38-050 (34) Tighe&Bond
Consulting Engineers
ILL SEALER,
53 Southampton Road
ENTIRE PERIMETER C AG BRICK
FACING EXISTING WALL Westfield,Massachusetts
FA
SEALANT BOTH (413)562-1600
SIDES ENTIRE
www.tighebond.com
PERIMETER
INSTALL CMU TO
2x6 ®16" OC ALLOW FOR FUTURE
BRICK FACING
REPAIR BY OTHERS
" a
EXTERIOR INTERIOR
PROVIDE (4) 1/2"0
EPDXY ANCHORS
EQUALLY SPACED
(3" MIN EMBED)
5/8" MARINE
B—C EXT—APA
PSI --HORIZONTAL APPLY CONCRETE POURED CONCRETE WALL M°i s4
PLUGGED REINFORCEMENT FOUNDATION SEALANT REINFORCED W/#4 BARS ® Js�c
PAINNTETE D EACH COURSE COATING TO WALL 12" ON CENTER, EACH WAY ,g BWN
WrrARY
w
8" CMU CLOSURE wase�'o�a s
WALL
2x6 PERIMETER APPLY HYDROPHILIC GROUT REINFORCEMENT q,2.03
FRAMINGSEALANT CAULK INTO PERIMETER
APPLY HYDROPHILIC AROUND PERIMETER
(3" MINIMUM EMBED)
SEALANT CAULK
EXISTING FLOOR
AROUND PERIMETER11�—\ EXISTING FLOOR
TUNNEL FLOOR EXISTING CELLAR FLOOR
EXISTING
FACING BRICK GROUT REINFORCEMENT HAELs
SECTION ELEVATION INTO PERIMETER a pApgDNg
(3" MINIMUM EMBED) ti
WOODEN CLOSURE CMU CLOSURE WALLqIo$
NO SCALE POURED CONCRETE CLOSURE WALL
NO SCALE
NO SCALE
Northampton
State Hospital
Abatement and
Demolition
Buildings 8, 15,
26AP & 26G
Mass Development
Project Number 04-007
° W3 Issued(w Bid
Mark Date Description
PROJECT NO: W328M
FILE: W32801D101D501
DRAWN BY: SMH,TMF
CHECKED: SEN
APPROVED BY: TMB,MRP
DETAILS 2
SCALE: AS SHOWN
D-502
a/2.
/os
2"x2"x3' STAKES OR STEEL TifttBond
CONCRETE THRUST BLOCK AGAINST DOWELS (TYP) Engineers
UNDISTURBED SOIL CONCRETE THRUSTBLOCK CONCRETE THRUST BLOCK AGAINST 53 Southam ton Road
BG UNDISTURBED SOIL
W D AREA "L" "H" "W" p
s. w Westfield,Massachusetts
:98" 10 16" 32" 4a" • (413)562-1600
10" 15 20" 38" 57" \/ /\/ /\� www.tighebond.com
20 22" 44" 66" j \,� 1\ \ \ �j\// GUTTER LINE • ❑❑❑❑❑❑ GUTTER LINE
16" 40 33" 62" 93" a cr,9
-- L HAY BALE 11110 11110
- -- 3 /\ ` 000000
/ / 011000
`t CONCRETE THRUST /� ,� ❑❑0❑El
j BLOCK AGAINST / / \ ❑❑❑❑❑❑
i� UNDISTURBED SOIL j ,/ - FRAME CATCH&COVER I •
\ < PRECAST CONCRETE BLOCK / % /,� /\��X •
I PRESSURE PIPE STUBOUT, �% L / ,. ///\\ \\/j/ NOTE:
PLUGGED 1. A MINIMUM OF TWO WOOD STAKES
PRESSURE ARE REQUIRED PER HAY BALE. PLAN
PRESSURE PIPE TEE \ PIPE BEND �1x or q�
2. STEEL DOWELS MAY BE USED WHERE
i PLAN AT BEND TOODM. cy
PLAN AT TEE W/STUBOUT FOR FUTURE �� \ WOOD STAKES CANNOT BE DRIVEN ao etrowH
.4g, INTO THE GROUND. a SIWRARY
D Mo.7/834
CONCRETE THRUST BLOCK AGAINST \ ° CONCRETE THRUST 3. "SILT SACKS", "DANDY BAG 11" OR OTHER no a Eo
i= BLOCK AGAINST T a
UNDISTURBED SOIL SIMILAR SILT RETENTION DEVICE SHALL 2"x2"x3' STAKES J
\ •;,y UNDISTURBED SOIL BE INSTALLED IN LIEU OF HAY BALES FOR
W �/� ° CATCH BASINS LOCATED IN EXISTING PAVED OR STEEL
AREAS. DOWELS (TYP) !•2.d3
SECTION
z NOTES: I I I I I I I I
1. DIMENSIONS SHOWN CALCULATED PER 100 PSI INTERNAL PIPE PRESSURE FOR SOIL I I I I I I I
-- ----- BEARING LOADS OF 600 PSF. I I I 11 I I
EXISTING GRADE
2. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED OF CONCRETE POURED AGAINST I II IIII II
UNDISTURBED SOIL.
