HomeMy WebLinkAboutDecision 3350Ir
,r 1
11 11 I I
III=Ir --�1
lly� �I lj ( 11 ❑ I I l
li 11 11 -11 II n n , I I;
— - C�'• IL——__----.--_--_ ------ l
u 4 Ir 1 v u 11 11 Ill II II N1 11 It n
iii I u rx lu J I, 111 lu u
n II Ir II u , I. II 111 H ,L, n in !
_ r I r II ' In 11 ,I 1 III II I
:fit L� �_jL_ L t: !u
0
0
DDD F
v.
El H
441
li =JI 11
11 i II N II III III
NII u , lit ---
ELEVATION RIGHT SIDE
I
STUDIO , -j
� 1
-----{ NEWS
STUDIO
,
r -i
11 r
CORRIDOR L _ -j I
L -J I
I
NEWS
STUDIO
LEGEND
EXISTING TO REMAIN
------ EXISTING TO BE REMOVED
FOR BIDDING ONLY
9
TRANSMITTER EQU!F
{ZOOM - --------
L---J
-----
L--J L--
Boch Broadcasting
RENOVATIONS &
'ADDITIONS (Revised)`
I^
111
STAIR
�
1
1
- BUSINESS OFFICE I
' 1
I
I^
NEWS
engineering
i
•— �
I Ir
I Il
CONTROL
I,
�n
r
I
,n
r
in
111
I
IH
. 1
r,
I
1
,n
BUSINESS OFFICE
I
1 11
IH
w
Ili
IH
In
111
PRODUCTION lit
O1
'^
STUDIO
DDD F
v.
El H
441
li =JI 11
11 i II N II III III
NII u , lit ---
ELEVATION RIGHT SIDE
I
STUDIO , -j
� 1
-----{ NEWS
STUDIO
,
r -i
11 r
CORRIDOR L _ -j I
L -J I
I
NEWS
STUDIO
LEGEND
EXISTING TO REMAIN
------ EXISTING TO BE REMOVED
FOR BIDDING ONLY
9
TRANSMITTER EQU!F
{ZOOM - --------
L---J
-----
L--J L--
TIS, DOCUMENT AND THE IDEAS AND DESIGNS
CORPORATED IIEHEIN ,`AS AN INSTRUMENT OF
iOFESSIONAL SERVICE , IS ME PROPERLY. OF
IT . TIACEK ASSIOC1AVES_. AND
. 6t1All .NOT.
EUSED. IN WIfOIEORINPART. FOR ANY REASON
'ITHOUTTIiEEXPRESSED W11ITTENAUTi1ORIZATION
F E. it. RACEK ASSUCIAIES.
E. 11. RACEK ASSOCIATES
alchitecitne planning inle,ims -
180 Canal Street
Bostun, Masa. (617)367-0705
r
of{i5�97 ,
holed 111le -- -
Boch Broadcasting
RENOVATIONS &
'ADDITIONS (Revised)`
278 south' mea—avenue
STAIR
�
1
DEMOLITIONPLANS'
scale
I
data }�� 2i q4
NEWS
engineering
i
I
I
show Of
CONTROL
R ECEP.TlcN
I
rR
w
Ili
111
PRODUCTION lit
O1
'^
STUDIO
lit
I
r
r-1 � II t I
t011
N
lit
h
J I II
toilFu
I
,
I
TIS, DOCUMENT AND THE IDEAS AND DESIGNS
CORPORATED IIEHEIN ,`AS AN INSTRUMENT OF
iOFESSIONAL SERVICE , IS ME PROPERLY. OF
IT . TIACEK ASSIOC1AVES_. AND
. 6t1All .NOT.
EUSED. IN WIfOIEORINPART. FOR ANY REASON
'ITHOUTTIiEEXPRESSED W11ITTENAUTi1ORIZATION
F E. it. RACEK ASSUCIAIES.
