8359_SITE PLAN - DPW - SUFFIELD ST. `
/
59
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} ~---~ ^ /an /
-DOW
5jv
' I 'own of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-7 6-0400 Fax 413-786-9927
May 10, 2005
Mayor Richard A. Cohen
36 Main Street
Agawam, MAO10 1
Dear Mayor Cohen:
At its duly called meeting held on May 5, 2005, the Agawam Planning Board voted to approve the
Site Plan entitled "Renovations for the Public Works and Municipal Annex., 1000 Suffield Street,
Agawam, MA 01001" prepared by Reinhardt Associates and dated February 23, 2005 with the
condition that the comments contained in the memo from the`Engineering;department darted May
5, 2005 and attached be addressed.-
If you have any questions, phase contact the.Planning Office.
Sincerely,
Y
Dennis B. Hopkins, Chairman
Agawam Planning Board
cc: Clerk
J. Stone
Building
Engineering
File
`r w
TowNoFAGAwAm
INTEROFFICE
MEMORANDUM
-
�A�4 Ma
To: Planning Board
CC: J.P. Stone, File
From: Engineering
Date: May 5,,2005
Subject: DPW Facility& Municipal Annex- I000 Suffield St.
Per your memo dated Mayo,2005,I have reviewed the site plan titled, "Renovations for the Public Works
and Municipal Annex, 1000 Suffield St., for the Town of Agawam,by Reinhardt Associates, dated 04-28
05." I have the following comments.
1_. The new sanitary connection which is proposed in the southern side of the building should
have cleanout structures added just before the two 8 ft. radius sweeps.;
2. The proposed elevations of the top of the N.E.M.A. antenna pad and top of the antenna
should be added.
If you have questions, please do not hesitate to contact our division.
Sincerely,
v L
�Ge It J. oym ,P.E.,
T Engineer
SASP1457 DPW 1000 Suffidd\mvim l.wpd
a
'Town
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 13-786- 400 Fax 413-786-9927;
MEMO
O
TO Engineering Department,.Fire Department, Police Depart ent
FROM:: Planning Beard
SUBJECT: Site Flan 'Agawam DPW Site Suffield Street
DATE: May 4, 2005
Please review and comment on the attached Site Plan for Agawam DPW on Suffield
Street Friar to the Board's May 5, 2005 meeting;
Thank you,
AGAWAM PLANNING BOA
Form D
Application for Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to:
Agawam Building Department
36 Main Street.
Agawam,MA 01001
1. Name'of Business _ g Public works & -Municipal Annex
Town of Agawam Pu _ --- ..
Address 1000 .Suffield Street, Agawam, MA 01001
Telephone. 413-786-a400 Fax 413-786-9927
2 Name of Applicant/Owner `... .Town of Agawam
Address 36 Main Street, Agawam, MA 01001
Telephone 413- 786-0400 _Fax. 413-786-9927
3. Name of Engineer/Architect Reinhardt Associates, Inc.
Address 430 Main Street, Agawam,' MA 01001'
Telephone 413�-786-9600 ' Fax- 413-786-8699
4 Please-give a brief description of the proposed project:
The former Spartan Manufacturing Co. building will be converted
and renovated to new offices for the DPW, Engineering Dept. ,
Dept. of Inspection services, Vehicle- Storage, Vehicle Maintenance
and office space for the Massachusetts Emergency Management Agency.
`" cn
m
Revised 8/14/0345
�.
r,
REINHARDT ASSOCIATES, INC Letter of Transmittal
Architects Engineers Interior designers Planners
430 Fain Street Agawam, MA 01001-1827
T: 41 -786-9600 F: 413-786-8699
E-Mail: mhatchett@reinhardtassoc.com
DATE: 4129/0 a PROJ. NO.: 03-1814
TO Town of Agawam ATTN: Nic Urbinati
Building Department Inspector of Buildings
6 Main St:
Agawam,MA 01001 REF Renovations to
Public Works and Municipal Annex
Agawam, MA
PLEASE NOTE:
WE ARE SENDING YOU tI;I Attached 0 Under separate cover,
0 Submittals f Shop Drawings 0 Prints; 0 Samples
C]Copy of Letter 0 Specif lotions 11 tither:
COPIES DATE; NO. DESCRIPTION ACTION
1 4129/0 Application for Site Plan Approval 1,2,3'
10 2/23/05 C.1 Site Plan and Details' 1, :,3
ACTION CODES:
1 For Approval 4 For Review and Comment T Comments Attached
2 For your use S No Exceptions Taken° 8 Rejected
s As Requested 6 Note Markings 9 see Remarks Below
REMARKS
rV
QJ
C>
COPY TO: Pile 03-1814
SIGNED: My-Ran Hatchett crt >s
(if enclosures are not as noted please notify us at once,)
LIMIT OF
CONC
RETE PAD
- --�-w----ROi11+iDE=D GONG. TOP
CONCRETE ASPH T POSITIVE LIMITING BARRIER
PAVING OR T IL (SEE DETAIL F THIS SHEET) 6" 0 MIN. CONCRETE
FILLED PIPE POST CONTRACTION JOINT AT
.. :' ,- 71 r. #J� I2. E.H. CENTERED : 5 O ON CENTER BEI'WEI"N. ..
0 FILL -S S!'EGWICATIONS �' FILL PIPE WITH CONCRETE
.� �• EXPANSION JOINTS '
o SEE SITE DRAWINGS - ""_AND PAINT YELLOW
FOR PAD SIZE EXPANSION JOINT
6 xb
11
SLOPE CONCRETE SEE 51TE'DRAWihIGS
SAWGUT EXIST. # 20-0 .ON CENTER
PVM"t
f W2.axN2 cI YVWW}' FOR PAD SIZE
3/4,1 V OR= GROOVES -
3/4 CHAMI� 4 GONGRI^T'E 5tDEWALK
a S y 1
... . . ., ..,.,a_ � SLAB REIt+IF. W/6-xb rr 00
3/ GEN]�RS _
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r ��
IO MAX. FR DISPENSER NOSE. .. .: a.. ., .
GTED GRAVEL BASE
�,
- - COMPACTED GRAVEL BASIr o ARCi`-iT]T~G"!�
ti 3 VAPOR PIPING' # :b . ': -
fill Jill
, .. . z
i _iI�T1 ENSINEll
T!'I 1T E POSITIVE IM VE L EYING B IER H _ 7
5 ALL BE N ,5 GO T1 `V �
"
e
,r a 2 PRODUCT:.PIPE !N GOMPA D rr TOP I�1,W,F AT JOINT
SQUARE GROOVES5 1 COMPACTED
3/ x 3/4 DEEP ON 4 3/4 GENTI;RS 8
1NTEHN R DESH5
u 3 CARRIER SI1BG R , . COMPACTED ` DE OR, FILLER
CROSSCUT :ENTER NEGTING GROOVES EQUALLY SPACED ON . : L.r •' •,
`-� GRAVEL BASE
- 1, UND15TURB _ UNDISTURBED MATERIAL
MNS"fFi�1CI<7�J1\I Mill MT.
MIN. 48 MA . CENTERS. THE OUTSIDE GROOVES TO BE AT THE MATERIAL � �.
LIMIT OF HAZARD AREA, AND THE POTENTIAL SPILL AREA TO
13E WI TH15 AREA. GROOVES MAY BE SAWGUT OR SCORED E1 TU125EED SOIL
INT E CONCRETE MAT AND MUST BE KEPT GLEAM AT ALL � 8rr ry
E5. LOCATED AROUND PERIMETER OF DISPENSER AREA
CONCRETE PAVEMENT.
430 XWN STREET
POSITI1/E LiMITIN�7 5 R rE1L : 413. 7E36. ar�Il
� TI��I T#��LJ �'I�' N T
UAL �LS�'�NSING I��r� l��T� Ai�7 n���I � G+��Gfi�T�' �"�� DETAIL � GDNG�� I�7��I�LfC �a�G�`IQ
5i N.TS.