I II IIII II
\
Of
3. DIMENSIONS L, W, &H MAY BE ADJUSTED TO MEET FIELD CONDITIONS PROVIDED THE
BEARING AREA REMAINS UNCHANGED.
PRESSURE PIPE TEE
' 0N3 y
4. THE HEIGHT OF THE BLOCK (H) SHALL BE LESS THAN OR EQUAL TO HALF THE TRENCH ELEVATION PAA9
$ 292'70
DEPTH. WMIARY
CATCH BASIN INLET
PLAN AT TEE EROSION CONTROL
CONCRETE THRUST BLOCK NO SCALE
FOR HORIZONTALBENDS AND TEES
ISCALE
D
Northampton
EXPANDABLE PLUG GROUT AND TROWEL
TO MATCH INTERIOR State Hospital
OF MANHOLE
Abatement and
4" CORP. STOP Demolition
REMOVE AIR &D FL USHING,AL
ALLOW REDICSINFECTION, Buildings 8, 15,
CONCRETE26AP & 26G
PLUG AT ACTIVE MANHOLE OR CATCH BASIN THRUST BLOCKD+2" 2D4M'TO/
BITUMINOUS CONCRETE PAVEMENT Mass Development
J PIPE CAP 2" TOP COURSE
aSAWCUT AT EDGE 2" BINDER COURSE MIN. Project Number 04-007
a RESTRAINING GLAND OF REPAIR (OR THICKER TO MATCH EXISTING PAVEMENT)
�� UTILITY TO ° o MATCH EXISTING FINISH GRADE
BE ABANDONED ° P°, N DUCTILE IRON PIPE
WATER MAIN CAPPING DETAIL
b° O oO o°'04&° O o°O 99 -12" PROCESSED GRAVEL
FOR DIAMETERS 10" AND SMALLER FRONT°VIEW D.I. SPOOL PIECE 3/4" CORP. STOP
TO REMOVE AIR & SELECT COMPACTED
18" LONG ALLOW FOR DISINFECTION, NATIVE BACKFlLL—�s �. .e;.•..®_.eI- APPROXIMATE LIMIT'S
FLUSHING, ETC. - '�` - OF EXCAVATION
CONCRETE
D D+2' CONCRETE 2D THRUST BLOCK TYPICAL PAVEMENT REPAIR
~1 PLUG I~—� L
N.T.S.
eg �
0
UTILITY TO o EXISTING CAST IRON
BE ABANDONED N OR ASBESTOS CEMENT PIPE MJ PIPE CAP Mark D� D-: pt..
r+ MEGA-LUG TYPE PROJECT NO: W3280\
o D.I. TRANSITION COUPLING RESTRAINING GLAND FILE: W328010100501
DRAWN BY: SMH,TMF
BRICK IN
FOR DIAMETERS 12" AND LARGER STAGGERED FRONT VIEW CHECKED: SEN
PATTERN
APPROVED BY:
TYPICAL PLUGS FOR CONNECTION TO CAST IRON OR ASBESTOS CEMENT PIPE DETAILS 1
GRAVITY SEWER & DRAIN ABANDONMENT WATER MAIN CAPPING DETAIL
SCALE: AS SHOVVN
D-501
NOTES: Z Z ti = j!I I.;{\_ I '\ \ i 1 j --�_` \� �\ \\ \\`--_� '\\ _ - he&Bond
1.DEMOLISH WOODEN OX BARN ONLY. / a $' \ \ — \ \\
—Consulting Engineers
}}}LEE
hYAY( RF to
I RICK,S NE 1 I ! I I L--------- _ \\ \-
Z ,� y �? i I i , I � - , \ �-\ � \ \\ Z� \ - 53 Southampton Road
2.RETAINING WALLS TO REMAIN ON / c� REI.tVA$LX UND.�IT/ON 1 I Westfield,Massachusetts
SOUTH AND WEST SIDES. / 1 \ '\\ '\\ 1 i I ---- \\ \ \ \\ \ \\ - (413)562-1600
3.INVESTIGATE PIPING FOR POSSIBLE www.tighebond.com
STEAM TRENCH.
