPLE
104.9
104.5
C
104
ICV
UP# 242-11\1
EMTR
10
10
4.2
4.3
7
CB
WG RIM=104.0
INV=101.7(10" CIP)
INV=100.3(10" CLAY)
D CB
RIM=104.0
INV A=101.9(10" CIP)
INV B=100.3(10" CLAY)
INV C=101.9(10" CIP)
INV D=101.6(12" CIP)
M
B
A
CB
RIM=104.3
INV=102.2(12" PVC)
8"
12" MAPLE
104.9
103.8
DMH
RIM=104.3
INV=101.8 (15" RCP)
LEACHING CHAMBERD
103.9
103.8
8" MAPLE
14" MAPLE
105.4
FIE
114.7
P-16
SA
P-15
SA
D
4
DMH
RIM=104.3
10" SQ OPENING
=100.1
D
2" APPLE
TP-18
SB 104.0
107.0
115.3
E
10
WER
S
106.0
S
WG
GRAN
105.9
105.5
14" MAPLE
FIE
117.0
117.0
L
ER
ORN
TY C
E
PER
PRO ILL HOL
1' TO
DR
115.7 .94' TO
105
8" SE
WER
8" SE
WG
SMH
RIM=104.5
Tr.=98.4
103.7
AS
GR
10" HICKORY
104.
\12
8
104.
CB
RIM=104.0
INV=100.0(12")
WG
103.9
14" TWIN
HICKORY
UP#242
ASW
106.0
MW-1
T
6-20" AILANTHUS'
113.3
2" FRUIT
105.9
2" APPLE
103.3
10" AILANTHUS
)
107.2
7.9
107.0
106.4
G
151.9
KORY
HIC
103.6
48" MAPLE
104.6
106.1
103.3
8"
AILANTHUS
IN
K
109.7
P-18
SA
P-17
SA
P-12
SA
106.3
INOU
S CO
(GOO
NCRE
D CO
TE
NDITI
ON)
L
115.5
106.7
106.5
BITUM
SSM(F) LEANING
106.1
8" E
103.6
104.2
104.8
103.8
103.5
18"
3" W
°00'5
N 16
4" FRUIT
104.2
10
103.2
ICV
12" MAPLE
107.4
107.8
107.5
106.4
5.4
106.1
IN
113.6
P-20
SA
P-19
SA
A
10
105.5
G
103.1
16" MAPLE
20" QUAD
MAPLE
107.0
6
°22'3
MAPLE
104.0
106.8
106.5
10
G
G
2" FRUIT
107.3
STON
E RE
TAIN
WALL
104.8
ING
RDR
EMTR
2" APPLE
103.0
14" MAPLE
ED
S 16
14"
103
103.1
10
D
DM
RIM H
Tr. =106
=1
01 .5
.5(1
0")
E
103.6
TIE
ED
6" FRUIT
P-22
SA
DG
2" APPLE
103.3
W
107.6
TIE
109.4
LE
G
LP
ICV
107.2
106.7
7
102.6
102.5
102.6
S
L
11
0
0
102.7
S
RA
107.1
106.6
103.4
20" TRIPLE
102.1
MAPLE
32" MAPLE
4
103.0
10
10
107.4
106.9
4
AD
AD
115
108.2
CB
RIM
INV =10
INV =10 6.3
=1 1.2(1
00
.8(1 0" C
0" LAY
PV
C) )
12
"S
EW
ER
MA
IN
5.7
106.9
RO
12
10
103.5
102
20" TRIPLE
MAPLE
RO
E
P-26
SA
P-24
SA
P-23
SA
V
P-28
SA
P-27
SA
7.7
P-21
SA
107.6
107.8
107.3
\11
L
S
117
99
14" TRIPLE
MAPLE
24" TRIPLE
MAPLE
100
24" TWIN
MAPLE
103.1
TP-12
SB
IL
A
114
103.1
IL
110.0
P-25
SA
10
107.7
OF ST
EP
=108
.6
108.3
36
INV
INV =97 RIM S
.0
M
INV =93.2 (12 =10 H
=8 (12 " CL 6.3
9.5 " C AY
(24 LA )
" U Y)
NK
)
TM T
RIM H
=1
06
.5
16" AILANTHUS
RA
R
RA
111.0
104.8
H
WALK
104
103.0
7.6
107.8
WALL
TE
102
40" MAPLE
22" TRIPLE
MAPLE
107.1
TP-19 TO BE EXCAVATED
ASPH
ALT CU
RB
LAST, TIME PERMITTING
8" MAPLE
20" MAPLE
107.9
103.1
28" MAPLE
103.7
TP-19
SB
102.9
CONCRE
LK
103
30" TWIN
MAPLE
TOC
108.2
AT DO
EL=1
OR
08.75
TOC=
108.6
3
TOC
AT DO
EL.=1
OR
CO
V E R 08.72
ED
PO
RC
107.8
10
7'
102.7
102.6
7.6
BITUM107.4
INOUS
CONC
(GOOD
RETE
COND
ITION)
7.4
10
STONE RETAINING
TOP
WG
106.5
10
102.4
107
107.3
E
WA
8" MAPLE
10
5.8
106.8
107.7
10
RDR
LA
Y
WG
CU
RB
105.7
G
G
G
102.2
102.2
8" TWIN
MAPLE
104.0
107.5
102.7
S
ITE
106.1
D
EL
28" QUAD
MAPLE
6.8
EXIS
TIN
WOO G 1 STO
RY
D FR
No. 41 AME
107.6
2
AN
UP
105.9
107.9
108.3
E
AV
MAG IN 28"
QUAD MAPLE
MAHW EL.=101.0
14" MAPLE
102.7
S
RA
106.0
106.9
108.2
106.4
104.7
101.7
10
108
107.0
L
GR
10" MAPLE
30" MAPLE
104
104
16"
MAPLE
42" WILLOW
10
7
10
6.3
RDR
102.1
"C
GR
6
P
8'
2'
UE
WATER EL.=98.5
OCTOBER 31, 2014
12" WIILLOW
1
.6
05
106.1
TP-11
SB
107.4
LD
SMH
RIM=106.3
Tr.=103.9
S
PAD
109.4
106.4
102.0
10
H
10
305.6
EN
102.6
104.4
RETE
TOF=
104.4
101.6
107.3
" AS
107.3
E
2" W
AV
24" QUAD
MAPLE
107.6
32
107.2
107.6
CONC
RDR
102.1
H
LE
107.1
107.
TP-05
SB
106.9
G
1
°24'4
E)
38" TRIPLE
MAPLE
" AS
MAP
R
.7(1 IM=1 CB
06
0"
CL .3
AY
)
03
W
)
#1
D
3
10
N 16
' WID
~ 50
12" MAPLE
2
FIE
102.7
101.7
6"
18" AILANTHUS
105.8
107.3
104.5
104.7
=1
AS
107.5
12
NT
106.3
106.9
10
102.4
101.2
INV
(19
ME
18" MAPLE
106.7
AY
102.4
MAG IN 20"
TRIPLE MAPLE
MAHW EL.=101.0
20" TRIPLE
MAPLE
103.2
103.