�C�LL L
SGA#..E. N.T.S.: FAX :4 1�. 7e6. 8599
SGGAL� N,Ta SG�. N.TS. �iGJ�L.�. NTS. SGI�, N.T,S.
SAW GUT EXISTING BIT. CONCRETE
PAVEMENT AFTER EXCAVATING TRENCH r/ STAMP:
AND PROVIDE HOT B1TUMIN SEAL WHERE
ExisTIN6 PAVEMENT
FRAME $ COVER NEW BIT. CONCRETE WETS EXISTING
------- LEBARON FOUNDRY ING.. 21-0"N/N 2'-•O"MIN. ( I
GAT, NO.LK-110 OR
I
APPROVED EQUAL
FIN.GRADE. -
....... .....
o°a o 000
AREA
SET FRAM IN FULL � o0 0°o a ° o°o°o°� � r
MORTAR BED (TYP.)
. ; +~ •:. •,, . ADJ115T TO GRADE WITH .
WARNING TAPE (PLACE WITHIN 18" OF 1 RE - GRADED
BOTTOM OF PAVEMENT OR FINISH GRADE
2., ,. ccvt±tsr�s o>r n+ ca, r „i OF LAY�N1 I
RIN65 4 MORTAR
„ ASPHALT COATING BRACE OR i3ATTER TRENCH I^IALL5 AS I
z • • REQUIRED FOR STABILITY
j ;°: ECCENTRIC GONE SECTION q'-3"Ab'GONG. PAD B
U D Q OR FLAB'TOP SECTION` � MAXIMUM TRENCH'WIDTH AT TOP OF LIMIT CF
it.r �b. •s. . � "� . :PIPE•-O.D.+2, NOW
(MIN. 3' FROM BLDG)
MH t2IC�5 '`r a'x5' GONG. LANDING
PIPE A5 PER PLAN
x PRECAST GONG.AS PER
SEE 5PE0 FOR CLASSIFICATION .•O* '� � I
•
sY
MAI�IUFAGT CHAIN LINK FENCE CHAIN LINK FENCE
' STANDARDS.PREGA5T GONG. AS +�
- - - _ _ . INITIAL BAGKFILL q - Y _ C 8 BOLLARD (TYP. OF 2 AT .■�'"" BY OWNER N.I.G
B OWNER( N.I.GJ ( J
PER SUBMIT SHOP DRAWINGS EACH APRON
f
BUTYL RUBBI=R JOINT NOTE: � :�• � /
HAUNGHIt�1G BEDDING, HAUNCHING AND INITIAL'SAGKMLL k
4-o (TYPI GA5KET (TYP) -:. 1 10 x !b GONG. APRON r
SHALL BE SAND/GRAVEL KITH 100%
• • • b'-4" DEA. WHERE REQUIE�D . ,. . • �
BEDDING PASSING A I"`SIEVE COMPACTED TO 8596 INV. - 141.40
-- _ -- - - - (MIN) PROCTOR DENSITY AA5HTO T-q�I OR PIPING IO OUT FROM BLDG ,
v � - � • , 6 HIGH CHAIN LINK FENCE
V ; ;r• CRUSHED 5TC31�E BY PLUMBING GDNTRAGTO� , " Io' FROM TANKS(5EE SPECS.)
• 4•
SODOM
COMPACTED SODOM
.•.....
SUBGRAD OR cv GENTLE SWEEP (S'MIN. ,r "".. ss , doom-
-0 . 1.a2 r DEMO EXIST. RAMP ff
NEOPRENE SEAL TO a; RADIUS) ss ---- .r.� i� IO` NIDE ELECTRIC CO.
UND15TMBED I SODO• ; , � � REPLACE IN KIND RIGFIT-0OF-WAY
aC _ .. CONFORM TO ASTM G-443 MATERIAL 'x' a� r CONTRACTOR SHALL � L ;
�' 4 t �1 j5ra2 t�o.se ?�:.:.-�.�.• .: � _ DEMO EXIST. GONG. WA L
RESTORE TI Its AREA TO A
p r+ REPLACE, IN KIND ST, o GAL. FUEL TANK SCALE: AS SHOWN
� � . _.. � CONDITION EQUAL TO WHAT ., � ,
.i•,- � TO BE MODIFIED AS REQ D
4 , t 1 �I�AL T�N4IT1 DETl'�I L EXISTED.PRIOR TO ,.,• 2 S I^11DE 6ATE5
fs1 9 - RE EXIST'. GATES AND TO MATCH THE NEW 6000
»._ CONSTRUCTION ;50 DATE: 02-23-05
1�1LE: N.T.S. FENCE AS NEEDED TO �RADE LAWN AREA U IFORMALL' GAL,FUEL TANK
...D!► O L GONG. PAD EXIST. GONFIGURATIDN. REMOVE
. � : ... • •, ..a.► �.05 CREATE NEW 3rhIGL05URf < c � FR M LEVEL 0
a. .:... SHAPED, �5
ED;BRICK INVERT .�.+
,� � .r+► o � PAVEI�QENT � EXIST. FUEL PUMP $ INSTALL D1:2AWN. RTI�/AID
I2 COMPACTED k>
r NEW SUBMERSIBLE, ETC.
. . .. . . REMOVE MANHOLE AN1� I t
. CHAIN L I � FE�EGIw AND G S TO F
' _GRA' FLEXIBLE 1 _ , _ .
VEL OR CRUSHED E RUBBER PLUG PIPING � {3) ELEC. CONDUIT(E:CGAVATl4T�1 s r
MATCH E�1�tG' , I 2 6,000 GAL. E=IJI;L TANKS CHECKED: EZ CM/tJCG
STONE(5£E SPEC) c 1300T(TYP.) AND BAGKFILL ONLY/GONDI/IT ANI? k + r NE W TANK 4
PVC TEE WITH
/ / a - t ;k Ib' WIDE GONG. Akb MA GH GRADE f + ]
/ ( r RELOCATED TANK SEE
(O NEW ONE
,1 •: ts�.1 'WIRING BY OrHi=RS SEE � � t
HOLY TO GLEAN PROD,iE?: 44-1814
4 PVC PIPE AhED - , �r r r
10"A GONG.APRON ELECTRICAL PLANS FOR DETAILS AT BIT. GONG. PAVEMEI 'A SEE r DETAIL 15HEET A.13)
COMPACTED 5U8GRADE_OR CHIMNEY k r
UNDISTURBED MATERIAL I=ITTlNG5 A5 NEEDED =k AND CONTINUATION) ARCHITECTURAL PLANS 1`�Q DETAILS) f
TER AL GONTRAGTOR TO ASSURE _
,o� r FILE NAME. 1814 SPR C.1
NOTE-!.- I. PRECAST R 5� �'
REINFORCED CONCRETE M.H. BASE GONE AND � r • .. '
,_ r , r FENCED AREA 15 NOT Y41THIN
4 � PVC � 10 b"x5 GONG. PAD (5 FROM .t .. 2 39 WIDE,b HIGH GATES ,
$ ,:. k ' RIGHT-OF•-WAY
RISER SECTION PER AS.T.M. G-4�S � � ca�p.S� � BLDG & EXIST. FENCE AND 3 E .REV; 04-28-•05
I SAWGUT PAVEMENT �., r +
FROM I�FENCE)
2, ALL PRECAST CONCRETE STRUCTURES TO BESUFFfGIENT �; •$ s _
1PING FROM BLDG TO " BOLLARD (TYPO b) .� `-~ •"�" ., + I REV:
TO WITHSTAND AASHrO W52O-4Q• LOADING L/WATER SEPARATDR'BY
A
STEPS (TYP)
1' UMBIN& CONTRACTOR ` LIMIT
INV. 145AO I1�IORK �-�• � � + 3
ANCHOR PVG PIPE TO MANHOLE j . {BUR " 1�1•��. \\
G SANITARY M �5N t
N LE WALL W1TH STAINLESS STEEL STRAP o ���
OILYWATER SEPARATOR � `
%ALE. NT5. AND LAG (BOLTS(MINIMUM 2 � )=
.., . k'• 2 -• 2" PRODUCT LINES
(5 UTILITY DOTE 5) W1TH 5 SECONDARY
5TRAP5) 15k:o5 !' ..:'I
CONTAINMENT PIPE \ l r r I cO Cn
NV. _ 145.65 114
5' x 5' GONG. LANDING S" BOLLARD (TYP. 01"2
AT EACH APRON) t r - + I 1
GENERAL NOTES: LIMIT C3I✓ D 28 X 32 FUEL , r 25 x 22 8
HORK DISPENSING PAD ,�� � , i GOING. PAD PROJECT TITLE:
1. SITE GOND1710N5 COMPILED FROM TOPOGRAPHIC SURVIy'C OBTAINED FROM AGAWAM DEPARTMI=NT OF PUBLIC •' .. 1D x f8 GOING. APRON 5 T PAVEMENT AS
A 40U P M
WORKS ON DULY 28.2004 PLAN ... � I f I
L.A OF LAND,�fOW OWNED 8Y SPARTAN SAW WORKS A D1V1510N OF PVC ELBOW TO 51T ON ,
1 N 1N T
, r
EEDED TO 5 ALL PAD
4 TYP. OF 2 �
AR ;
. . : t ( ,I r +
!