4.BACKFILL AND COMPACT TO ACHIEVE
PROPOSED CONTOURS.
BR\�\ \
\ E C C `
5.LOAM AND SEED AREA DISTURBED BY
DEMOLITION.
� I
6.STAGING AREA FOR ALL DEMOLITION
WORK TO BE ON SOUTH SIDE OF ROUTEBUILDING
7.PROTECT EXISTING ROADWAYS AND R�
TREES.REMOVE AND DISPOSE OF BRUSH 1 BARN
AROUND OX BARN WITHIN THE LIMIT OF !
i REMAIN
WORK. STONE RETA/N/N ALL \\�\ \\ - _ / 7 o swr—
\ REMAIN
3
\
1
-- I
% I
"Vb-TONE
?V REMAIN 11
/
/ ow 6w WA 7ER TO REMAIN
/n
BU/LD G 8
-- - / INIVESG GATE / HTlODEN X BARN
_ - —%---- PROPOSED
i' CONTOURS
R£MO FOU DATION WALL
' BUILDING 1 f \ i---� I 'J/ / � / \ ------ ---
GARAGE \ I Ti�R �/ --\ Northampton
BRICK DRAIN EMMAIN / , / — ---
TO REMAIN
State Hospital
TONERETAINING ———— ----- \
i 1 1
❑ WALLS W REMAIN r
)
1 i \
Abatement and
REMOVE RETAINING I 1 \\
-----__ WALL Demolition
i ,-\ \ �\� J _ Buildings 8, 15,
Zi 1�1 26AP & 26G
Mass Development
�/ \ Project Number 04-007
\ 0
pw
--
d
--'
f ,
� 1
�\ te \ I 11
°,� 5 \ \_ X 1 \ a \` 11 Il CARPENTRY
SHOP
i \ \ i \ 1! TY!REMAIN
41
CO/VC
n s \ 1 o 8103 Issued mr Bid
Ma'k Dare Description
PROJECTNO: W328M
FILE: W32801DIMD103_NEW
DRAWN BY: SMH,TMF
CHECKED: SEN
APPROVED BY: TMB,MRP
� (� BCB �ti y � cQN ___ � �" Y ❑
DEMOLITION PLAN-BUILDING 8
OX BARN
�
O '\ w 11 SCALE: 11.
I n❑
"n�� 1/a (-- w `v �: v� y � D-103
8/28/03
I- I 1"✓ r `� Tighe&Bond
DEMOLITION NOTES: 1 1 \ o TR 0 00
t\) Z Consulting Engineers
1. ABATE ASBESTOS AND HAZARDOUS z t\ a I 9 53 Southampton Road
MATERIALS IN BUILDING 15 AND
I
TUNNELS. Westfield,Massachusetts
2. INSTALL CMU OR CONCRETE TREE • \ LECTRIC (413)562-1600
N #169 • \\ ( CONDUIT www.tighebond.Com
CLOSURE WALLS AS NOTED FOR m 8/T C C \ METAL
TUNNEL OPENINGS. I TREE TREE \ COVER
�^ I 170 REPAIR CONCRETE • 161 \ I
3. ABATE AND REMOVE STEAM3 • SIDEWALK
TO MATCH EXIS77NO gD� ` •
I •
TRENCHES FROM BUILDING 15.CUT � / 1 TREE I
PIPES AND PLUG END OF TRENCH j E s • #162 j #15 e154
WITH CONCRETE. PROVIDE LOCATION oT • # 78
TIES. EE T E • #279 TREE
4.REMOVE PIPING,WIRING AND R E • #280 CONGf2t'` • ' a ' #163 • ( _ SEE �`
CONDUIT AND DEMOLISH TUNNELS. #281 II Bl . CONC. TR