W
EL
7'
107.8
WA
TE
RM
AIN
26
106
105.7
107.4
105.8
103.2
AV
6"
106.8
102.6
102.2
10
106.8
14" AILANTHUS
PA
VE
106.8
106.8
16" MAPLE
8" MAPLE
HU
106.2
10
USE
14" MAPLE
NT
S
6.1
106.5
106.8
MW-4
T 104.6
GR
RB
RM
107.7
LA
105.7
106.3
103.6
CU
WE
AIN
AI
107.1
106.0
B-5
SA
103.0
ITE
SE
106.5
106.6
106.7
104.3
TP-16
102.8
SB
10
LD
E
2
101.4
FIE
L
LIC
12" TWIN
MAPLE
14" MAPLE
106.7
7
106.4
103.8
12" TWIN
MAPLE
SG-1
T
14" MAPLE
AN
8"
107.0
105.2
103.2
GR
107.9
105.5
106.6
104.5
103.1
10
16" QUAD
MAPLE
103.1
107.1
102.6
36" MAPLE
108.1
8" ASH
106.0
TP-10
SB
105
99
(PUB
14" MAPLE
E
PL
E
106.5
106.9
102.5
MA
6.3
106.5
PL
TWIN
16"
RY
CHER
A
102.2
10
MA
7
GR
44" MAPLE
8" MAPLE
6" TWIN
MAPLE
6"
10
N
2-12" MAPLES
10" MAPLE
106.4
105.1
102.9
3-10" MAPLES
103.5
108.0
UP
LP #13
& T 6\1
RA 2
NS
E
107.2
103.5
E
107.2
10
3'
PL
MA
PL
106.3
107.3
106.1
102.6
SS
6'
105.6
104.3
8
OF
MA
8"
105.7
103.9
20" MAPLE
8" MAPLE
E
106.7
106.0
4'
103
104.3
PL
10"
106.8
106.3
LD
10
10
10
102.5
10"
MA
106.3
4
102.3
8"
106.9
104.9
10
103.3
106.0
5'
LK
RIO
102.8
6.7
8"
104.4
103.6
MW-2
103.7
T103.7
10
14" AILANTHUS
104.6
102.8
108.3
7.2
10
107.0
105.0
SPIGOT
103.0
102.6
6")
107.2
105.1
3
108.4
TH
K
107.6
105.3
104.4
103.9
103.1
AL
10" MAPLE
106.0
104.1
102.9
102.9
104.0
TP-15
SB
W
106.8
10
WA
MA
104.2
\13
UP#242
& TRANS
104.4
104.3LP
TP-08
SB
103.4
104.8
L
10
106.3
104.0
103.4
W
107.1
106.4
ZO
NE
AS
B
5
104.6
3
10
EL
10
5
ZO
NE
104.7
10
16" CHERRY
VE
106.3
105.7
FIE
103.0
RA
106.1
105.4
103.8
103.1
G
6'
AV
104.3
104.8
107.0
7.6
ER MAIN
103.3
10
10
GR
103.8
104.1
106.1
UR
SM
RIM H
107.6
INV =1
0
ED Tr.=9=99.98.1
GE 9.9 (B
22" MAPLE
O
106.3
104.7
103.3
GR
24" SEW
103.1
103.2
105.1
106.5
G
108.5
AN
ITE
C
8
S
104.2
FF
ER
3
6'
5'
WG
10
#1
6" MAPLE
106.7
106.4
103.5
BU
7.5
UP
10" CHERRY
10
100'
10
108.0
108.5
14" CHERRY
107'
10
105.2
103.1
103.5
4
SM
108.1
10
AILA" TR
NT IPLE
HU
S
107'
105.6
B-3
SA
6
10
104.4
105.1
105.3
GA
AIN
S
10
105.6
CI
HU
107.1
TP-09
SB
4"
108.4
NT
106.5
ER
10
104.1
SPIGOT
105.6
105.5
W
LA
105.0
103.7
103.0
AS
CU
RB
MW-5
T
106.7
105.5
FF
B-6
SA
103.3
GR 108.3
AN
ITE
)
108.4
" AI
106.4
105
105.1
105.5
105.8
BU
102.8
104.1
105.8
(19
12
108.3
NT
107
105.6
AIN
ME
6.8
7.1
103.0
104.5
AIN
16
106.2
104
103.6
105.5
105.6
105.9
RM
106.3
104.2
ET
108.1
WA
TE
RM
105.8
6
105.9
150'
LE
6"
WE
8" MAPLE
104.7
103.1
105.3
AP
LD
SE
10
103
105
102.6
104.4
106.2
PA
VE
"M
10
105.5
TP-07
SB
103.1
RE
G
106.
CE
7'
FEN
104.8
105.7
12
8" MAPLE
FIE
105.2
103.6
10
105.8
6
K
8"
.7
105.9
103.6
SPIGOT
DH(F)
AC
6
10
102.9
105.6
WG
6"
CIP
3'
10
IRE
233.0
3' W
104.1
108.0
108.5
12" MAPLE
106.3
10
104.2
B-7
SA
102.5
108.5
108.5
108.1
108.5
106.0
B-2
SA
W
14" MAPLE
106.4
103.0
SG-1
ST
AS
W
G
108.5
7
106.3
105.7
104.8
105.8
IP
TB
10
6.8
104.6
103.2
104.4
105.3
106.2
106.0
"C
10
SE
TP-04
S
\14
SIGPEE
LP
N DL
30 POS IMIT
MP TE
H D
12
"
CH DEAD
ER
RY
106.1
105.7
B-8
SA
106.0
6.5
WG
108.6
RB
36
112
0" W
105.9
105.8
10
G
102.6
108.6
UP
C
°34'2
N 16
LD
105.9
105.5
DIN
104.0
105.0
105.7
105.2
UIL
104.9
104.5
GR 108.3
AN 108.4
ITE
CU
108.2
8" DEAD
MAPLE
#1
'B
102.8
106.3
105.7
10" DEAD
CHERRY
107.5
PV
45
103.5
TP-06103.7
SB
SPIGOT
BENCHMARK:
PP IN BB HYD
ELEV=110.87
ER
103.1
106.0
105.8
108.4
6"
4
10
4'
10
10
6
105.3
8.7
" CH
6" MAPLE
102.9
105.8
STAFF GAUGE
10
3-12
E
103.2
103.0
103.3
109.1
PL
6.2
106
104.4
106.3
MA
104.7
106.0
106.2
W
G
5.6
10
103.5
106.2
TP-14
SB
AS
108.6
108.4
108.2
SM
RIM H S
IN =1
INVV=10 08.3
108.4
Tr. =10 2.8(6
=1 2.5 "P
01
O.8F (6"CIPVC)
)
RIES
105.7
SPIGOT
108
#1
TR 36\1
AN 5
S
104.1
106.5
108.5
RB
8" MAPLE
10
103.2
105.3
105.9
CU
107.9
UP
6
103.9
B-1
SA
104.3
106.2
106.0
FIE
10
8"
106.3
106
ITE
119
5'
103.4
4.7
5
6'
10
10
10
103.8
104.2
SPIGOT
105.6
106.1
GR
AN
4
106.2
105.9
107.9
.5
04
10
105.3
106.2
MW-6
107.7
108.2
107.8
2-10" MAPLES
10
5
105.9
106.4
106.1
1
104.9
106.4
105.9
5'
14" TRIPLE
MAPLE
7
10
106
106.4
1
TP-02A
SB
106.0
106.0
8" TWIN
MAPLE
106.1
107.9
3.1
5.2
05
10
1
MW-3
T
106.5
106.2
106.2
106.2
'
06
105.8
115
106.1
104.2
81
12" TWIN
OAK
10
108.1
107.6
GE
12" MAPLE
106.4
106.1
MONITORING WELL
M
WG
ED
C
106.5
106.4
106.6
106.4
E
PV
106.2
8" TWIN
MAPLE
)
NC
107.8
12" CHERRY
LK
8" TWIN
MAPLE
28" MAPLE
IDE
FE
108.0
6"
WA
10
106.5
YL
W
11
3
EL
SPIGOT
106.6
106.4
'W
VIN
AS
RB
C
AV
106.1
9.5
107.9
AN