MSTRON G B UM MA FA L NU GTURING Vf RE 510N5 NEW ADDITION fi0 PLANT
L NT � 4000 GAL GA5 TANK DA CONCRETE APRON AMID I r ,TBD .IDLY i!, .. . . . . . . .-. �" � r r RENOVATIONS
AND PIPIN r
$ BO RD (TYP. OF 2 AT S% �.1 r_ r +
hlSd AND LIMITEDT5 � r
TAPE MEASUREMENTS AND SITE<DBSERYAT10N5 BY REINHARDT ASSOCIATES, EXTEND INTO CHANNEL �'°*.�- � A !
TES, INC.I�tC. EACH PROI`4I 1�~e .a..r r i + I I' FOR THE
j
r
2. f�+►► + �+ �r
EXISTING UTILITY INFORMATION _ _ t RMA ON TAKEN FROM PLOT PLAN 8 DETAILS SHEET'
( PLBG GD I NEW"PLANT . . . . . , , , , . . . . . . . . . . ts�.z � .�.�++ ..� �- � r
)1 1 . :.:
. . . � PUBLIC WORKS
. . . , . . . . . . . . :. 5 x 5 GONG. LANDING -� ..
CONDUIT F HJEL e-. •. r
FACILITIES,GROMPTON $ KNO P . . , ., . . . . . . . SAWGIIT PAVEMENT AND GO OR ... ., k WLES AGKlNG CORP., AGAWAM, MASS. ':PREPARED BY. MUNSON � MAL.L15 INC. 4 � , f
5PRlNGFIEL.D, MASS. DATED. .AUGUST 22, 1�16D.
AREA
E '` 1 + I AND
',. .., , REMOVE BIT, BERM AS � 1 a5i,2a DfSPENS1hIG A ��,
NEEDED�O INSTALL PIPING SEE UTILITY F-IECTRIGAL 4 CONTROLS
1 � n�uNtI�►AL ANNEX
3. :
EXISTING SITE CONDITIONS N M NOTE b / r
G ND 0 5 COMPILED FOR INFORMATION.ONLY AND ARE NOT'WARRAI�ITED"f I �
O BE AGGIJRATE OR /
P N UNITS ON RAI5EI:3�
W'IIERE REQUIRED, NEW D!S .ENS{_GUN
COMPLETE. CONTRACTOR SHALL VERIFY E1CI5TIh1G COhID1T! N I Q 5 N THE FIELD AND REPORT ANY DISGREPANGIE=S TO MAtTGH ..
5 DPED GONG. In1ALK TO BIT. BERM TO MATCH .PAD (SEE ARCHITECTURAL t - ., • ... .: r + r
THE ARCHITECT 1N WRITING PRIOR TO COMMENDING CONSTRUCTION. EXIST. G E AT CUTTER LIh1E EXISTING _
-- PLANS FOR ?ETAIL5) r r rk
4REPLACE
EXI T. v.G.5 ..THE CONTRACTOR SHALL OBTAIN Nlr " ,... .,. .. , ... ..... ., r
ALL GE55ARY AT LEAST 7 DAYS PRIOR TO GOMMENGING WORK AND ••�y f 4 6
t �f A W1D)r SLOPI~D __ . . . .. .. f r 1
NOTIFY S1WER`UNDER HG MP
y / .,., ! k
O I=Y THE.ARCHITECT- APPLICABLE . 1 ,k ALL LIGABLE MUNICIPAL DEPARTMENTS PRIVATE UTILITY GOMPA f + FUEL ISLAh1l7 AND
NEE5 AND DIG SAFE. i � . , .. .:.,,. :..., ,. ,; .,. r I 't
LONG. WAL (1.20 MAX.) �� " � .,. .,:.•. r:,, � � r
'
SCALE.- N.T.S. WITH b 0 PVC (SLEEVE ` �., : r t r + k TANKS DELETED
. .. � f f r
PERFORM5. ALL.WORK IN A:PROP THROUGH FOOTINGS AS 4 r #
ER SAFE EXPEDITIOUS AND WDRKMAhtLlKE MANNER ! 1 [I � ... . . VIA�) t
N ACGORDAAIGE WITH ALL _
.. _s r ...
.�. 4 6 SQ. LEVEL � . .� ,. .. ,., - ,f
MEMA ANTS ON 2 ... - . I r. .., .. s . .� tn, k 1000 SIJFFI #.D STREET
APPLICABLE 1=EDERAL STAVE AND MUNICIPAL LAWS CODES AND REGULATIONS. �` ,. . ••. . . NEEDED � r ' .ri .,... .. ,•• .. Iln REGULA aNa
PRIME GOAT` SQUARE GONG. PAD �, � LANDING AREA )
1 , r AGAWAI♦A MA 01001
S)iAGi=GOUI HG RAMP (SEE
r
b. COORDINATE THE SITE V+[ORK WITH !-�LI_t^fORK TO BI:: P!"RI~ORMI.�17 BY 01NER5. - ; Af�G1�ff'iEGTi1RAL PLANS ., . r rt IIS" ALANT BASE GOlSE' `a' r k
- `. � �' �- ,•, . ;:•:�, �, r r r NEW PAVING.
R TYP. !
FO
R DETAILS'
1
T Imo-MOLDED RI�GRADE N:AREA tie Y OWN1�R
PROTECT sti. B
G ALL BUILDINGS, PAVEMENT, UTILITIES TREES AND AN AP TACK GOAT. , . � rk r
r L DSG E AREAS, WH1GH ARIw TO REMAlIV REPAIR /
XlST. INV.
r
A _ E - 1 EXP EySI�N (FORM 1 UN Y FROM { WA
b 5 E
i7 v. v.... v...e .r�... . .w a ✓.�i..-r..v a�f�... ... � f .• :. +..�..+..• ,. I.. 1,
EAM�f A}�R R.��7(3RE �.. ITEM� TC:,A GQ#�DITlflt� EQUAL �'D OR BETTER.7"ktAN€3EI�TII�� IDS � ' .� . . .�..�.. � . ,, ..., ,
# GCG� _� 1 I ^ +
. . JOINT FILLER N `O --� � 145.!t`, � 1
CONSTRUCTION. ,., ., ° � TYP � T Tod of EXIST. CURB .� � ,I , � � r
p b . wrarra' f I
8. SUBMIT SHOP .
, ! f
DRAWINGS OF M ALL SYSTEM COMPONENTS AND GERTlFICATI=S OF GDNF- ,. ° � .- • .,012MANGE FOR ALL �V •. DEMO"EXIST..S�EPS AND � �_� ..