REMOVE CONCRETE,BACKFILL AND •
COMPACT WITH CLEAN FILL 908 TREE • TREE ' i jll #154
I I I TREE
9 \ 4k #165 TREE PR07ECT TREES(TYP) I j #158
5.REPAIR TUNNEL REMOVAL AREAS CB-0 DR TREE \\ \\ #154
WITH LOAM AND SEED,GRAVEL,OR \
PAVEMENT TO RESTORE SURFACE TO \\\ ¢LP S #166 \ \PROTECT TREE " i i I • •
C
PRE-DEMO CONDITION. REMO
ND
6.PROTECT EXISTING ROADWAYS 9 \ — \ \� REE
ABA AF>€AM TRENCH ' ' I E #156
AND TREES TO REMAIN.EACH 90 '�, \ i #
NUMBERED TREE SHALL BE d� \ \\ \\ ' i REMOW AND7)RE-INSTALLEXISNO
PROTECTED BY ERECTING 6'HIGH BY ` \ \ e CHAIN-LINK FENCE p .0110'WIDE SECTIONS OF CHAIN LINK \ \r \
FENCE AROUND THE TREE. o PROTECT ALL 7�£ES \\ \\ { CONCRETE
7.EXISTING CHAIN-LINK SECURITY ti �\ r------, -——— —J L, CLOSURE WALL O� /
FENCE TO BE REMOVED TO ALLOW \\ , •
TUNNEL DEMOLITION AND \
BACKFILLING. FENCE MUST BE
oti ` s I BUILDING 15 EC1 I I #1 WAR
R r+�
SECURED AT THE END OF EACH WORK PROTECT 1 t� �I I I c
DAY.REMOVAL AND REPLACEMENT OF ___�-'' \ • ( SOUTH HOME -6 N WA7ER LINE i PARSONS
THE CHAIN LINK FENCE SHALL BE TREE I ABATEMENT ONLY O S1
PERFORMED BY A QUALIFIED FENCING \ ABATE AND �� 6'm'�7 —.-_-
CONTRACTOR. \\\ DEMOLISH n Z v q TUNNEL 11
TUNNEL 1�/, \
0 AND SEED AB
/\AFTER //% '% FFELEV=222.43' r ABA 7E'AND DEMO SH p
£L /1' "/ (TOP CENTER 0 I I TUNNEL 11
TREE REMOVAL /;• '/ CONC. THRESHOL 1 - I 9�0g
REE #P6g SIT CONC. PARKING LOT /,; '% CONC j j CMU
+ F„, 7 /' // CONCRETE I STEP�}t O I I i i CLOSURE LL
#268 O % ;'% L---J SOUTH
_ WNG
It WALL
• TREE \ % c� C
270 >/ SAW
----------------- - --------- {/ !l TO REMAIN
� TREE # CUT- ------------- _\_----------________ _____ ------- � \ I
#266 PR07ECT�WAIER UNE _, by�7,VE--\\r
E- \`\\\ '� Northampton
• BRQKE1 -& p
• TREE REPAIR AWNEVT ---- \
• RE #271 R OV State Hospital
SEED
OA
2 5• (' ! I \ ` LM AND
•
l; -�5–—�� AF> u ` Abatement and
.SAW l I `\ Z 2 WA7ER UNE AND `'\ 7UNNEL REMOVAL \• \
\7� HYD N75 TO REMAIN Demolition
�R CUT
72
Buildings 8 15
TREE l i CONCR£ CLOSURE*4 LL o e
#264 0 1, o \\ \� ,` ` 26AP & 26G
coN �,\
\ \`
-t 5Ts \ C*)#262 °S � HC RAMP�7O\REMAIN \