ITE
CU
107.7
UP
LP #136
& F \16
BO
X
12" CHERRY
106.5
SPIGOT
BL
IND
IC
US
SIG DR
E~
N IVE
4
GR
E
2-8" MAPLES
GR
GR
10
107.2
9'0
PL
E
106.9
107.6
0°5
PL
E
10"
PV
14"
6" MAPLE
6.6
6"
6.9
EDGING
10
106.4
AD TIE
106.5
TP-01
SB
106.3
PROBE
(PU
BL
RAIL RO
106.5
P-20
107.0
107.5
107.8
106
LL
G WA
3-8
106.4
7
115
SPIGOT
106.6
10
WG
107.5
10"
CH DEAD
ER
RY
116
6.8
110
10
106.9
ASS
8"
LD
106.6
107.3
107.1
GR
AL
7
ININ
RETA
104.2
FIE
10 10" MAPL
E
7
10
E
STON
8'
106.6
106.2
W
S SM106.8
RIM H
WG
IN =1
Tr. V=10 06.7
=9 1.2
PA
9.7 (6
VE
0
"C
ME
LA
NT
Y)
106.4
\17
RY
6"
189.3
106.5
36
ER
Y
#1
CH
PL
108
L
WA
12"
MA
E
VE
106.3
C
PL
E
RA
TP-6
PV
UP
MA
10"
G
.7
7
ICV
ICV
16"
6
10
10
ICV
6.6
SPIGOT
107.1
ASPH
1" W
10
106.5
RB
106.4
EL
PL
AV
MA
E
106.6
CU
10
12"
GR
RY
ING
DOCK
TOC=
108.5
2
ER
LOAD
105.3
CH
APE
12"
6
°32'5
106.7
GR
AN
ITE
E
E
LAND
SC
PL
PL
LAND
SC
N 15
MA
MA
POLE
6"
12"
106.9
8" CHERRY TWIN
20" UM
106.3
105.4
7
FLAG
10
E
HAND
ICAP
PARK
ING
SIGN
(S)
E
6.7
IP
PL
MA
PL
LIC US
)
5
104.3
MA
8"
10
10
SM
WAY
8"
SPIGOT
TEST PIT
105.9
105.3
(19
12
GA
AIN
6" MAPLE TWIN
107
CI
6"
C
8"
CH DEAD
ER
RY
4"
OF
10"
MA DEAD
PL
E
ALT
CURB
LAND
SCAP
E
3-8" MAPLES
7
6
E ~ 50
1
10
.8
10
106.8
07'
6
10
ASPH
5
APE
10
12" CHERRY
LAND
SC
7.0
VEL
E
GRA
PL
ICV
ICV
ITE
8"
MA
WAY
12"
ICV
RY
VEL
10
AN
103.2
ER
RB
CH
AP
E
8"
107'
106.9
GR
103.6
E
E
ALT
CU
PL
PL
ASPH
MA
MA
SC
8"
8"
WAL
L
E
LAND
SCAP
ALT
E
CURB
PL
10" MAPLE
APE
MA
14" ASH
106.3
' WID
E)
AVEN
UE
102.4
10"
104
ND
2
106'
10
12" TRIPLE
CHERRY
LA
103
104 '
'
105
'
B-5
103
PIL
G
RO RIM
AD
9
AY
#1
CL
UP
GE
102.3
L
103.1
103.2
101.6
BOLT(F)
101.0
101.8
BORING
EL
103
6"
SM
RIM H
Tr. =10
=9
4.9 1.5
(PUB
30" RCP
INV=93.7
MAR
ION
T
HE OP O
A
F
EL DWA
.=9 LL
9.2
30
"R
CP
100.6
1
5.1
DMH
RIM=105.3
CB
RIM=104.9
ASW
UP#242\7
LP & TRANS
SPEED LIMIT
SIGN POSTED
30 MPH
GRANITE CURB
105.3
105.9
WG
ASW
105.8
105.8
UP/6
0
40
80
N
41 Wyman Street | Existing Conditions
.7
98.0
.5
.6
95
4
95
101.2
AN
ITE
CU
GR
95
.5
RB
30" RCP
INV=94.1
"S
100.9
CB
100.9
RIM
100
D
101.1
INV =10
12
0
"S
(12 =97.8 .6
10
EW
"R
1
ER
10
10C1.P)
MA
1.4
DM
2
IN
SM
RIM H
RIM H
101.3
SQ =1
Tr. =10
101.1
SE UAR01.4
=9
WG
4.6 1.4
100.8
S
ST WE E S
BO RUC R M TRU
WG
WG
A
S= TU IN CT
93 RE TH U
.9
UP
(TO RO RE
G
#1
101.5
P= UG
36
95 H
101.8
LP \18
.2)
100.5
12
1
AIN
LINK
95.5
12" RCP
INV=96.8
10
98
100
101
101.2
.6
.6
6' CH
100.
MA
IN
97
99
95
FENC
E
95
EW
ER
95
10
1
102.3
101.9
102
G
LO
102
S
AS
W
GR
AN
ITE
102.4
W
EL
103
102.9
CU
RB
ED
102.9
GE
103
103.6
103.9
CU 104.3
RB
AS
W
104.7
105.0
6"
104.4
WA
TE
RM
AIN
AS
W
105.3
MA
PL
E
UP
MA
PL
12"
ER
RY
PL
K
8"
MA
PL
6.8
E
WG
6" MAPLE
" CH
S6
ER
10
106.4
RY
6.9
14"
6" MAPLE
10"
106.4
MA
E
E
SPIGOT
106.6
10
106.5
106.4
12" TRIPLE
MAPLE
5.8
107.6
106.1
106
'
06
10
5
E
0" W
CE
7'
FEN
105.8
ZO
NE
3
10
103.3
AV
104.8
3'
102
10
100
6"
E ZONE
ININ
G
ASS
IT
4" FRU
VEL
GRA
LAND
SC
AP
E
SC
ND
12" TRIPLE
AILANTHUS
5.8
LA
22" AILANTHUS
10
NO DI
STURBANC
PLES
MA
LK
25'
5-14"
WA
12"R
CP
EL
100
.49'
AV
99
202
GR
102
"E
4'23
9°5
103
S1
104
US
8" DEAD
CHERRY
6
108.1
)
116.9
10" CHERRY
8" MAPLE
12" TWIN
MAPLE
116.6
118.6
2" FRUIT
5" W
°03'2
2" FRUIT
S 74
119
107.8
2'
129.7
115.1
117.5
107.2
IP(F
20" MAPLE
"W
9'32
S7
IP(F)
0'
61.5
105.0
105.4
105.9
107.3
32" MAPLE
0
11
CLA
Y
TH
AILAN
10" DEAD
MAPLE
108
10"
C
10" PV
10"
5.0
0°0
107.8
113.0
116.4
116.5
2" FRUIT
120.4
2" FRUIT
116.0
2" FRUIT
120.0
119
122.4
116.2
2" FRUIT
FIE
106.7
118.6
LD
IP(F)
6" TWIN
MAPLE
117.0
2" FRUIT
10" MAPLE
116.0
120.2
2" FRUIT
2" FRUIT
116.7
10" MAPLE
116.3
116.8
116.8
12" TWIN
OAK
6
11
116.8
2" FRUIT
18" OAK
10" MAPLE
117
117.2
117.2
2" FRUIT
113.9
18" MAPLE
114
115.7
2" FRUIT
8" OAK
2" FRUIT
FIE
10
22" OAK
112
1
11
LD
110
109
108
107
6
LEDG
16" OAK
E
12" OAK
'
S 86°57'07" W 347.80
105.1
10
4.8
105.6
ASW
ASW
TRAVELED
4.9
10
4.8
4.7
WAY
10
10
12" RCP
10
4.9
4.8
DMH
RIM=105.1
INV'S=100.2
D
10
UP#242\9 LP
5.1
3
12" RCP
10
105.4
105.4
5.1
10
5.0
10
5.1
SMH
RIM=105.4
Tr.=97.5
WG
5.1
10
5
CB
RIM=104.9
105.4
10
ASW
STREET
5.0
105.5
ASW
105.7
105.7
105.3
ASW
105.7
S
GRANITE CURB
CB
RIM=104.9
WG WG
WG
S
10
105.5
D
8" SEWER MAIN
105.4
D
8" SEWER MAIN
10
5.3
G
GRANITE CURB
5.3
105.5
3" WI GAS MAIN
SMH
RIM=105.5 S
Tr.=97.7
UP#242\8
CONCRETE RETAINING WALL
~ 1977 COUNTY LAYOUT)
10
6" WATER MAIN (1929)
105.