\" a . _� �. wry+'
. . . _ REMOVE � DISP >
y
MATERIALS. - fi _
ENSURE THAT ALL STRUCTURES AND UTILITY SYSTEM M CO PONEh1�"5 SUPPORT AASHTO H520 44 � e a e o GOI�TRUGT P ARGHITEGTURAL
O �_�
o IT
O tV EK 5 . SHRUBS t r
LOA ITV A o a
a ^"""""�
D GS LL POURlwD IN PLA ...�
GE CONCRETE SHALL BE 5000 P.S.l. AIR ENTRAihIED GONER TE -�E . ALL REII�FORGING •,. .;. " . . , _ PLANS. ..a. +
2 Q I/2 _ _ :__ >_ RE6RADE 4 SEED!
STEEL SHALL BE ASTM �'c0l'S GRAPE bC1.
2 -L c ., ._. .�:..:::.: ;,�_ Irx15T. &A15, � / �� ✓ ! !
.. „ ,• �• 1 a 1•---I I -9 1[- ! 1 �, L1 � � i 3• t, t , q . ..� - r ! '
° o SERVICE - -- &ENTLE,5WEEP k ---SAWGUT PAVEMENT
a a - �` r
li I /, +, f
q o - . r3 MIN. RADIUS /
UT EXISTING PAVEMENT WHERE REQUI AND MATH I ,1 __ ._1
r RED, G EX STING GRADES WITHIN LIMITS D1= WORK. ..�. a O EX15T.-8 ---r � . , r
COIITRAC�IOEa ,I011+lT EXPAIJs�o�. JOINT �.� � �.---.�-�-.�1---.�1: .._ ._ .�. � .�a ��� __
"A "�_. - .___�- J f f
.. __ - _
1131
-_
10. .ALL AREAS DISTURBED BY NEW CONSTRUCTION NOT COVERED BY BUILDING, PAVEMENT,WALKS, RAMPS OR PADS � r
SHALL BE LOANED AND SEEDF-D: COMPACTED REMDVI� 4 DISPOSE
I�NG (Si= LINE r as f
SUB-BASE OF EXIS . 5HRUB5, / ` iTlITf TE ?� -• -- .y y t �: DRAWING.
fl, A REG 4 5 145' `� _- ___
1ITARY MANHOLE G r
ALL 1rX15TING SITE MATERIALS BEING REMOVED FOR NEW GON5TRUGTION NOT$EING REU5ED ON-51TE TO Bi" �'--
LEGALLY DiSP f= \ _ iaa P OSED O .OFF SITE 13Y THE GONTRAGTDR. � � � 1q �� � ,
. � � - 3-_Y ,,( EE IT�I�OTE � g)` r r . . _
TY�', OON JOINT Y4 (///W��] �J ���+� �� .�_ r pp�� i T PLAN
� � L ♦ ■ 1 : � L V � NT.k 1. \. \. \ �•. .�.4. 1. ti ! r...�... W LAfI. f SITE�
12. CLEAN UP AT THE ` MP TIOIV - _ �- -
GO Li= OF THE PR0.3EGT. LEGALLY DISPOSE OF ALL DEBRIS OFF 51TT" IN ACCORDANCE ( � � .�, - ,
. N.T.S.N SCALE: N.75.
WITH ALL APPLICABLE '�� -� 13 (� -.. _. ��. _ r i
BLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS' - LIM
�I' -�-- �� _ -~ N
UTILITY NOTES: 7� ��3 ��� - -- _ + r DETAILS
r f TOWN STANDARDS SHOULD BE FOLLOWED FOR SITE UTILITIES. DETAILS A5 SHOWN IN GENIrRAL REFLECT TOWN
STANDARDS. SHOULD THERE BE ANY LOCATIONS WERE THE5E 5T'ANDARD5 CANNOT BE ADHERED ---------------------
I.
TO DUI= 7i7
�s U
r\`. fit. `tip,- ` �.. •`_..
CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO GOMMENGING GQNSTRUGTION. , � � ----------------------
2.
UTILITY SERVICES TO THE FJCISTING FACILITIES SHALL 6E MAINTAINED IN SERVICE AT ALL. TIMES DURING :NEW - r`
-------------
CONSTRUCTION, --- r f
5. ALL EXI5Tl UTILITIES.BEING ABANDONEDIN.PLACE OR NO LONGER REQUIRED 1N SERVICE DUE To NEW
CONSTRUCTION SHALL BE'PLUGG1wD1GAPPED OR REMOVED IN ACCORDANCE WITH 'TOWN STAI�IDARDS.
a
4. ALL SEWER PIPE TO � SCHEDULE 40 PVC,UNLESS NOTED D7'I.1ERW15E. SIZE AS SHOWN ON THE DRAY+i111G5. /1�+ 71
*...
5. OIL/HATER SEPARATOR SHALL BE 1,500 GALLON CAPACITY STRUCTURE,ROTOhIDO MODEL NO. GT bx10-15 OR � + r
CID
APPROVED EQUAL WlTT-1 A MINIMUM OF TWO 30-INCH.AGGi=55 PORTS AND GONERS. COVERS SHALL BE PLACED AT
FINISH GRADE BEARING THE LEGEND "SEVER°. SITT:CONTRACTOR SHALL PROVIDE STRUGTURI:, ACCESS RISERS,:
FRAMES AND COVERS. ALL VENT PIPING IN AND OUT OF SEPARATOR AND PIPING WITHIN 10' (,F THE BUILI7M TO
f I
13E PURCHASED AND INSTALLED BY PLUMBING`CONTRACTOR- SITE CONTRACTOR SHALL COORDINATE 1NITI
APPLICABLE TRADES AND PROVIDE CORE OPENINGS IN THE SEPARATOR, AS REQUIRED.
b. PRIOR TO INSTALLING THE OIL/WATER SEPARATOR OR ANY PIPING, THE SITE CONTRACTOR SHALL LOCATE AND 4" 0 STL.;PIPE (PT)
GROUT INTO SLEEVE Q05
OBTAIN THE INVERT OF THE EXISTING WATER AND 6A5 Lih1E5 SOUTH OF THE 5111LDING AND SEWER.LINE AT THE:
PROPOSED MANHOLE LOCATION TO ASSURE THAT THE PROPOSED SYSTEM PIPING CAN BE INSTALLED AS DE5IGNED. � A
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. A DROP'INLET AT THE NEW MANHOLE
CAN B!=USED TO LIMIT THE AMOUNT OF EXCAVATION A5 LONG A5 THE MINIMUM SLOPE OR COVER ARE MAINTAINED..
T. PIPING EXITING THE OIL/WATER SEPARATOR SHALL.MAINTAIN A MINIMUM SLOPE OF 1.0 PERCENT OR MINIMUM COVER � GRAPHIC SCALE
OVER PIPE OF 42", WHICHEVER 15 GREATER.
ST1. SLEEVE
8. THE CONTRACTOR IS RESPONSIBLE FOR THE INTEGRITY 01='THE EXISTING PIPING WITHIN T'T-iE'LIMIT OF WORK (SEE...
�o a 70 �o sa tsa
GENERAL NOTE -1). CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT OF ANY IRREGULARITY OR UNSUITA5LE DO Cal
CONDITION OF:PIPING OUTSIDE 01= THIS LIMIT THAT WOULD HINDER PROPER f3P1:RA'fIOI�I.
TYR 162AS PUMP PIPE ( IN FEET )
5,4YiGUT PAVEMENT A5 REQUIRED TO INSTALL PIPING,NEW STEPS AND RAMP. PATGII PAVI=MEND' IN ACCORDANCE B LL 1 0 f
WITH MASSAGHUSEM HIGHWAY DEPARTMENT 5PEGIFIGATION ,SECTION 412,BITUMIhlOUS CONCRETE FOR PATCHING. SCALE: N.T.5 ;
ROUNDED CONC.TOP
LIMIT OF
rE PAD POSITIVE LIMITIN6 BARRIER
CONORETE,IA665 T (SEE DETAIL F TH15 SHEET) a" (V MIN. CONCRETE CONTRACTION JOINT AT
PAVINC7 OR I L FILLED PIPE P06T 5-0" ON CENTER BETNEEN
#5 a 12D E.H. CENTERED FILL PIPE Hn CONCRETE EWAN51ON JOINTS
FILL - IFICATION5 YELLON
SEE SITE DRANIN65 AND PAINT EXPANSION JOINT
FOR PAD 51ZE MIN05 20'-0" ON CENTER 1
SLOPE CONCRETE Mr SEE SITE DR
N2.cIxN2.cI FOR PAD SIZE
5ANCA)T EXIST.