Mass Development
B17 G�Z71GL-D
rR • � �— �— i i �, _____ ��-� Project Number 04-007
TR E• i -------------
ov� ` \\
05
Irk
0 8/05 Issued for Bid
Date Description
PROJECT NO: W32M
\J FILE: W32WDUAD102 NEW
\ DRAWN BY: SMH,TMF
n \\ \\ \ CHECKED: SEN
APPROVED BY: TMB,MRP
'- �i \ ABATEMENT&DEMOLITION PLAN
\ \ BUILDING 15 AND TUNNELS
\ 0 \ SCALE: 1"=20'
\ \ �� D-102
DEMOUTI❑N NOTES �J U ----- v , Tighe&Bond
�o°�� ; \ Onsulttng Engineers
------ • n \ \ 53 Southampton Road
1. REMOVE ASBESTOS AND y i o I
HAZARDOUS MATERIALS PRIOR TO os �' PAVEMENT a Ow�� Z f �TCz \� Westfield,Massachusetts
1 TO C) • (413)562-1600
DEMOLITION. REMAIN `
---� a SAW CUT SAW CUT O( �y I PROTECT www.tighebond.com
2. CUT AND CAP UTILITIES. CAt / \ — — - _ IE _ TREE(rn'J
STRUCTURES W CUTS�� 0
CLOSURE WALLS O 'O/VOO--
3. DEMOLISH BUILDINGS 26AP AND ( PROTECT PIPING \ - CONCRE7E CLOSURE WALLSINCMU
26G, PROTECT BUILDING 26R \ ; \ REMOVE LP TUNNEL CLOSURE
26G, PR PyUNC
AND INSTALL CLOSURE WALLS ZJ y
— ——— ——— ———————
AT ALL OPENINGS LEFT BYs ss ---------\ ss -�- --\\'-- ---------SS - ----- ---------------- -- 1 1/2 S70RY ------------------------------------------- �J -
REMOVAL OF BUILDING 26G. --------- ---------- '---�--------------` DEMOVS- TUNNEL D - --------' -` - -------`- - ----�
X I
---------- - ---, ----- _ --- ----- ----------------------- -- - --------------- -------------- - D ro
- -----__-- _-- REPAIR a DEMOLISH 1UNNEL B
�--- t ------" RECREATION i PROPERTY UNE
4. CLOSURE WALLS TO BE \ I DEMOLISH TUNNEL C BUILDING 26R PAVEMENT ,
���_„__ a --------- --- -- ---------------
-------------
INSTALLED AT AND ENDS OF REMOVE NEMA y I I
TUNNELS BEING REMOVED ANDREMOVE
ALLWALL OPENINGS IN \-PR07ECr GRAIN ` o PIPES�� F n SAW CUT
BUILDINGS 26D, 26E AND 26R
THAT ARE EXPOSED DURING J' s and �) A yn,
DEMOLITION. (SEE DETAIL SHEET) MdAid ELECTRIC L JSCAM
ti MANHOLE ROOM pGA I I \ xora
5, STEAM TUNNELS: REMOVE ALL \ INP05
CAP UST
51IE "ONOO \ Y o++�yTDOD"'JS��yH
ASBESTOS, PIPING, WIRING ANDBROWN
Z ti �' \ RRnRr
AVEMEN \ ELE ATORS ^l � \ Fad
CONDUIT. DEMOLISH TUNNELS, CO/JG. ` ”