5.3
PAVEMENT
UP#242\10
(PUBLIC USE 50' WIDE
10
105
105.2
10
109.5
112.6
8" SEWER MAIN
4.7
7'
WYMAN
10
10
105.2
112.1
116
CB
RIM=104.4
4.5
105.3
110.0
115.3
2" FRUIT
7.9
105
10
18" AILANTHUS
106.2
114
UP#242\11
LP & TRANS
OF
8'
4.4
4.6
5.2
107.1
10
118
118
.1
116.6
105.1
10
10
10
10
UP#242
TRANS & COND-3
12" RCP
TWIN
16"
RY
CHER
7
G
GG
10
105.4
3'
10
10
4.6
LD
105.3
10
11 9'
0' 109.7
151.9
EDGE
4.5
4.6
10
WG
FIE
106.0
8" E
4.7
WG
107.0
°22'3
OF
10
10" AILANTHUS
6-20" AILANTHUS'
LD
2" FRUIT
107.2
E
4.6
G
112.7
117.0
117.0
0
11
10
DMH
RIM=104.7
104.9 INV A=101.7
INV B=100.6
INV C=101.3
D DINV D=100.4
A
10
4.6
C
B
10
10
4.5
CIP
10
4.5
105.0
DMH
RIM=104.6
Tr.=97.5 D
FIE
2" FRUIT
106.6
105.0
104.8
104.6
8"
AILANTHUS
IN
116.7
"
10
104.7
10
15" RCP
ASW
104.9
(1929)
4.7
10
105.5
106.1
114.7
G
LE
104.6
CURB
4.5
10
LANDSC
APE
105.0
4' POST &
RAIL FENCE
SSM(F) LEANING
106.1
5-16" AILANTHUS'
D
AP
10
6" WATER MAIN
ED
K
107.4
107.8
WOODEN
BULLETIN
5.3
BOARD 10
ICV
8" APPLE
104.7
6
G
L
115.5
106.1
106.3
105.6
5
105.2
10
4' POST &
4.3
RAIL FENCE
BITUMINOUS CONCRETE
(GOOD CONDITION)
104.5
104.5
4.4
10
105.3
10" APPLE
LANDSCAPE
104.5
2" WI GAS MAIN
104.9
105.0
10
4.4
CB
RIM=104.3
EDGE
4.6
WG
104.9
CB
RIM=104.1
INV=102.3(10" CIP)
10
4.4
RB
104.9
104.5
C
M
10
10
104.5
L=57 . 67 ' '
R= 1 0 4 3 . 2 8
7
CB
WG RIM=104.0
INV=101.7(10" CIP)
INV=100.3(10" CLAY)
D CB
RIM=104.0
INV A=101.9(10" CIP)
INV B=100.3(10" CLAY)
INV C=101.9(10" CIP)
INV D=101.6(12" CIP)
8"
B
A
CB
RIM=104.3
INV=102.2(12" PVC)
4' POST & RAIL FENCE
10
10
4.5
4.4
104.4
DH(F)
ITE CU
GRAN
ITE
GRAN
104.6
UP# 242-11\1
EMTR
10
4.2
4.3
10
105.5
10
113.3
E
4
WER
DMH
RIM=104.3
10" SQ OPENING
=100.1
D
14" MAPLE
ICV
A
109.7
L
10
8" SE
WER
104
8" MAPLE
10" MAPLE
104.
105.4
104.0
103.8
DMH
RIM=104.3
INV=101.8 (15" RCP)
LEACHING CHAMBERD
103.9
103.8
14" MAPLE
12" MAPLE
48" MAPLE
104.8
106.0
105.5
ICV
D
DM
RIM H
Tr. =106
=1
01 .5
.5(1
0")
5.4
IN
113.6
S 16
KORY
HIC
ER
ORN
TY C
E
PER
PRO ILL HOL
1' TO
DR
115.7 .94' TO
105
104.2
ASW
105.9
2" APPLE
S
5.7
7.7
2" FRUIT
106.4
S
10" HICKORY
W
ED
107.6
TIE
109.4
2" FRUIT
103.9
103.7
AS
10
106.3
106.0
20" QUAD
MAPLE
L
TIE
115
107.0
105.9
2" APPLE
103.3
AD
11
0
111.0
106.7
INOU
S CO
(GOO
NCRE
D CO
TE
NDITI
ON)
106.1
103.3
103.6
104.2
\12
8
104.
107.0
106.5
10
106.9
RO
2" FRUIT
107.5
BITUM
14" TWIN
HICKORY
UP#242
106.8
106.5
CB
RIM
INV =10
INV =10 6.3
=1 1.2(1
00
.8(1 0" C
0" LAY
PV
C) )
12
"S
EW
ER
MA
IN
E
103.6
18"
3" W
°00'5
N 16
4" FRUIT
103.8
103.5
12" MAPLE
10
107.2
106.4
103.2
ICV
E
G
103.1
16" MAPLE
GR
AD
107.3
2" APPLE
103.0
14" MAPLE
V
110.0
DG
MAPLE
104.0
A
RO
LE
14"
103
103.1
IL
0
103.6
\11
L
106.5
106.8
12
2" APPLE
LP
ICV
103.3
107.1
106.7
7
S
AS
36
INV
INV =97 RIM S
.0
M
INV =93.2 (12 =10 H
=8 (12 " CL 6.3
9.5 " C AY
(24 LA )
" U Y)
NK
)
2" FRUIT
10
102.6
GR
7.6
IL
R
RA
107.7
STON
E RE
TAIN
WALL
104.8
ING
RDR
EMTR
108.2
107.4
106.6
103.4
102.7
102.6
102.5
4
107.3
WG
TM T
RIM H
=1
06
.5
5.8
G
107.8
WALL
OF ST
EP
=108
.6
108.3
103.0
20" TRIPLE
102.1
MAPLE
4
107
107.3
117
99
10
103.5
RB
UP
105.9
RA
G
104.8
TOP
LA
Y
WG
CU
16" AILANTHUS
107.6
107.8
106.9
32" MAPLE
BITUM107.4
INOUS
CONC
(GOOD
RETE
COND
ITION)
7.4
10
H
WALK
RB
103.1
102
20" TRIPLE
MAPLE
10
106.9
TE
102
104
14" TRIPLE
MAPLE
24" TRIPLE
MAPLE
10
107.1
ASPH
ALT CU
103.0
100
24" TWIN
MAPLE
CONCRE
LK
103.1
40" MAPLE
103.1
7.6
10
STONE RETAINING
104.7
107.9
ITE
10
102.7
102.9
8" MAPLE
22" TRIPLE
MAPLE
6.8
EXIS
TIN
WOO G 1 STO
RY
D FR
No. 41 AME
102.6
5.6
105.8
107.7
106.4
RDR
TOC
108.2
AT DO
EL=1
OR
08.75
TOC=
108.6
3
TOC
AT DO
EL.=1
OR
CO
V E R 08.72
ED
PO
RC
107.8
AN
105.7
E
102.4
"C
GR
6
E
102.2
28" MAPLE
10
108.2
G
WA
103
30" TWIN
MAPLE
103.7
102.7
SS
102.2
8" MAPLE
10
7
10
6.3
RDR
107.5
A
GR
107.