PVMT 4" CONCRETE 51DEKALK
3/4" CHAMFE
OROOVE-5 . "I I SLAB REINF. W6Nx&"-
5/4" V OR A 'A
4 H2AX00A N.h..F,
476
4
4-31-f 06EN7ER5 74�1-!It*:"44�-.
oval*
/�-7 514" COWACTED 501L ARE.3-inlEETS
6RAVEL BASE
COMPACTED 6RAVEL BASE
to, IV AX. FR D16PENSER HOSE.
MM ENEHNEERS
5" VAPOR PIPIN&
STOP NAP, AT JOINT
41 5" MIN. COMPACTED
iNrrEFUDR CIESISNEERS
COMP -7RAVEL BASE FILLER
COMPACTED 5k"RAVE OR C
2" PRODUCT PIPE IN MSN4r.
THE.P051TIVE LIMITIN6 S IER SHALL BE 5 CONTI V, OR 5UE36 MNSTRUL
CARRIER UNDISTURBED MATERIAL .
SGUARE (65ROOVE-co 5 x �/4" DEEP ON 4 5/4" CENTERS UNDISTURS
CROSSCAOT I TER NECTING 6ROOVE-5 EQUALLY Air.,ED ON MATERIAL
MIN. - 45 A TER5. THE OUTSIDE 6ROOVE5 TO BE AT THE
LIMIT OF HAZARD AREA,AND THE POTENTIAL SPILL AREA TO u 0 SOIL
BE h THIS AREA. 6ROCVES MAY BE 5ANCUT OR SCORED
IN CONCRETE MAT AND MUST BE KEPT CLEAN AT ALL 430 NWN S I FIEE
E-51 LOCATED AROUND PERIMETER OF DISPENSER AREA ASAWAM. NfiA 0 100 1
CONCRETE PAVEMENT.
TEL 413. 785. 950113
90-11, 692
-TE 510r:HALK 5ECTION
FUEL VISPEN51NI67 EAD V DETAIL rE3 CON09= PAD DETAIL ONOFT. FAX :41:3. 786. 6699
P05ITIVE LIMITIN& BAREMR SECTION THRU PIFIN67 ig SCALE: N.T5. SCALE: N.T6. wALE: N.T5.
SCALE: N.T.S. WALBXT6. 51GALB. N.T5.
STAMP:
SAN CUT EX15TM 131T. G0N(.,f<t"1t
PAVEMENT AFTER EXCAVATIN65 TRI EXISTIN6 PAVEMENT
AND PROVIDE HOT BITUMIN SEAL N�ERE
FRAME 4 WVI---R NEK BIT. WNCRETE MEET5 EX15TIN&
LEBARON FOUNDRY W. 2�-011 2'-0"MIN.
CAT. NO. LK-110 OR
APPROVED EOUAL
__v
Z
FIN. 6RADE 2u:= '6' AREA
ji 00 #!7-
SET FRAt-T IN FULL .00 0 054.-S=
MORTAR 5EV (TYP) HARNIN6.7 TAPE (PLACE NITHIN 16" OF R E GRADED
BOTTOM OF PAVEMENT OR FIR15H 6RAIDE
ADJU5T TO CRAVE HITH
OF PRE-CAST OF LAW
COURSES
RIN65 4 MORTAR
1A BRACE OR BATTER TRENC14 HALLS AS 4-5"x1b' 0ON0. PAD B
ASPHALT WATIN& FOR STA151LITY
REGUIRED
LIMIT OF (MIN. 31 FROM BLD6)
ECZENMIG CONE SECTION MAXIMUM TRENCH P41DTH AT TOP OF NORK
OR FLAT TOP SECTION PIPE=0.0.+2 5x5' CONr,. LANDIN6
PIPE AS PER PLAN *1101% dopwo
A, SEE SPEC FOR GLA551FICATION
sm 5pr:rl PRECAST CONO. AS PER CHAIN L114K FENCE CHAIN LINK FEN(E
MANUFACT. 13Y OMER N.1 L) 6" BOLLARD (TYP. OF 2 AT BY OMER ( N.tL)
- - - - - - - - - - - - - - 5TANDARVS.FRE0A5T CONO. AS INITIAL BACKFILL-i'� EACH APRON)
PER SUBMIT SHOP DRANINC-6
< -NOTE,
z
j/
BUTYL RUBBER'JOINT HAUNCHINEE, BEDPINC7, HAUNCHINO AND INITIAL 13AGKFILi- I ib' CONG. APRON
4--0"(�YP) SHALL BE SAND/(5RAVEL NITH 100% (TYP OF 4) 141.40
D_ CvASKET (TI(p) 6' H16H CHAIN LINK FENCE
(61-011 DIA. HHERE REOUIRRED BEDVIN& PA,651N& A r SIEVE COMPACTED TO 65% PIPIN6 10' OUT FROM BLD45'" 10' FROMI TANKS (SEE SPECS)
V
(MIN) PROCTOR DEN51M AA5HT0 T-41 OR By PLUMBINC7 CONTRACT
Q� - - - - -- - -- - -
7 CRU5HEP STONE.
00000 DEMO EXIST. RAMP 4
< &ENTLE SVIEEP WMIN. &OWN* 151.02 IO' NIVE ELECTRIC CO.
ss REPLACE IN KIND RIC7HTOF-NAY
SUE36RAVE OR RADIU5)
COMPACTED
NEOPRENE5EAL TO UNDISTURBED CONTRACTOR SHALL DEMO EXIST. CONG.
'ORM TO A5TM C44�� MATERIAL RESTORE THIS AREA TO A REPLACE IN KIND 0 &AL FUEL TANK SCALE: AS SHOWN
4. '. CONf N
CONDITION EOUAL TO HHAT To BE MODIFIED AS REM)
EX15TED PRIOR TO 3' HIDE 6ATES TO MATCH THE NEVNI &000 DATE: 02-23-05
REMOVE EXIST.6ATE5 AND
TYPICAL TRENCH DETAIL Jul CONSTRUCTION 1!50. 5 CAL. Fta TANK
)�B-r�E LAM AREA U IFORMALL
FENCE AS NEEDED TO
FR014 LEVEL CONC. PAD EXIST. CONFIOURATION. REMOVE DRAWN: RTM/AJD
56ALE: 01;ZEATE NEN ENCLOSURE FAVENENT EXIST. FUEL PUMP 4 IN5TALL
ampol 0 NEN 5UBMERSIBLE, ETC.