E. 11. RACEK ASSOCIATES
alchitecitne planning inle,ims -
180 Canal Street
Bostun, Masa. (617)367-0705
r
of{i5�97 ,
holed 111le -- -
Boch Broadcasting
RENOVATIONS &
'ADDITIONS (Revised)`
278 south' mea—avenue
Wost yarmoU th ma
Hawu ly lille
E-XI$TING'CONDITION
DEMOLITIONPLANS'
scale
di 9653
data }�� 2i q4
eh
dlcet no.
D-1''
show Of
E. F3, 12131{96
- s1S i IR 1 �16r'
SECTION D -D
9
,
-711t; I
P STOR\,
q L MECH P.rw000 lrworl STOR r�
r
TYP, ATTIG i-
I t
'i
— — ��,. � �� r � � -�• � rte, t� �r ?'1�1n`
44 1\\ it L \ "� 1 � '�� ,• l �, \ { a � I i' I
TRAFFIC\ I '
TRAM PROG OPE OPY RObM� GEN MGR CONF ON li CONS ?ROG OPER. PR DIR
1 � if_
1 1I I�j1 I� Y 1ljMail
vAi
1 1
/'I� �
4
SECTION C-�C
0
_Jk
ANEW 'WORK EXISTING
- RENOVATEr
• I .
LONGITUDINAL '.SECTIO -N B -B
,. Nl .J _. c
�- IG•?1 t B
MIN M14,
---------------------- by e
NORTH ELEVATION
-,4H���C� I
VA�_i
i-1-7
IIIIS DOCUMENT AND ME IDEAS AM DESIGNS
INCOnPOnAIED IIEIIEIN , AS AN INSTRUMENT OF
Pn0rESS101V.L SEIIVICEIS TILE PROPEnlY OF
E , 11 . IIACEK ASS667• JES .. AND -SINLL NOT ••
BE USED. 111 WHOLE OR IN PAnT. FOR ANY -REASON
WIII IOUT it If.: EHPRESSED W11117EN AU11ioniZATION
VF. E. 11. IIACEK ASSOCIATES.
--------------11-L-----��-----�--===�i-====J F:A.nnccKASSOCIATES
EAST ELEVATION AIChIIBC,UIO tllaNNln� Ildeilols
tKr � 100 C:1TTal Street
806to11, MASS. (617)367-0705
c
NEW WORK I EXISTING RENOVATE
ldritj
I I I 1
II 1
SOUTH ELEVATION (FRONT)
* 0 14,!; GG'p Vr5ri{^{QU PiWl s
ollls�q�
r.8, 12
Pnyoci lillr7 � ,
C3och Droidcnsting
RENOVATION3 &
ADDITIONS(Revised)
278 south sea avenue
West yarmod th lila.
nlowln{I I,IIE,
ELEVATIONS
�81JILMNG S.5"=6N S
ecnlq �y� Fl pfl
Ih
d:dn 2� I I• ��
ch
54QC1110.
Al -2 4
Mliwj 111
EXIS71NC-MANSMISSIC
CAP.,LES TO 10TAF!K
NOT£ h10?K
�N THIS AREA
� A
I
RENOVATED
1= L) E'YC.ONT9AC70R.
_ -- 2 1�1561LATEALL EXTERIOR WALLS R -Ib
ROOF AqD 157 FLOOR LEVEL R-30-
II
li u
LEGEND
I
NEW WORK
EXISTING TO REMAIN
-
STORAGE ( ) I 5 'STC]RA(,F I mr-m4 1 \ i A,2
r-
tji .�-----f.
SECOND FLOOR PLAN'
SCALE 1/6" pn
U
11LG� IIL�r
I I
FOR BIDDING ONLY
NOT ruill U MIKRUC E
ZIIg1g7.
11$, DOCUMENT AND THE ID EAS AND .DESIGNS
CORPORATED HEREIN', - AS AN INSTRUMENT -OF.:
:OFESSIONAL SERVICE. IS, TI-IEPROPERTY OFt:`
A AIACEK ASSOCIATES .. AND. SHALL . NOT '
E USED. IN WHOLE OR IN PART: FOR ANY -REASON ,
'ItHOUTTHEEXPnESSED WBITTENAUT(iORRATION
F E.'R. AACEK ASSOCIATES.