107.9
108.3
D
EL
28" QUAD
MAPLE
8" TWIN
MAPLE
20" MAPLE
108
107.0
E
AV
MAG IN 28"
QUAD MAPLE
MAHW EL.=101.0
14" MAPLE
PAD
109.4
107.6
2
10
H
P
L
GR
10" MAPLE
30" MAPLE
RETE
TOF=
101.7
10
" AS
106.1
SMH
RIM=106.3
Tr.=103.9
S
CONC
RDR
106.4
102.1
107.3
32
107.1
6" FRUIT
104
104
42" WILLOW
104.0
LD
G
2'
UE
16"
MAPLE
107.6
LE
107.4
D
305.6
EN
WATER EL.=98.5
OCTOBER 31, 2014
12" WIILLOW
H
MAP
107.1
106.0
107.6
104.4
102.7
NT
18" AILANTHUS
106.9
E
1
2" W
AV
102.6
104.4
FIE
102.7
102.0
6"
R
.7(1 IM=1 CB
06
0"
CL .3
AY
)
03
W
ME
" AS
18" MAPLE
107.3
104.5
101.6
=1
AS
107.5
)
#1
L
3
10
E)
°24'4
' WID
~ 50
N 16
10
USE
38" TRIPLE
MAPLE
26
106.1
10
102.1
INV
(19
12
107.2
AY
102.4
107.8
WA
TE
RM
106.3
105
LIC
103.0
W
L
VE
7'
106
105.7
107.4
105.8
103.2
A
GR
6"
AIN
PA
VE
106.5
106.8
104.7
24" QUAD
MAPLE
10
106.8
14" AILANTHUS
106.9
104.3
101.7
HU
S
.1
106.2
102.8
RB
RM
107.3
103.8
102.2
NT
106.7
102.6
12" MAPLE
2
104.6
101.2
LD
CU
WE
107.7
LA
106.8
106.3
102.4
MAG IN 20"
TRIPLE MAPLE
MAHW EL.=101.0
20" TRIPLE
MAPLE
ITE
SE
AIN
AI
106.0
106.0
104.5
16" MAPLE
103.2
AN
8"
106.8
103.6
103.2
14" MAPLE
8" MAPLE
103.
4'
99
(PUB
14" MAPLE
14" MAPLE
6
10
106.6
106.7
7
106.6
102.6
36" MAPLE
FIE
106.8
103.5
2
GR
107.9
105.5
106.4
105.2
101.4
8" ASH
107.0
105.6
104.3
12" TWIN
MAPLE
12" TWIN
MAPLE
106.7
107.2
102.5
10
16" QUAD
MAPLE
103.1
E
107.1
105.1
103.1
102.2
106.5
PL
E
106.5
106.9
10
N
GR
44" MAPLE
8" MAPLE
6" TWIN
MAPLE
14" MAPLE
MA
PL
106.5
10
3'
3-10" MAPLES
103.5
6"
MA
6.3
105.7
106.1
102.6
S
AS
10
8"
105.7
102.9
2-12" MAPLES
108.1
UP
LP #13
& T 6\1
RA 2
NS
E
106.4
103.9
20" MAPLE
8" MAPLE
10" MAPLE
E
107.2
4
10
102.5
PL
MA
PL
106.7
6'
106.0
104.9
10
102.3
103
104.3
8" SE
10
5'
LK
RIO
103.3
108.0
OF
MA
10"
107.3
104.4
103.6
102.8
E
106.3
106.8
LD
104.6
102.8
PL
106.9
10
WA
10
5
EL
MA
102.6
10"
MA
14" AILANTHUS
106.3
SPIGOT
103.0
8"
107.2
105.1
3
6.7
106.3
105.0
104.4
103.9
10
103.1
103.7
103.7
10
105.3
103.8
102.9
102.9
104.0
107.0
106.0
105.0
106.0
104.1
108.3
8
10" MAPLE
104.0
103.4
")
7.2
8"
106.4
ZO
NE
108.4
H6
106.8
106.3
104.7
104.2
22" MAPLE
K
10
105.7
FIE
103.0
103.1
104.8
AL
107.6
106.1
103.4
104.1
W
6'
GR
103.8
104.8
L
10
104.6
10
103.3
W
B
10
4'
ER
SM
RIM H
INV =1
0
ED Tr.=9=99.98.1
GE 9.9 (B
OT
107.6
16" CHERRY
VE
ER MAIN
103.1
103.2
104.3
105.2
RA
24" SEW
'
05
105.1
G
107.1
104.7
FF
AS
UR
107.1
103.5
BU
GR
6'
100'
G
108.5
AN
ITE
C
8
10
1
105.2
7.6
106.3
107'
105.6
10
104.2
103.1
103.5
4
3
S
6
10
104.4
105.1
105.3
10
#1
6" MAPLE
107.0
10
105.6
WG
UP
10" CHERRY
107'
105.5
104.1
SPIGOT
105.6
7.5
108.0
108.5
106.3
105.4
103.0
SM
AIN
107
105.5
GA
14" CHERRY
10
AILA" TR
NT IPLE
HU
S
106.5
ER
CI
108.1
106.7
105
103.3
4"
108.4
NT
S
106.1
106.2
103.7
105.1
W
RB
HU
105.0
104.2
AS
CU
LA
106.5
FF
104.1
105.8
GR 108.3
AN
ITE
)
108.4
105.5
105.5
BU
102.8
104.5
SPIGOT
(19
12
108.3
NT
106.7
105.9
103.1
150'
103.0
105.9
105.6
AIN
106.3
103.6
105.5
105.6
ME
10
104.4
6
RM
AIN
" AI
102.6
105.3
ET
108.1
WA
TE
RM
105.8
6
106.4
104
10
6"
WE
103.1
106.2
105.8
SE
8" MAPLE
104.7
104.8
RE
G
6.8
106.4
105.2
105
105.8
WG
LE
LD
102.5
103.6
105.7
AP
105.9
103.6
105.6
PA
VE
"M
10
104.8
106.2
WG
16
104.2
104.1
12
8" MAPLE
FIE
102.9
105.9
S
K
8"
6.7
106.3
10
103.0
106.0
105.7
105.8
SMH
RIM=104.5
Tr.=98.4
10
106.4
104.4
108.0
108.5
12" MAPLE
106.3
103.2
105.3
W
108.5
108.5
108.1
108.5
7
106.0
102.6
ST
AS
W
G
14" MAPLE
AC
105.7
105.9
IRE
233.0
3' W
LD
10
6.8
WG
108.6
RB
108.5
5
°34'2
N 16
105.7
TB
105.7
105.0
SPIGOT
10
104.6
105.8
108.6
UP
#1
36
S
\14
SIGPEE
LP
N DL
30 POS IMIT
MP TE
H D
12
"
CH DEAD
ER
RY
106.1
SE
104.0
102.8
8" DEAD
MAPLE
6.5
7.1
G
104.9
104.5
103.7
CB
RIM=104.0
INV=100.0(12")
10
10
105.5
DIN
103.1
106.0
106.3
BENCHMARK:
PP IN BB HYD
ELEV=110.87
GR 108.3
AN 108.4
ITE
CU
106.