ND 65) 5 TO
'A RTM/DCG
SHAPED BRIC CHAIN Li*- FENCE AND (5 2 - 6,000 6AL. FUEL TANKS CHECKED:
Z. K INVERT (3) ELW. CONDUIT-(EXCAVATION
REMOVE MAN14OLE AN15
1211 A,"� � . . 1 1 - HATCH EX&ANk
COMPACTED PLUC7 PIPIN& 0 1 1 (ONE NEP4 TANK 4 ONE
FLEXIBLE RU55ER AND BACKFILL ONLY/CONDUIT AND ')E
GRAVEL OR CRU5HED 500T(TYP) HIRIN69 BY OTHEF25-SEE to, HIDE CONC. bN,(MA H &RAVE MOCATED TANK SEE PROJ.NO: 04-1814
STONE (5EE SPEC) Pvc, TEE NITH ELECTRICAL PLANS FOP, DETAILS AT 131T. CONC. ME A SEE DETAIL I SHEET A.13)
HOLE TO CLEM 4;t'PVC PIPE AND IO'xIb' CONC. APRON AND CONTINUATION) AjZCHITECTURAL PI Aldr- =1'1 DETAI 5) CONTRACTOR TO A559RE rILE NAME: 1914/SPR-C.1
COMPACTED 5UE36RADE OR CHIMNEY FITTIN65 AS NEEDED FEN(ED AREA 15 NOT NITHIN
UNDISTURBED MATERIAL =9 411 4) P\/0 10'47"X5" CONC. PAD (51FROM NIVE,v. "16" VAIE5 R16HT-OF-KAY REV: 04-28-05
I ix BLD6 s EXIST. FENCE AND 6' SANCUT PAVEMENT
NOTE- 1. PRECAST REINFORCED CONCRETE M.H. BASE,CONE AND J @ 5=0.6%
RISER SECTION PER A.S.T.M. 0-415 FROM NEW FENCE)
I " BOLLA REV:
7
qPIN6 FROM B 6 TO
2. ALL PRECAST CONCRETE 5TRZTURE5 TO BESUFFICIENT DC Top
C4LMATER 5ENRA , By
TO AITH5TAND AA5HTO HS2044 LOADINC, IN& CONTRACTOR LIMIT
J.:
K7PK
STEPS(TYP) INV. 145AO 12
ANCHOR PVC PIPE TO MANHOLE 2 - 2" PRODUCT LINES PM
HALL NITH STAINLESS STEEL STRAP OILMATER 5EPARATOR E 11 5FOO w z
67 5ANITARY MANHOLE HITH 5 NPARY
AND LA(9 BOLTS fMINIMUM 2 (5EE UTILITY NOTE 5) 12
%ALE: KT5. STRAPS) NV. 145.65 5' x 5' GON6. LANDIN& BOLLARD fTYP. OF 2 CONTAINMENT PIPE z
114 AT EACH APRON) 25* x 22'
26' X 32' FUEL N PROJECT TITLE-
LIMIT Of -1 PAD. CONG. PAD NW
�@V15PENSIW_7 \\ \1
\
SAY4CUT PAVEMENT AS
(5ENERAL NOTE 10' x IV GONC. AFRON
INV. NEEDED TO INSTALL PAD
I. 51TE CONDITIONS COMPILED FROM TOPO&RAPHICI S(JRVF-Y OBTAINED FROM A(5AHAM I)EPARTt-ENT OF PUBLIC PVC EL50N TO SIT ON (TYP. OF 2) AND PIPIN6. kj1\ RENOVATIONS
HORK5 ON JULY 2&, 2004;PLAN OF LAND, NON ONNED 13Y SPARTAN SAN NORK5,A DIVISION OF CONCRETE APRON AND e�H�C!Ho PIP (TYP.OF 2 AT 6 1504 _41'04%17 FOR THE
JULY 11, E/ PRON)
ARH5TRONrv-BLUM MANUFACTURIN&, REV15ION5. NEN ADDITION TO PLANT 4 4000 &AL 6AS TANK, DATED: "I PUBLIC WORKS
EXTEND INTO CHANNEL
ZEINHARDT A65OGIATE5, INC.
HbQ;AND LIMITED TAPE MEASUREMENTS AND SITE OBSERVATIONS BY P 7!�j AND
5' x 5 CONC. LAMN(9 CONDUIT FOR FUEL
PAVEMENT AND DISPEN51% AREA
,OM PLUI,,51% PLOT PLAN 4 DETAILS(SHEET PL56--00-1), NEN PLANT Aoas
2. EX15TIN65 UTILITY INFORMATION TAKEN FP N 4 MALLIS, INC, REMOVE BIT BERM AS ELECTRICAL 4CONTROL5 MUNICIPAL ANNEX
-2 CORP., AC?AKAM,MASS. PREPARED BY: MUN90 SEE UTILITY
FACILITIE5, CROMPTON t KNOIALES PACKINC NEEDED YO INSTALL PIPIR& 4
5PRINOFIELD, MASS. DATED- AUC7U5T 22, IC160. NOTE 6 HHERE REaUIRED,NEA DISPEN51N6 UNITS ON RAI5Et5N---"`:
PAD (5EE AlzCHITECTI)RAL
T10
.3 PLANS FOR DETAILS)
BIT. BERM TO MATCH
ZRANTED TO RE ACCURATE OR MATCH PER GON161. NALK
660V%� WHPILED �OR INFOPMATiN ONLY AND Ae NOT MAP
E AT OUTTER LINE EXISTIN&'
Exl�
6OMPLETE. CONTRACTOR5HALL VERIFY EXISTIN& CONDITION5 IN THE FIELD AND REPORT ANY DISCREPANCIES TO 5T. 6f
CONSTRUCTION. REPLACE EXIST. V.C.
THE ARGHITEr_,T IN HRITIN(5 PRIOR TO CIOMMENCIN6
4'-&" V41DE SLOPED 5ENER UNDER HC RAMP IsLAM AND
4. THE CoNTRAcToR5HALL OBTAIN ALL NECE55ARY PERMITS AT LEAST I DAYS PRIOR TO COMMENCIN15 NORK AND T*'(FIOAL IN51VE DROP CONO. fl-20 MAX) HIT14 6" 0 PVC �SLEEVE h TAWS DELETED
VIA ADDENDUM #1
PRIVATE UTILITY COMPANIES AND DI(5 SAFE. 'I, THROUGH FOOTINC-6 AS 1000 SLFFELD STPEU
NOTIFy THE ARCHITECT, ALL APPLICABLE MUNICIPAL DEPARTMENTS, SGAL-6. N.T.S.
4'-b" 50.LEVEL
:44'�'?- AGAWAK MA 01001
NEEDED)
MEMA ANTEYNA ON 25'
LANDIN6 AREA
5. PERFORM ALL NORK IN A PROPER,SAFE, E)FEPITIOU5 AND NORKMANLIKE MANNER IN ACCORDANCE NITH ALL
PRIME COAT SaUARE NG. PAr HG RAMP (SEE
APPLICABLE RAL
FEVERAL,STATE AND MUNICIPAL LAV6, GOVE5 AND REI52ULATIONS- 9AFACE COUR5E ARCHITECTU PLANS NEN PAVIN&
FOR DETAILS) BY ONNER
SEALANT
BASE COLR5E
OORVINATE N AREA ANe
UNIFORMALLY
B
=E5 AND LAN05GAPE AREAS, HHIGH ARE TO REMAIN. REPAIR
11 EXPAN51ON NEN a
6. G THE 51TE KORK NITH ALL HORK TO BE PERFORMED BY OTHER5 RE FROM 51DEN&K EXIST. INV.
PRE-MOLVEIP TACK GOAT
)NGRETE 145.1±
1. PROTECT ALL BUILVIN&5� PAVEMENT, UTILITtE5, TRI TO TOP OF EXjST, OUR
I
=OUAL TO, OR BETTER THAN EXISTIN(5 PRIOR TO R-TY JOINT FiLLIER 00000 1 - I
DAMA6E AND RESTORE ALL ITEMS TO A CONDITION r P 40000
CONSTRUCTION. .5� . .
0 0 0 DEMO EXIST. 5+EP5 AND
EX45T. 5HRLero
(Q 9-4 CONSTRUCT P ARCHITECTURAL
IFIGATE5 OF CONFORMANCE FOR ALL mow@*
8. SUBMIT SHOP PRANINC-15 OF ALL 9Y5TEM COMPONENTS AND CERT VO 0 O'A PLANS
REEIRAPE 4 SEE
SHTO H520-44 4 EXIST. 61 - I __I %
MATERIAL9. ENSURE THAT ALL STRUCTURES AND UTILITY SYSTEM COMPONENTS SUPPORT Af Az� 1 1 21
2" 6ENTLE 5Y�EEF
RCINC
-6. ALL POURED IN PLACE CONCRETE SHALL BE 5000 P.51 AIR ENTRAINED CONCRETE. ALLREINFO 7 6AHCUT PAVEMENT
SERVICE
LOADINC IEHI 0 (&1 MIN. RADILro)
5TEEL 9iALL BE At7TM A(215(5RAVE tO.