S7EPS O c�� I I REMOVE RAISED STRU=RrF
REMOVE CONCRETE, BACKFILL ` \ ^t 1 AND WA7ER LINE \� Mfr s�t`x �/✓L
AND COMPACT. % REMOVE I 1 I \
�ti V \\ LOADING DOCK C I coi O3
6. BACKFILL AND COMPACT o H ANT q?'
FOUNDATIONS IN 12" LIFTS. NO , DETACH BUILDING I— µbop �� 70 B £MOVED , I EXISTING
RECYCLED FILL IN TOP 18". PROTECT BUILDING 26R CLOSURE I pw 1 IAL VE
Y OE�O�SHRY WALLS Pw 10•WATER
7. STAGING AREA FOR ALL WORK 1 STORY 3 1� CONCRE — ---
TO BE WITHIN THE LIMIT OF
3
WORK SOUTH OF ROUTE 66 \ B� INS 2 D BRICKBUIIDING µ ,
(THIS SHEET). (10 REWo
8, PROTECT EXISTING ROADWAYS TO CLOSURE OOR \�y�\ Yp5 TO REMAIN / ANDDCURBINGNT ; Ur I $ c
UAL/7Y POLE CUT AND CAP eta w iggss
REMAIN AND TREES. EACH C aLL EACH I LIAR) yy��� CONC. RET. I TO REMAIN a P Hr R.'sT
NUMBERED TREE SHALL BE \ (GONG Ay\ ��� WALrO L W/ os REPAIR PAVEMENT I sa29270 ARv a
CTNG 6'
HIGH
PROTECTED WIDE ESEICTIONS OF \ ���� ��U�� DEMOLISH i
CHAIN LINK FENCE AROUND 3 STORY ( 9
TREE. S �� CONCRETE sD
\ BUILDING 26G ,
} p REMOVE CA SIN LIGHT POLES I D
AND DRAIN
sp
yati�
INSTALL 8'HIGH FE REMOVE PAVED PLAZA AND
IV TY ,2' D£GA SIDEWALKS Northampton
\ PREFECT
____ � • 7REF State Hospital
C
oUR1YAR0 I
Abatement and
Demolition
Buildings 8, 15,
26AP & 26G
y2 1/2 STORY
STORY BRICK
\ 3 1B2RICK 26E DEMOLISH
BU/LD/NG 26AP
• � Mass Development
R(TILDINGO RAIN) E \ REMOVE
cLOSUR ooR ( GAS PIPING' Project Number 04-00'
W�L EACH FL CEL
\ SAW CUT
O (CONC Al
O
1A(WS7T5A IF STRUCTURES \
\ O CAP AT MANHOLE
\ \� REMOVE \ v
` rMANHOLE �O SAW CUT
\ \
PROTECT
STORM DRA/NDAdH-03
INSTALL B'HIGH FENCE
�Z r 1H 12'WIDE CATS r CUT AND CAP AVEMENT
µ1
\ m m REMOVE WATER LINES
55,HWS z qPAUEMENr TO REMAIN
6y. 713—i z \ /
' / 0 6M Issued 1b,Bid
o N
� Madc oaFo Descdaioo
COURTYARD
_
/ PROJECT NO: W32M
REMOVE FENCE — M-44 j FILE: wJzarnDiocw�oi n
DRAWN 8Y: SMH,TMF
=\ n CHECKED: SEN
61,
HYDRANT TO REMAIN \�6` REMOVE SEWER RACK i\ APPROVED By, TMB,MRP
AND CONCRETE
\
STRUCTURE DEMOLITION PLAN
MEMORIAL COMPLEX
CAP4l \ 0 � F SCALE:
ZL IF -
D-101
F
TifttBond
Engineers
LEGEND — BUILDINGS
53 Southampton Road
1 EAST OLD MAIN BUILDING Westfield,Massachusetts
1 NORTH NORTH INFIRMARY 1 1 (413)562-1600
1 SOUTH SOUTH INFIRMARY 1 I
www.tighebond.com
1 WEST AUDITORIUM I 1
1 NORTH WARDS 1 to 4
1 SOUTH WARDS 1 to 4 QO,�
1 CAF. KITCHEN/CAFETERIA 1
2 PUMP HOUSE I i
3 OUT BUILDING Q
4 NORTH EMPLOYEES HOME I 1 Z
5 CARPENTRY SHOP A� 1
6 RED BARN Q' 1
7 STORAGE BUILDING
8 OX BARN `
9 COACH HOUSE OS 1\\
10 FIRE HOUSE 9.0
11 GARAGE
12 GROUNDS SHOP \\
13 SHED s \ `�__ ABATEMENT AND
14 PIGGERY �.p / 14 .
15 SOUTH EMPLOYEES HOME DEMOLITION
16 NURSES HOME
17 MALE ATTENDENT'S HOUSE !1 �\ (Sheet D-103)
18 HASKELL BUILDING (NOT IN PROJECT)
1910 CHAPEL STREET (DEMOLISHEDh
) F,� (- _
20 16 CHAPEL STREET (DEMOLISHED) F` ! / j e
21 24 CHAPEL STREET (DEMOLISHED)
22 RECREATION HALL
23 SUPERINTENDENTS HOUSE
24 219 EARLE STREET (DEMOLISHED) /1
25 51 GROVE STREET (DEMOLISHED) - -_
26C BUILDING C '`,_ L_ \\ ylr 9•
260 BUILDING D
26E BUILDING E
26F BUILDING F
26G BUILDING G
26R RECREATION HALL
26AP BUILDING AP
27 LAUNDRY BUILDING / , 5
28 POWER PLANT (DEMOLISHED) EEt t8 // 9 30
29 BUS SHELTER
30 37 PRINCE STREET
31 ENGINEERS HOUSE (DEMOLISHED
32 BRICK GARAGE
i' \�"'
33 39 PRINCE STREET w �`\ I\ \\ --_-_/ - ( /-�I� =-- 115 \\� A
6 \.� \ C- �� ' \\M 1 CAF. L4 , 7 I I -- SFJ h
w
n uN 0 6. i 1N4 \
�_--- 1S4 J
I 1 26C \\ - _�1 \', �-- \ !/ E 1 K 1 WEST /� tN3 \7 E 4 I1
\\ 15 11 / l 1S3 b-
26R
IE SOUTH ,S2 751 J 1N1 1N2 I 1 /
P DRTH / Northampton
❑29 ri.�� ! \ 11127" \d\ C 1 EAST Ei __---\J�
�` B W U I �, State Hospital
1 E E
y \ 26 26G \ _
\ 26AP > ---- --- b Abatement and
s� //\` /i' \ ^/ II 1s ABATEMENT ONLY OFBUILDING__t'- __-= ,___ _ / \\\
-6- ABATEMENT AND DEMOLIT"OF TUNNELS _. / - - \\\ Demolition
26
3zQ ` \ (Sheet D-102) /7----- ----- -_. \\\ i I Buildings 8, 15,
26AP & 26G
26F
Mass Development
\E 27 // \\\\ // ---------------' ,�-1 \i \- - �\\ Project Number 04-007
ABATEMENT m /
AND -+
DEMOLITION
(Sheet D-101) '
n
Tex
'qS
ST
\ � RO9 Reel
\\ \ O 0 8103 Issued for Bid
LEGEND ... ..
-ee.11oo
PROJECT NO: W328M
E EMERGENCY EXIT FILE: W32801D101SITEPLANSMH
.b FIRE HYDRANT
DRAM BY: SMH,TMF
CHECKED: SEN
B STAIRWELL APPROVED BY: TMB,MRP
-------- STEAM PIPE TUNNEL
Q SITE LOCUS
------ ACCESS ROADS
SCALE: 1"=150'(APPROX)
D-100
8/29/03
TlghttBond
Engineers
LEGEND 53 Southampton Road
Westfield,Massachusetts
GENERAL NOTES: R PROPERTY LINE (413)562-1600
www.tighebond.com
— — — — — INDEX CONTOUR
1. THE ON—SITE UTILITIES ARE SHOWN IN APPROXIMATE LOCATION AND ALIGNMENT.
----------- EXISTING INTERMEDIATE CONTOUR
2. THE ON—SITE UTILITY INFORMATION IS BASED ON A COMPILATION OF A VARIETY OF ss EXISTING SANITARY SEWER LINE
SOURCES INCLUDING: RECORD PLANS MAINTAINED BY THE DEPARTMENT OF MENTAL
HEALTH, THE CITY OF NORTHAMPTON AND MASSDEVELOPMENT; VERBAL so EXISTING STORM DRAIN LINE
COMMUNICATIONS FROM NORTHAMPTON STATE HOSPITAL CARETAKER STAFF; AND FIELD
rw EXISTING WATER LINE
OBSERVATIONS BY TIGHE & BOND.