E. R. RACEK ASSOCIATES
architecture Manning ` interiors
180 Canal Street
Boston, Mass. (617)367-0785
t
♦ 5'
Boch' Broadcasting
r RENOVATIONS &
` ADDITCN )
2.7,8 south aea;avenue
West yarmou th ma`
-
i
Naw1ng lille
fLOO`R PLAN
1
..Scale Ile% I�q drqU 1!27
•=t
I
ROOF FRAMING PLAN
I
TMS DOCUMENT AND TILE IDEAS AND DESIGNS -
INCOQPORATED. HEREIN , AS AN INSTRUMENT OF
PROFESSIONAL SERVICE , IS THE PROPERTY OF
E . n . IIACEK ASSOCIATES AND SHALL NOT
BE US��D.IN WHOLE On IN PART. FOR ANY REASON .
WIT IF 711EEXPnESSED WnITTENAUTtionIZATiON ,
9F Il. IIACEK ASSOCIATES.
E. R. RACEK ASSOCIATES
atchitectufe planning illteiiors
180 Canal Street
Boston, Ma¢S. (617)367.0795
FOUNDATION &.FIRST FLOOR FRAMING_PLAN_
r
12 1 SA I '16
Piojecl lilts
�, �.
troch Broadcasting
RENOVATIONS &
'ADDITIONS(Revised)
278 south sea avenue
west yermou th me
Drawing 1111e _ __.
FOUNDATION &
STRUCTURAL PLANS
Stals'
dvlin
r,,
slml 110
PUBLIC TbiLST RCCMS 30 h
.30,1 In each toilet room at least one water closet and one lavatory shall be
j accessible to persons in wheelchairs, or an accessible private lavator}/,
usable by,
either. sex, shall be provided: _
1 X.ROETRIt4 PTD., CO ..hers vestibules are provided, they shall comply with Section 26.3.
3 A minimum clear space of sixty (60) inches ,in diameter measured
^0 •`-y, twelve (12) inches above the floor (to permit turning of a wheelchair
•I .C'DYEI.IC,Hi11IC�$EYOFiD. -
- - without coming into contact .with any fixtures or plumbing), shall
be provided in each toilet room. -
/ 4. x4 i^//�LLTLG�-Ey�O/ - - . E�.EG, LIy HrING y -0.3 One lavatory' or sink shall be wall -mounted without legs or pedestal ;at
\ / YP I(49EE4 BD `1 t '. a height of thirty-two (32) inches to the top of the rim or counter,
0Fr �I PERSCHEDULE. _ and shall extend, at least twenty-two (22) inches from the wail; or
may -be a counter type with clear open knee space of thirty (30)
inches in width and at.least twenty-seven (27) inches in height to ,the
bottom of the counter. Exposed drain pipes and hot water pipes shall-
. MiRRDR . _ be reeved, insulated or guarded.
1 Knob type faucets are not allowed, and spring activated faucets are
,; - _ Q U '• allowed only if water -running time is at least ten (10) seconds. -
- - -I _I U /
susp. CL , . ti lever handle faucets are preferred. Such ,faucets shall be operable ,
! '(Q J with a ed _ -
411 �'(• :•'� _ closed fist.
fi
1 CL(q FIXTUR PERSCHEDULE a ?0.5 Toilet stalls- Each toilet room shall have at least one (1) stall which:
------ N_ 4i1 BACKSPLASH; BPTHtiJAYS: V AL L FMISH PEI, SCHEDULE
\ \ INK TILE C/CAEEM eO d/ 30.5.1 is sixty (60) inches wide and seventy-two (T2) inches deep; _
/ \ / \
j/ \ / \ - 2X0 FaAMI�Je��SI�1K {'IDI.'I��• _ 30.5.2 has a door or opening that is thirty-six (36) inches wide,
\ - -
swings
u iof
has an
lc clear spaceo
hinge
automatic
he latchpull side of
self-closing - -
111 device and a pull device to assist in closing the door, provides
z .