- ST. 5"
c� EXIST. 5"
YiA7ER Lwe �_EX151. b,-Vcl.!_M
q� SAHCUT MSTIN66 PAVEMENT, HHERE REGURED, AND MATCH EX15TIN6 GRADES HITHIN LIMITS OF HORK. CONTRACTION JOINT EXPANSION JOINT E.P.) EE�l-IlLU-M, 1 11% WIN ,NZ,
LIKE DRAWING*
COVERED BY BUILDIN6,PAVEMENT, KALKS, RAMPS OR PA05 REMOVt 4 DISPOSE ..,U
to. ALL AREAS P15TURBF-V By NEN CONSTRUCTION NOT COMPACTED OF EX15f. SHRUBS, TILIUY ROTE
I
SUE3-BASE Ngw_G)Wf,�RY MANSOL
SHALL BE LOAMED AND SEEDED. REry 4 SEED 144
U usw
E SITE PLAN
5ra----------
NEH CONSTRUCTION NOT BEINO RBr--W ON-SITE TO BE --------- - ---------143
11. ALL 15-45TINO SITE MATERIALS MIN6 REMOVED FOP 41- . -------
LE57ALLY DISPOSED OF NEY4 A 1-0'
OFF-SITE BY THE CONTRACTOR Tyf2. CoNc. JOINT 5PHALT CONC.
------------------�;r4 AND
12. CLEAN UP AT THE COMPLETION-OF THE PRO-ECT- LE&ALLY DISPOSE Of: ALL OMR15 OFF-51TE IN ACCORDANCE E N.T.5. 50ALE1. N.T5. lwfe
I-------------------1411,
,AL LAH5 AND REOJLATION5. DETAILS
P41TH ALL APPLICABLE FEDERAL,STATE AND LOC
- - - - - - - - -- -
UTILITY NOTES: --------------------
-IJ91
ULV BE FOLLOHW FOR 51TE UTILITIES. DETAILS AS SHoNN IN c7ENERAL REFLEC7 TOM
1. TONN STANDARDS SHO CANNOT BE ADHERED TO DUE TO ---------------
STANDARDS. SHOULD 714ERE BE ANY LOCATIONS HERE THESE 5TANDARL
E ARGHnOT PRIOR TO COMMENGINC7 CONSTF.,I)CTION, -----------
CONVITIONS� THE CONTRACTOR SHALL NOTIFY TH
�0
5ER VICE ALL TIMES VURIN& NEN
4
2. UTILITY SERVICES TO T14E EX15TIN& FACILITIES.5HALL BE MAINTAINED IN AT
CONSTRUCTION.
3. ALL EX15TIW.7 UTILITIE-5130W-7 ABANDONED IN PLACE OR NO LON6ER REOU'RED IN 5ERV'CE DUE To NEN ------ 'Z7
cz)
CONSTRUCTION SHALL BE FLU66ED/CAPPED OR REMOVED IN ACCORDANCE NITH TOM STANI?AFJ;I`5. lqo
7'
4.. ALL SENER PIPE TO BE SCHEDULE 40 PVC,UNLE-55 NOTED OTHERNISE. SIZE AS SHONN ON THEDRANINC
5. OILMATER SEPARATOR SHALL BE 1,500.&ALLON CAPACITY STRUCTURE,ROTONDO MODEL NO. &T 6XIO-15 OR
APPROVED EaUAL INITH A MINIMUM OF THO 30-INCH ACCESS PORTS AND COVERS. COVERS SHALL BE PLACED AT
FINISH 6ARAVE BEARIM THE LEGEND "SENEW. SITE CONTRACTOR5HALL PROVIDE STRUCTURE,ACCESS RISERS,
FRAME5 AND COVERS. ALL VENT PIPIN& IN AND OUT OF SEPARATOR AND PIPIWv HITH'N 'O' OF THE BU'L0'N5 To
BE PURCHASE
12 AND I ISISTALLED 13Y.PLUM131N&CONTRACTORL 51TE CONTRACTOR SHALL COORDINATE NITH
APPLICABLE TRADES AND PROVIDE CORE OPENIN656 IN THE SEPARATOR AS REQUIRED.
41' 4t STL. PIPE (PT)
CONTRACTOR SHALL LOCATE AND 6ROUT INTO SLEEVE SHEET'
6. PRIOR TO INSTALLIN& THE OIL/HATERSEPARATOR OR ANy pIpiNe, Ti4E SITE
05TAIN T14E WERT OF THE EXISTIN& HATER AND 6A5 LINES SOUTH OF THE E3UWM AND 5ENER LINE AT THE Olt
pRopo5ED MANHOLE LOCATION TO A55LIRE THAT THE PROPOSED SYSTEM PIPIN&CAN BE INSTALLED AS DE-516NED.
THE CONTRACTOR 514ALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. A DROP INLET AT THE NEN MANHOLE SP
4
CAN BE U5ED TO LIMIT THE AMOUNT OF MAVATION AS LONO AS THE MINIKH SLOPE OR COVER ARE MAINTAINED.
CALE
1. PIPIW7 EXITIN67 THE OILMATER5EPARATOR SHALL MAINTAIN A MINIKH SLOPE OF 1.0 PERCENT OR MINIMUM COVER GRAPHIC S
OVER PIPE OF 42", MICHEVER 15 6REATER. STL. SLEEVE 40 a 20 40 180 Cal
I I A. I �!
�5. THE CONTRACTOR IS RE-SpoNvw FOR THe.wpepzmy OF THE ExisTiN6 PIPIN& HITHIN THE LIMIT OF NORK (SEE
6DERAL NOTE '7). CONTRACTOR SHALL NOTIFY OWNER/AR6HITECT OF ANY IRREC-A)LARITY OR UNSUITABLE IN FEET
CONDITION OF PIPIN& OUTSIDE OF TH15 LIMIT THAT HOULD HIWER PROPER OPERATION- TYf2. &A5 , 12umfp PIPE f5OLL 1 inch 40 &
SAYrXT PAVEMENT AS REMARED TO INSTALL PIPIN&, NEHSTEP5 AND RAMP- PATCH"PAVEMENT IN ACCORDANCE
0
0
)EPARTMENT SPECIFICATION , SECTION 4-72,BITUMINOUS CON(RETE FOP, PATCHIN6.
HITH MASSACHUSETTS HI&HKAY L
l'ownv,-,Lf
36 Main Street Agawam, Massachusetts 01001-1 7
Tel. 413-786-0400 Fax 413-786-9927`
MEMO
TO: Engineering Department, Fire Department, Police Department
FROM: Planning Board
SUBJECT: Site Plan Agawam DPW Site—Suffield Street
DATE; May 4, 2005
Please review and comment on the attached Site Plan for Agawam DPW on'Suffield
Street prior to the Board's May 5, 2005 meeting.
Thank you.
AGAWAM PLANNING BOARD
Form D
Application for Site Plan Approval
Please complete the fallowing form and return it and 10 copies of the Site Plan to;;
Agawam Building Department"
36'Main Street
Agawam, MA 01001
1. Name of Business Town of Agawam Public Works & Municipal Annex
Address 100`0 .Suffield Street, Agawam, MA 01001
Telephone< 413-786-0400 Fax 413-786-9927
2. Name of Applicant/Owner Town of Agawam
Address 36 Main Street, Agawam, MA 01001
Telephone 413-786�0400 1 ax 413-786-9927
3. Name of Engineer/Architect Reinhardt Associates, Inc.
Address 43`0 Main Street, Agawam,- MA 01001
Telephone 4134786-9600 Fax 413-786-8699
4. Please give a brief description of the proposed project:
The former Spartan Manufacturing Co. building will be converted
and renovated to new offices for the DPW, Engineering Dept. ,
Dept. of Inspection Services,- Vehicle- Storage, Vehicle Maintenance;
and office space for the Massachusetts Emergency Management Agency'.