105.3
108.4
108.2
112
3'
UIL
102.9
106.0
WG
107.5
6" MAPLE
'B
103.5
104.1
105.8
104.6
10" DEAD
CHERRY
.2
104.7
45
103.2
103.0
10
104.4
106.3
8.7
" CH
ER
103
6
105.9
10
3-12
106
105.3
MA
PL
103.5
104.3
106.0
106.2
\13
UP#242
& TRANS
104.4
104.3LP
G
5.6
6
10
103.3
IP
W
RIES
106.2
"C
AS
108.6
108.4
108.2
SM
RIM H S
IN =1
INVV=10 08.3
108.4
2
Tr. =10 .8(6
=1 2.5 "P
01
(6
V
.8
C
OF "CIP )
)
6"
CIP
10
10
10
6
103.9
105.7
DH(F)
108.5
RB
8" MAPLE
10
103.2
106.5
109.1
CU
#1
TR 36\1
AN 5
S
8"
106.2
106
UP
105.6
106.1
106.1
.7
C
103.4
106.3
SPIGOT
ITE
108
107.9
PV
4
10
4
10
4
106.2
6'
103.8
104.2
SPIGOT
105.9
GR
AN
10
105.3
106.2
FIE
107.9
6"
5'
105.9
106.4
106.0
107.7
108.2
107.8
2-10" MAPLES
106.4
105.9
5'
.5
4'
106.4
10
4
10
10
5
106.0
8" TWIN
MAPLE
106.1
107.9
3.1
14" TRIPLE
MAPLE
7
10
106.2
81
5.2
5
104.9
106.0
106.2
10
10
1
106.5
106.2
106
104.2
108.1
107.6
GE
12" TWIN
OAK
10
105.8
M
WG
ED
12" CHERRY
12" MAPLE
106.4
106.1
E
107.8
C
106.5
106.4
106.6
106.4
)
NC
PV
106.2
8" TWIN
MAPLE
IDE
FE
108.0
LK
8" TWIN
MAPLE
28" MAPLE
YL
W
6"
WA
106.1
'W
VIN
AS
RB
119
EL
12" CHERRY
106.5
SPIGOT
9.5
107.9
AN
ITE
CU
107.7
UP
LP #136
& F \16
BO
X
2-8" MAPLES
6.6
(PU
BL
IND
IC
US
SIG DR
E~
N IVE
4
BL
GR
E
115
AV
10
106.9
3"
C
GR
106.3
107.2
9'0
PL
107.0
107.5
107.8
107.6
0°5
PL
MA
11
3
106.5
7
AD TIE
LL
G WA
3-8
106.5
106.6
10
WG
107.5
10"
CH DEAD
ER
RY
SPIGOT
PV
10
106.9
6"
LD
106.6
107.3
107.1
EDGING
AL
10" MAPLE
RAIL RO
W
7
ININ
RETA
FIE
L
116
106.6
106.2
108
VE
7
115
RA
10 10" MAPL
E
7
10
E
STON
8'
104.2
G
6.7
10
SM106.8
RIM H
WG
IN =1
Tr. V=10 06.7
=9 1.2
PA
9.7 (6
VE
0
"C
ME
LA
NT
Y)
106.4
Y
10
106.3
107.1
S
\17
106
189.3
MA
36
CH
E
106.5
RB
#1
E
10"
110
16"
ASS
6.6
SPIGOT
C
10
106.5
106.4
PV
1" W
106.6
CU
10
12"
GR
RY
WA
ER
ICV
ICV
CH
ICV
E
EL
12"
PL
AV
MA
GR
12"
6.7
6
°32'5
106.7
GR
AN
ITE
E
106.9
8" CHERRY TWIN
20" UM
106.3
PL
ING
DOCK
TOC=
108.5
2
N 15
7
MA
LOAD
LIC US
105.8
105.4
6"
APE
10
E
LAND
SC
E
PL
POLE
PL
MA
FLAG
MA
8"
10
)
5
104.3
6" MAPLE TWIN
107
10
SM
AIN
8"
SPIGOT
105.9
105.3
(19
12
GA
HAND
ICAP
PARK
ING
SIGN
(S)
10"
MA DEAD
PL
E
8"
CH DEAD
ER
RY
IP
7
WAY
10
6.8
CI
6
E ~ 50
10
4"
OF
10
106.8
'
107
3-8" MAPLES
6"
C
5
AIN
ALT
CURB
LAND
SCAP
E
10
12" CHERRY
104
RM
ASPH
7.0
LP UP#1
&T 8
RA
NS
WE
APE
ITE
SE
LAND
SC
E
VEL
10
PL
GRA
106.9
8"
MA
ICV
ICV
12"
ICV
RY
E
AN
103.2
ER
PL
RB
CH
MA
ALT
CU
8"
8"
107'
GR
103.6
E
ASPH
PL
RETA
106.3
MA
STON
E
8"
10" MAPLE
GR
14" ASH
WAL
L
E
LAND
SCAP
ALT
E
CURB
PL
ASPH
102.4
104
103.6
MA
' WID
E)
AVEN
UE
102.3
10"
106'
101.8
12" TRIPLE
CHERRY
APE
103
104 '
'
105
'
102.5
10" ASH
2
WAY
9
PIL
G
RO RIM
AD
#1
101.0
AY
UP
CL
101.6
BOLT(F)
10
L
103.1
103.2
6"
SM
RIM H
Tr. =10
=9
4.9 1.5
(PUB
30" RCP
INV=93.7
MAR
ION
T
HE OP O
A
F
EL DWA
.=9 LL
9.2
30
"R
CP
100.6
5.1
DMH
RIM=105.3
CB
RIM=104.9
ASW
UP#242\7
LP & TRANS
SPEED LIMIT
SIGN POSTED
30 MPH
GRANITE CURB
105.3
105.9
WG
ASW
105.8
105.8
UP/6
0
40
80
N
41 Wyman Street | ANRAD
41 Wyman Street | Storm Water Management
41 Wyman Street | Storm Water Management
41 Wyman Street | Site Utilities
41 Wyman Street | Site Utilities
41 Wyman Street | Proposed Site Plan
0
60
120
N
E
N
OW
CE
PLA
T
R
HA
MAR
ION
AVE
PIL
GR
IM
RO
AD
BR
C
PLA
LO
WE
LL
ST
D
S ROA
CURTI
RE
45
ET
'B
UIL
DIN
G
SE
TB
AC
K
E
V
RI
CK
150'
D
FF
RI
E
D
RE
BU
100'
ZO
NE
FF
ER
ZO
NE
NO DI
STURBANC
E ZONE
LO
WE
LL
ST
RE
ET
25'
M
AVEN
N
O
I
AR
UE
F
BU
ER
CLE
IR
KC
DR
RICK
IVE
RIC
WYMAN STREET
DE
WYMAN STREET
D
FRE
DE
FRE
41 Wyman Street | Site Circulation
E
N
OW
CE
PLA
T
R
HA
MAR
ION
AVE
PIL
GR
IM
RO
AD
BR
C
PLA
LO
WE
LL
ST
D
S ROA
CURTI
RE
ET
E
V
RI
CK
D
I
R
DE
E
FR
CIRCULATION LEGEND
CARS
54 CARS
BUSES
UE
EMERGENCY
MAIN BUILDING
ENTRY
AVEN
N
O
I
AR
LO
WE
LL
ST
M
IVE
FRE
30 CARS
(27 EXISTING)
PEDESTRIAN
CIRCULATION
WYMAN STREET
N
WYMAN STREET
D
FRE
SECONDARY
SITE ACCESS
SERVICE &
DELIVERY
DE
DR
RICK
ET
EMERGENCY
EGRESS ONLY
E
RCL
I
KC
IC
DER
RE
41 Wyman Street | Site Access
Wyman-Hurld Elementary School
Howard/Stein-Hudson Associates, Inc.