W.C. eighteen (18) inches
the door, and has a lock located approximately thirty-six (36)
\ - - - inches above the floor. A coat hook shall be provided at a
\;rr-nrn7rp�7r�7 - maximum height of fifty-four (54) inches above the floor; -
30.5.3 locates the water closet eighteen (18) inches from the can-
-�II �I I terline of the, fixture to the nearest side wally maintains at
_ 3 - + least forty-two (42) inches clear space, measured from can -
4
tertine of water closet to the farthest wall or other fixture; has
a narrow understructure that recedes sharply; and has a seat
seventeen
the seat; to nineteen (19) inches above the floor, to the
top of
R - - _ 0 5 has two grab ban forty-two 42) inches -long, one on the
4 COVE LIGHTING DETAIL
KITCHEN ELEVATION 3 TOILET ROOM ELEVATION _ _
3 4 - (2J 9 rh' ( i 9,
� r-, � wall in b of the water closet and one on the side wall closest
I - - - SCALE 1 %2°=1'-0e
A-5
SCALE 1l2e �.TOe ti 5 to the •watgr chat. Grab ban shall be ons and one-quarter (1
A. C, SCALE 1/2"-t"-�� 1/4) inch as in outside diem the bar
e 'aand one and one-half (1
---� �---� 1/2) .inch clearance between the bar and the wall, and be set
7 a a -height of thirty (30)' inches above and parallel to the
..;--.
- - 'floor. Grab ban shall also be non -rusting and acid -etched o[
y _ j roughened. Where a tank prevents locatign of, the rear .grab
bar, a bar gray be installed three (3) inches abo a the tank.
i - Grab ban ends%hail be located six (6) inches from the corner
. • of the wall. - • • a
r f°l$
__ _ _.•..._.____.. _ + PLAN -- TVt5ICAL. STALL . F3 _• �
-- -
��_.
- - tau _ .-.
i
-
: FOR BIDDING ONLY
- d
Ci?1., • 2 _ .lrl ,
c _0
qyl
_ .• - \\ ��/D CLEAN
_ FILE
PEI�IGLDR -N•I•G• I
DIRWR �l
i.
rl -011 E5 1- pll
I o � -If01I
-TYPICAL -SALES AREA ELEVATION
�
SCALE 1!2"-1'-0" .
EIEVATIOLV .. _ _. • r i
El
I r G � N � —. � I •
_ DE& PJ
BI�1C:'i
iA1L�OILETsS �_
___ srnarerzn <tau A
4 - I
e -o' ..l txcp 5lvrrr4,3(O
STALL A ,
iR1
- � I
I II I I
III, III I-, -I
G A9 fines L. ;7
-11411
1-
� _ _ = _ ,� I VVV •I
{ F'.as µerr. r 1.i
SECTION O -- • --
011451,97
THIS DOCUMENT AND THE IDEAS AND DESIGNS •'
INCORPORATED HEREIN , AS. AN INSTRUMENT OF
PROFESSIONAL SERVICE , IS THE PROPERTY OF
E , R . RACEK ASSOCIATES' AND SHALL NOT •�
0E USED. IN WHOLE OR IN PART, FOR ANY REASON.
WITHOVTTHEEXPRESSED WRITTEN AUTHORIZATION
OF E. R. RACEK ASSOCIATES.
{
r
i
s�
E. R. RACEK ASSOCIATES
architecture planning interiors
180 Canal Street
Boston, Mass. (617)367.0785:
i
Pro)ect trtb s '
Boch� Broadcasting
RENOVAfilON3
ADD ITIONS .(Rev ��'
278 soat)'i` seaAve"bu�'°�
wast yermou ih" ma
Drawingtitle - -- --- - -
INTERIOR ELEVATIONS
scale � 9653 '
d*liI "J2qg6 �ch
.Eih?ret no.