3`
"" to
M
C
-0 P
Revised 8114/03
w
m
cry
Price
il.r D'PW
tione
Continued from Page gl about conditions, insisting-the
quesdbuilding is unsafe and must be
j 'eaz for the b ildin eras set replaced.
tu1�1 lit�ftCt�ity Sside to refurbash it. t ofl�iciels Even so many of the sane of-
have since said that will not be ficials who have complained are
proposed for a site that tenoughmoney- shocked y' the proposed $2.7
I The recent request for an e - million request.
Agawam purchased for$1.6 #a $2.7 million contains a pro- "How in the world did we
million in ,posed budget and a copy of the come up with that figure?"coun-
proposed renovation p ors.Due cilor Robert R, Rossi said Tues..
t the length of the resolution, day- "That seems like a large
Bic KEN ROSE ,several councilors contacted amount,"
krossigrepubxom guesday said they had not had
:time to reviewsi the documents. r' _ .t
AGAW ' --Some dity coup- . IT ey include Jill P. Simpson,
cilors wonder why an additional iGjna M. Letellier and Ruth A.
$2.7 million request for trans. Carr B tzas.
forming a city-owned building ' But they and other councilors
into the Department of Public Hope to get more information at
Works facility is so high, to workshop on the project
+rheduled for Monday at the li-
tures inccll"Do really need all the fee Vrary, 750 Cooper St., followed
uded In there,"council..or Robert M. young said °b„ a tour`of the Suffield Street
Tuesday. ° building. The'time of the meet-
Councilor Joseph Mineo atng had not been set.
agreed,adding he fears the pro The proposed plan for remod-
posed,project with a$4.9 million eling the building was created
price tag will affect other pro- by Reinhardt Associates Inc. of
Posed city projects such as the IAg'awvam.The;city hired the firm
sewer extension and senior ce for $9$,000'to create the ar hi-
ter expansion, tectural drawings,
"¢I just don't get it," MineD IThe current public works fa-
said."We appro riated$2.2 mil Ulity is on Main Street. For
lion,and we're Bing asked for .years,officials and public works
another$2.7 million," y ,&ployees have complained ,
Mayor Richard A. Cohen re-
cently presented a resolution to;
the council seeking permission
for the city to borrow$2,785,12 _ _ ...
to transform a city-owned build-
ing at 1000 Suffield St.into a De.
partment of Public Works i
facility. The resolution was list-
ed under new business at Mon
day's council meeting.
The $2.7 million request is in
addition to $2.2 million appro
priated last year by the council w
for the 66,000-s uare-foot build.
ing that formery housed Spar-
tan Saw Co,
In August 2003,the city spent
$1.6 million to buy the
39.13-acre parcel and building
at 1000 Suffield St,The remain-
irig $600,000 appropriated last
s
Please see DPW,Page 82
i
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r& �
r S
yy� {ti�Cria4}p�;�l�lf a tF :v tr S
£ 4
, •' ,, �` S��.., � ,.�c,.;�F7 ��.�i1����t�t��i�� t£ �� ,_`�����r :., tom.:, ,
4
is cl-,,,,ose,, r,,, to,
Ke'*'y Cohen explair"Wd that tilt city s; rr r r g
8 ,312 � �", c rr� r��rc rt, the :ty mere ac
Cohenc 4thied rest the current Manggonwom"Teum,
A A ""A — After operutift fat 35 years conditions of they DPW buildling are not, Emergency Mana#metit M o m iioll
out of",wt mm suppaw'X,110 tV S M111KIralyfficiewir." °c c.rc r.r r'r c crrcr rrr " t rr n
arc " e, c rrrr mcrr ,16-fic Works Strect,location, is 13,")mpate feet and t c rc cat h o" cr c
P , ill sw haw" rr new l cc ra call DPW is �. d rr cr c tire: wtM& r"gov, rcrrr err r�` , i , �S �� m r cr
He added that, va, times, the wo,".rking of th we,
The City- ��r rr�c� �r��� approved ���rs are, � � �lr r,r create, bad'wofki g CoWn that IMEMA is current,
1"Vonk 'in, e, "unwat of2,2 , ,, t o c on rfir k c it r brad earl Idet"4 ,
rc rrr r rc rrd'rc alma me building on the jerk, that rc P facility rr, twrtr it mm =in t1m,% rr 8whrmcw
r ".c r rrwc rr ra rrrr rrrr rrr w rc rr rrr rrr �rrrc' rr � r r�%in arc, er r. mA.
rrc rran Ali m4 yarn 1,9109, olwo stria that MERN4A decrided,dwitthe
The city Iyambased dic bijilding in Now; rc city, rrrs the pppi tunity rr btlikMig ft,city #r i"1r % ��r° r WIN
August f lh arc i c r rrrr err low A as imprr e the w tutorng, crwrr r ion 'an g�,`c what rc meet
the, I Vr. a crrn.Richard .w.r rcc c rr rc rrr . : c m k dw mge c `r said , rcM file
rrr rrr r r r d th rrrr cr rrirr tilt,equip om �rr, r four �r rare �rc rrr will p '
ilding iir A rr ir�m which, rc r < Accutding, r oheo tic rr P r ., r cc �
re r d err r co � � , `,°�,wh c r � c Add that fir , wsr err c
rod` � rrs,., low f6r the rage car"trutlks inside, into� w �� a Um Ifixy
Chen explained felt he, Original ro s the q rm rr Gard weft crkc� c rr * �
` "" �� " � rrr working, � . r " rr hamo c to gave EV � are
:. new c*''WM nxvt dw nee&a Ow DPW Vue wi& s ' &
now wYJ w0lrrW future. ��:. Bc approval ,,,c atioN � o
Ateording to d ti utne r wide he Der wift nit be the lady ter,, rr of �pwtwr Saw ,city 0*e4 at the
Cohm, c ofthe come the old Spamn Saw W&fimt Aftbpto lbe
rrr paving(saving M)O),I � rcarrg t4. Dpw will wifix a bus,chunk of M w O "on Me 1
DPW
e .. aid'
Cr it, ould
have m
an mdrrdy new build '`
r y
indumial Jand beha -it, : NCt n,
bting in adchficW Um Mlm to the
1 § y
u Ctq,,Cbuncil approved the
.,v ;
. es lea * rrr .'
jEYf.s„
. w the mayor to enter into ay cq t is
purchase and r� rr for$220
� az�
r
000,
to the WIM,
,,.� g
C
ounci r, ;err; 4 x<.,,.' ,.kThe
3 r h 1t Sst 7sSs}t Y3t sifhr`n j .
,.Development ",w" ;. a
ate; o r btri r
.r
inAgawam-' and surrounding
. % rrv•-�,„ ... ..;,,.,.. ., �.,�� t biz r{ S tj S��,�`{,,�� �, `9r�}{��
G t
coamnumifics,
Cohen said the 10,00
Suffield ,Strect is the only
,vela industrial land k-ft irk
city, ,
He , will
y— f< '
s refs jobs, twin r r
raven 4nd s w, a l �
imid e, t ofa small irdY itri are issue that has rr i
,µay. rop
c*rdi" fig ". a , ., V about ;:, , . rr�. o r rs ears ,
Wt yclop e a ak".a 4W I R ea
,� recr ' �'is tot,""acquirp,
According o Co'hen, the Cob=also said that h w
d' edIndus I ,two v ed cost for a mv TOW, o facifityls. rally lotatextis
years �rr � s ., rrr. hill mu is not sumound ;,'°
to� s ab t> ,, r
i r rr h& Sparta r rr .
boo
able,to CcRilplesc town can be proud
i ,as �v % s ors
Am v ego v�rr said "r the wxr step ,
�p g
a'�g h'w a� ,ay i� +u�`n �8a xx wa ,t o : natize he �I�g0113C
, giros` pro r ," a "t,'3 a �,c.W,mT "a ` pro �e� � ,,
. arrrrr� fti
r r r ter. aY �r POWwd o rr
"how ib� v,03 te I Ik sW OW lie wanu,to k0'00 �YLY
too
..,,; ,w
MY V
MEN
said that the ' '