LOWELL STREET
-4 STANDARD BUSSES
DRIVEWAY
-2 STANDARD BUSSES
-1 MINI BUS
1) EXTEND SIDEWALK
TO MEET EXISTING
L:\14008\Autoturn\2014008 Wyman-Hurld Autoturn.dwg, 12/22/2014 5:33:37 PM
TRASH AND
LOADING AREA
3) SHIFT PARKING
NORTH 20 FEET
SPACE FOR APPROXIMATELY
48 VEHICLES TO QUEUE
INSIDE DRIVEWAY
2) PROPOSED PARKING
CONFLICTS WITH TRAVEL WAY
Figure #1: Overall Site Plan and Vehicle Stacking Plan
N
Approximate Scale: 1" = 100'-0"
Date: 12-22-2014
11 Beacon St., Suite 1010
Boston, MA 02108
617.482.7080
46.59
4.17
20.75
Fire Truck w/Tower
feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
Figure #2: Fire Truck Circulation
8.00
8.00
6.00
31.60
N
Date: 12-22-2014
Boston, MA 02108
617.482.7080
17.08
46.59
2.00
4.17
Fire Truck Entering Driveway
20.75
Fire Truck w/Tower
feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
8.00
8.00
6.00
31.60
11.00
Passenger Large
feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
6.58
5.20
6.00
37.60
Personal Vehicle Entering/Exiting Driveway Right
17.08
2.00
Standard Bus Exiting Driveway
Figure #3: Wyman Street Driveway Maneuvers
11.00
Passenger Large
feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
6.58
5.20
6.00
37.60
Personal Vehicle Entering/Exiting Driveway Left
N
Date: 12-22-2014
Boston, MA 02108
617.482.7080
28.00
4.00
17.00
Garbarge Truck
feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
8.50
8.50
6.00
30.00
Standard Bus Entering Driveway From West
Garbage Truck Entering Driveway
35.00
4.00
Standard Bus Entering Driveway From East
Figure #4: Lowell Street Driveway Maneuvers
20.00
SU-35
Feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
8.00
8.00
6.00
31.80
SU35 Entering Driveway
N
Date: 12-22-2014
Boston, MA 02108
617.482.7080
28.00
4.00
17.00
Garbarge Truck
feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
8.50
8.50
6.00
30.00
Garbage Truck Entering Loading Area
35.00
:\14008\Autoturn\2014008 Wyman-Hurld Autoturn.dwg, 12/22/2014 5:33:23 PM
4.00
20.00
SU-35
Feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
8.00
8.00
6.00
31.80
35.00
4.00
20.00
SU-35
Feet
Width
Track
Lock to Lock Time
Steering Angle
:
:
:
:
8.00
8.00
6.00
31.80
SU35 Entering Loading Area
Figure #5: Service Vehicle Maneuvers
SU35 Circulation
N
Date: 12-22-2014
Boston, MA 02108
617.482.7080
REF
REF
REF
REF
DRY STRG
COOLERCOOLER
OFFICE
T
W/D
0
60
120
N
41 Wyman Street | Room Data Sheets
Room Data Sheet
Room Data Sheet
Kindergarten Classroom
Typical Classroom Grades 3-5
WINDOWS
8'-0" MAGNETIC
MARKERBOARD
ADJACENT
KINDERGARTEN
CLASSROOM
WALL
PHONE
DATA & POWER
OUTLETS
16'-0" MAGNETIC MARKERBOARD &
ULTRA SHORT-THROW
INTERACTIVE PROJECTOR
TEACHER
WORK STATION
FLAG & FLAG HOLDER
DATA & POWER
OUTLETS
8'-0" MAGNETIC
MARKERBOARD
C
(20) 12" W x 15" D x 56" H
WOOD CUBBIES w/
CLOSED STORAGE ABOVE
CLOCK
TEACHER
WORK STATION
MULTIMEDIA
CART
ADJACENT
CLASSROOM
EASEL
BOOKCASES
RUG
WINDOWS
BOOKCASES
8'-0" MAGNETIC
MARKERBOARD
STUDENT
MAILBOXES
RUG
CORRIDOR
EGRESS TO
OUTSIDE
BASE & WALL CABINETS
CHANGING
TABLE AT ONLY (1)
KINDERGARTEN
TOILET ROOM
TOILET
ROOM
16'-0" MAGNETIC
MARKERBOARD &
ULTRA SHORT-THROW
INTERACTIVE PROJECTOR
WALL CLOCK
C
FLAG & FLAG HOLDER
POWER & DATA OUTLETS
MULTIMEDIA
CART
4'-0" TACKBOARD
WALL PHONE
PROJECT
AREA
TEACHER'S WARDROBE
STORAGE CABINET
8'-0" MAGNETIC
MARKERBOARDS
SINK
STORAGE CABINET
0
2
4
8
0
TEACHER'S WARDROBE
1. Functional Criteria
BASE & WALL CABINETS
1. Functional Criteria
Functional Description: Standard kindergarten classroom
Functional Description: Standard general classroom
4. Technical Criteria (continued)
Plumbing: Sink
Net Area: 1,200 SF (Includes toilet room)
Security: Normal
Net Area: 950 SF (50 SF in Project Area)
Security: Normal
Quantity: 4
2. Technological Criteria
Telephone: Wall phone
Data: Wi-Fi and wall-mounted data outlets, teacher laptop (PC) and
iPad. Cluster of four classrooms to share one laptop cart (30 PCs)
and one iPad cart (30 iPads).
A/V: Wall-mounted ultra short throw interactive projector, Apple TV,
speech amplification system
Clock/Speaker: Masterclock and 'talk-back' intercom system.
3. Furnishings and Equipment
Teacher's desk, teacher's chair, multimedia cart, student tables,
horse-shoe table, student chairs, bookcases, changing table only in
(1) room, magnetic markerboards, maps, easel, student mailboxes,
flag & flag holder, rug
Acoustics: Sound-absorptive ceiling tiles, NRC sound level of .70
Handicap Access: Yes
Occupancy: 1 teacher, 24 students (average)
Quantity: 15
Finish Quality: Typical classroom
2. Technological Criteria
Ceiling: Suspended acoustic ceiling tiles
Telephone: Wall phone
Walls/Partitions: Painted
Handicap Access: Yes
Finish Quality: Typical classroom
Ceiling: Suspended acoustic ceiling tiles
Walls/Partitions: Painted
Doors: Wood with Hollow Metal Frame
Data: Wi-Fi and wall-mounted data outlets, teacher laptop (PC) and
iPad. Each cluster of three classrooms to share one laptop cart (30
PCs) and one iPad cart (30 iPads). Each floor to share one
additional laptop cart (30 PCs).
Doors: Wood with Hollow Metal Frame
Built-In Casework: Teacher's wardrobe, storage cabinet, & base & wall
cabinets with sink in classroom, cubbies with closed storage above
A/V: Wall-mounted ultra short throw interactive projector, Apple TV,
speech amplification system
Built-In Casework: Teacher's wardrobe, storage cabinet, & base & wall
cabinets with sink
Windows: Required, with operable vents
Clock/Speaker: Masterclock and 'talk-back' intercom system
Windows: Required, with operable vents
Environmental Requirements: There are no special environmental
requirements (i.e. special ventilation/ exhaust, special heating, and heat
control) for this room
3. Furnishings and Equipment
Environmental Requirements: There are no special environmental
requirements (i.e. special ventilation/ exhaust, special heating, and heat
control) for this room
Flooring: Rubber
Flooring: Rubber
Safety Requirements: There are no safety requirements for this room.
4. Technical Criteria
Power: Convenience outlets per code
5. Locational Criteria
Users: School use, two exits required by code
4. Technical Criteria
Power: Convenience outlets per code
5. Locational Criteria
Users: School use
Lighting: Indirect pendant fixtures with LED lamps
Adjacency: Other kindergarten classrooms
Lighting: Indirect pendant fixtures with LED laps
Adjacency: Other classrooms, project areas
6. Orientation
Views: Northeast or southwest facing
HVAC: Central A/C
6. Orientation
Views: Northeast or southwest facing
Fire Protection: Sprinklered per code
8
Acoustics: Sound-absorptive ceiling tiles, NRC sound level of .70
Teacher's desk, teacher's chair, multimedia cart, student desks,
horse-shoe table, student chairs, bookcases, magnetic
markerboards, maps, flag & flag holder, rug
HVAC: Central A/C
4
SINK
4. Technical Criteria (continued)
Plumbing: Sink in classroom, toilet and lavatory in toilet room
Occupancy: 1 teacher, 18 students (average)
2
Massachusetts School Building Authority - Project No.: 201203470060
Preliminary Design Program - Wyman-Hurld Elementary School
Fire Protection: Sprinklered per code
09 January 2015
Safety Requirements: There are no safety requirements for this room.