c EXISTING GAS LINE
4, THE ON—SITE UTILITY LOCATIONS SHOWN ON THE PLAN HAVE BEEN RECONCILED TO
THE EXTENT POSSIBLE, WHERE SURFACE FEATURES HAVE BEEN IDENTIFIED BY THE e EXISTING UNDERGROUND ELECTRIC LINE
BASE PLAN AERIAL AND FIELD SURVEY BY BEALS AND THOMAS. APPARENT
ABERRATIONS, SUCH AS UTILITIES APPEARING TO BE IN CONFLICT OR RUNNING UNDER EXISTING UNDERGROUND TELEPHONE/COMMUNICATIONS LINE
BUILDING FOUNDATIONS, HAVE NOT BEEN CONFIRMED OR REFUTED. tR EXISTING IRRIGATION LINE
5. EXCEPT AS NOTED OTHERWISE, UTILITIES WITHIN ROUTE 66 (PRINCE STREET) ARE LPs EXISTING STEAM LINE
BASED ON LOCATIONS PER THE DESIGN FOR THE MASSACHUSETTS HIGHWAYStix or��r,
DEPARTMENT ROAD IMPROVEMENT PROJECT BY BAYSIDE ENGINEERING. Ossa" EXISTING STEAM MANHOLE
SM" 00 BRDYtN
3 EXISTING SANITARY SEWER MANHOLE SAN TARY
6. GAS UTILITY LOCATION WITHIN ROUTE 66 (INSTALLED SUMMER 2002) IS BASED ONv
DIG—SAFE MARKINGS OBSERVED BY TIGHE & BOND STAFF ON MAY 28, 2003. R3 M" EXISTING STORM DRAIN MANHOLE
ce
® EXISTING CATCH BASIN
� EXISTING HYDRANT �•R•03
EXISTING WATER GATE
or or EXISTING TREE
",..,.� EXISTING HEDGE
PROPOSED FENCE
�y1%Of
—— ——————— LIMIT OF WORK oe'� R cy
PARSONS M
LJ PROPOSED UTILITY CAP 28270
SMMARY
LIGHT POLE r
o UTILITY POLE
9�i(o3
Northampton
State Hospital
Abatement and
Demolition
Buildings 8, 15,
26AP & 26G
Mass Development
Project Number 04-007
o -W/—o3 i::uea for era
M;i Date Descnptm
PROJECT NO: W328M
FILE: W328001011EGEND
DRAWN BY: SMH,TMF
CHECKED: SEN
APPROVED BY: TMB,MRP
LEGEND AND GENERAL NOTES
SCALE: NQ SCALE
G-002
NORTHAMPTON STATE HOSPITAL
ABATEMENT AND DEMOLITION
BUILDINGS
8 155 26AP & 26G
MASS DEVELOPMENT FINANCE AGENCY
PROJECT NUMBER 04-007
AUGUST 2003
SHEET NO. TITLE
G-001 COVER SHEET
G-002 LEGEND AND GENERAL NOTES
D-100 SITE LOCUS
D-101 DEMOLITION PLAN-MEMORIAL COMPLEX Of`'Js
D-102 ABATEMENT AND DEMOLITION PLAN- BUILDING 15&TUNNELS PAte
No.37834 a Fi30tJ8 n
D-103 DEMOLITION PLAN- BUILDING 8-OX BARN
D-501 DETAILS 1
g�os
D-502 DETAILS 2
Tighe&Bond
Consulting Engineers
COMPLETE SET 8 SHEETS
w3288\Di0\COYER
Tighe&Bond
Consulting Engineers
Environmental Specialists
W-3280-10-02
January 16, 2004
Mr. Anthony Patillo
Building Commissioner �° �, 2 0 2004
212 Main Street- Room 100
Northampton, MA 01060-3189 -
Re: Northampton State Hospital Demolition at
Memorial Complex
Dear Tony:
The enclosed plans are provided to keep you informed regarding the ongoing demolition work
at Northampton State Hospital. This demolition project includes two buildings of the
Memorial Complex that are labeled 26AP and 26G. Also included are the collapsing Ox Barn
(building_8) at the north end.of the site and several underground steam tunnels that currently
connect buildings. Costello Dismantling Inc. is the demolition contractor and will be filing the
demolition permit application.
In preparation for the building demolition, hazardous materials (HazMat) remediation has
begun at the Memorial Complex buildings and asbestos.abatement is scheduled to begin next
week. Trident Environmental,is the subcontractor removing%HazMat and Air Quality Experts
will be performing asbestos abatement. Tighe & Bond has reviewed their qualifications and
has licensed monitors on,site frequently during this work: Once we have inspected this work
and found it to be complete, we will send a clearance notice to you.
We would be happy to meet with you and tour the project at your convenience. Please call me
at 572-3279 anytime.
Very truly yours,..
TIGHE & BOND, INC.
Sara Northrup
Graduate Engineer
J:\W\W3280\D010-MEMORIAL\BLDGDEPTLETTER.DOC
Copy: Alan Delaney, MassDevelopment
Tom Berenz, Costello Dismantling
53 Southampton Road, Westfield,MA 01085 Tel. 413-562-1600 Fax. 413-562-5317
Offices: Bellows Falls, VT;Middletown, CT;Norwalk, CT;Pocasset,MA and Worcester,MA
Original printed on recycled paper.