Massachusetts School Building Authority - Project No.: 201203470060
Preliminary Design Program - Wyman-Hurld Elementary School
09 January 2015
41 Wyman Street | First Floor Plan
REF
NURSE
[100 SF]
/RST/WT
ADJ PSYCH ] 100 SF EXM 0 SF]
SF
[35
[150 SF] [150 SF
348 SF
T
0
F
S
15
145
]
F
S
[60
78 SF
L
PRINCIPA]
F
[375 S
327 SF
KINDERGARTEN
[1,200 SF)]
1,124 SF
KINDERGARTEN
[1,200 SF]
1,160 SF
ART ROOM
[1,000 SF]
995 SF
F
RE
KILN
[75 SF]
80 SF
T
61 SF
T
66 SF
IEP
[475 SF]
474 SF
STRG
PROJ AREA MEN WMN ELEC [75 SF]
77 SF
EC
/S
/RECD'S
GEN OFF 0 SF]
[53
391 SF
CUST
CONF
[250 SF]
231 SF
EMR
T
AIL
[60 SF]
COPY/M ]
H
C
E
G
E
F
P
R
F
S
T
S
S
S
59
] [250 F
[250 SF
S
9
24
254 SF
EXT DAY
[180 SF]
195 SF
LOBBY
VEST
REF
AIR
EAST ST
0
WEST STAIR
T
66 SF
KINDERGARTEN
[1,200 SF]
1,124 SF
BREAKOUT
PROJ AREA [150 SF]
151 SF
GUIDANCE
[185 SF]
189 SF
T
61 SF
PRACTICE
[75 SF]
100 SF
PRACTICE
[150 SF]
166 SF
KINDERGARTEN
[1,200 SF]
1,160 SF
MUSIC ROOM
[1,200 SF]
1,172 SF
GIRLS
STORAGE
[337 SF]
331 SF
BOYS
CUST OFF
[150 SF]
121 SF
PLATFORM
[1,000 SF]
1,110 SF
RECEIVING
[237 SF]
215 SF
WORK/STRG RECYCLING
[400 SF]
[348 SF]
240 SF
670 SF
KITCHEN
[1,710 SF]
1,575 SF
T
VESTIBULE
OFFICE
W/D
OUTDR STRG
204 SF
T
N
WATER
SOUTH STAIR
CAFETERIA
[3,075 SF]
3,129 SF
40
REF
DRY STRGCOOLERCOOLER
VESTIBULE
20
EE
96 SF
MAIN ELEC
346 SF
LEGEND
CLASSROOM
SPECIAL EDUCATION
LIBRARY
ART/MUSIC
STAGE
GYMNASIUM
KITCHEN/CAFETERIA
ADMINISTRATION
BUILDING SERVICES
CIRCULATION
41 Wyman Street | Second Floor Plan
2ND GRADE CLSRM
[950 SF]
895 SF
2ND GRADE CLSRM
[950 SF]
902 SF
PROJECT AREA
150 SF
BREAKOUT
[150 SF]
150 SF
ENTER
MEDIA C SF]
15
[2,5
2,497 SF
2ND GRADE CLSRM
[950 SF]
895 SF
MEN
WMN
PROJECT ROOM
[950 SF]
877 SF
ELL
[475 SF]
483 SF
LIB.
WORK
]
F
S
WORK
[200
F
S
1
ROOM
0
2
ELEC PROJECT AREA
50 SF
REF
DINING
]
[200 SF
F
S
190
AIR
EAST ST
0
WEST STAIR
BREAKOUT
[150 SF]
150 SF
CUST
1ST GRADE CLSRM
[950 SF]
895 SF
STRG
PROJECT AREA
150 SF
1ST GRADE CLSRM
[950 SF]
902 SF
NET/DATA
[200 SF]
198 SF
GIRLS
SOUTH STAIR
40
N
BOYS
RESOURCE
[475 SF]
497 SF
1ST GRADE CLSRM
[950 SF]
895 SF
20
OT/PT
[475 SF]
571 SF
ICE/STRG
P.E. OFF SF]
[300
317 SF
GYMNASIUM
[6,000 SF]
5,963 SF
LEGEND
CLASSROOM
SPECIAL EDUCATION
LIBRARY
ART/MUSIC
STAGE
GYMNASIUM
KITCHEN/CAFETERIA
ADMINISTRATION
BUILDING SERVICES
CIRCULATION
41 Wyman Street | Third Floor Plan
4TH GRADE CLSRM
[950 SF]
895 SF
4TH GRADE CLSRM
[950 SF]
902 SF
PROJECT AREA
150 SF
BREAKOUT
[150 SF]
150 SF
4TH GRADE CLSRM
[950 SF]
895 SF
MEN
WMN
LITERACY
[950 SF]
877 SF
M
DE CLSR
5TH GRA0 SF]
[95
906 SF
ELEC PROJECT AREA
50 SF
M
DE CLSR
5TH GRA0 SF]
[95
908 SF
UT
BREAKO ]
F
[150 S
150 SF
OM
WORK RO ]
F
S
[150
259 SF
AIR
EAST ST
0
WEST STAIR
BREAKOUT
[150 SF]
150 SF
AREA
PROJECT F
S
150
M
DE CLSR
5TH GRA0 SF]
[95
896 SF
CUST
3RD GRADE CLSRM
[950 SF]
895 SF
PROJECT AREA
150 SF
3RD GRADE CLSRM
[950 SF]
901 SF
STRG
GIRLS
STRG
40
N
BOYS
RESOURCE
[475 SF]
490 SF
3RD GRADE CLSRM
[950 SF]
895 SF
20
LEGEND
SOUTH STAIR
ICAL
MECHAN F
S
5
5
9
CLASSROOM
SPECIAL EDUCATION
LIBRARY
ART/MUSIC
STAGE
GYMNASIUM
KITCHEN/CAFETERIA
ADMINISTRATION
BUILDING SERVICES
CIRCULATION
41 Wyman Street | Roof Plan
ODRD
ODRD
2
ODRD
East Stair Roof Plan
SCALE: 1/16'' = 1' - 0''
EF-2
GENERATOR
RDOD
152'-6"
T.O. RF STEEL
ERU-1
(CAFETERIA)
(LIBRARY)
ERU-2
(CLASSROOMS)
AHU-1
AHU-3
EF-5
AHU-2
(GYMNASIUM)
EF-3
154'-6"
T.O. RF STEEL
RTU-1
EF-4
0
20
40
N
(ADMIN)
(CLASSROOMS)
HP-1
EF-1
CHILLER
HP-2
EF-6
ODRD
ODRD
ODRD
ODRD
ODRD
LEGEND
CLASSROOM
SPECIAL EDUCATION
LIBRARY
ODRD
ODRD
ODRD
ART/MUSIC
STAGE
GYMNASIUM
KITCHEN/CAFETERIA
ADMINISTRATION
BUILDING SERVICES
CIRCULATION
41 Wyman Street | Design Precedents
DOOR TYPE G
1
DOOR TYPE A
DOOR TYPE A
PREFIN HARDWOOD TRIM
(BY SECT 062000-FIN CARP), TYP
4"x4" CERAMIC TILE
(BY SECT 090002-TILE), TYP
DOOR TYPE A
4" RUBBER BASE
(BY SECT 090005-RES FLR),
Academic Corridor North
1
5.5.02 TYP
DOOR TYPE G
DOOR TYPE A
12"x4" CERAMIC TILE
GWB (BY SECT 092116-GWB)
,PTD (BY SECT 090007-PAINT), TYP
UPLIGHTING AT PILASTER
(BY SECT 260001-ELEC), TYP
DOOR TYPE J
OPEN TO PROJECT AREA
BEYOND
4" RUBBER BASE
(BY SECT 090005-RES FLR), TYP
DOOR TYPE G
DOOR TYPE A
4"x4" CERAMIC TILE
TACKSURFACE & WD PANEL
(BY SECT 062000-FIN CARP)
CUSTOM MILLWORK
UPLIGHTING AT PILASTER
(BY SECT 260001-ELEC), TYP
1
5.5.02 TYP
DOOR TYPE A
12"x4" CERAMIC TILE
DOOR TYPE A
OPEN TO PROJECT AREA
BEYOND
4" RUBBER BASE
DOOR TYPE A
4" RUBBER BASE
3
Academic Corridor South
DOOR TYPE A
DOOR TYPE G
12"x4" CERAMIC TILE
4"x4" CERAMIC TILE
CUSTOM MILLWORK
DOOR TYPE J
DOOR TYPE G
4"x4" CERAMIC TILE
DOOR TYPE J
1
5.5.02 TYP
41 Wyman Street | Perspective View
41 Wyman Street | Design Precedents
Next Steps
•
•
•
•
•
•
•
MSBA Submit SD Cost Estimate - January 30th
SBC Approval of Schematic Design - February 5th
MSBA Submit Schematic Design - February 12th
NOI Submission - February 23rd
Conservation Commission - March 12th
MSBA Approval of Schematic Design - March 25th
City Council/SC Approval of PSBA

DiNisco Design

Transcription

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