:�A-5'
'
sheei
!- Li_WAY
GAP REAR ^F �,rlv I
rO WS13. SL; FACD
i
5/8' 60ire
GONTRCL R0CWrR0.0L'CTI0N
- PLAIN VET ,
�•.�
DETAIL 1�
RM SMITH ASSOCIATES C"y 5AWYER cOLLF6E
C.\CACO\DVNG\DOLBY-L /� .: 4;B:y- Rt-T.f'F- ___ p, BROADCAST TECHMCAL CONSULTANTS
A TEO-TET SYSTEMS d201P hLTA TE LON5TRUGT0N DE1 - q
. WOOD SILL '
'`�`• �1 1/2' ALLMV-M
• � AN6LE \� .l--Ca5N6
L CAPFET (a_LE N PLALF] AGCUSTIGAL LALLK
. j
rf \®\ R5E-.0 VEAAELE, WCOD
SEE �i fl \__NECPRfdE GLAZNG
.. EXPLCCED V��9 1 GHW,P
5/8' LA&4, .TE 6LA5S _
12' LAMNATE a_ASS
rizcrE OMAWF 5T"V ..
CTZ EXTERWI_ HALL111I
<50V,D50AK NOT E41XDED VEI - TYrrAL 4 R_ACE5
r -O'
i fff
VAL
• � r ++syr . ^" � ,
�,c+,r• E
j ��� 4�r��a �i ! K>.') . �, Nihil}k� �»•.L �' a if'?,'�.��, rs r' >
! _ •` � �r ;'moi , pt Vis- �T� ''e*��'c. T'z �+i . .3 ;' ��k�"1��.yy��>��S iii .-...., " .:
` °i 9c��. I><vsys +RM SMITH ASSOCIATESGO-HY SAVYER ca-LErt-{'.�
:VADO\076 �\C0l_15 4 I-V, c/8/ RSM -F nOADCAST TECHNICAL CONSULTANTS ��,T E .A• -,GTYJN
-A TECII�ET SYSTeJS GROUP AFFILIATE
DETAIL. C; SOc1ND STUDIO GLASS WALL
/ �..
�' L L ;� v Ij ✓ ;ii. �
I. IPI I7
�I ,1I ,z� C•raC� ^d5
j< 1/ Z��i
—
-2A Ili: II. i;� 2A .'i - -E'iZ11=FLJC ,. aK"iS3Ei
fir_.`/- C:ILAR
.cave Oce-
^ LC ill iii III /t '' , 1
.!li II
Plv,rood 'ocrdec
x 6 5L-�ger5
n RAISED FLOOR PLAN 2p FLOOR ELEVATION - J
A-6 SCALE- N.T.S. • °-g SCALE- N.T.S.
I
1_oII \'� 1'pfI I
� II
TYR STUDIO WALL
2NSUL:ATION PER PLAN. A <o
oil
®` ACOUSTICAL CEILNG DETAIL AT STUDIOS
'SCALE 1/2'-1'-0'
I
I
0
-( �2 3
I�
STUDIO CiLS.
STlJ D 10 WALL
�d tl 1-d
• MIu Mlu,
I
ACGJSTICALMAT'L PEII -
'ACOUSTICAL STUDIO CEILING PLAN
-6 SCALE 1/2'-1'-0'
��
STUDIO GLS
5 TYPICAL STUDIO ELEVATION'
�1
WINOG>,,I WALL. SWOWN PEST ARE SO'.10 r,SCALE 1/2'-1'-O'
PER BROADCAST TECHNICAL
GONSJLTANTS DIRECT100
BY OWNER
6
ACOUSTICAL STUDIO DOORS & FRAMES
I
FOR BIDDI
NOT resI
IN
THIS DOCUMENT A D THE IDEAS AND DESIGNS
IINCOI±PORATED HEREIN. AS AN INSTRUMENT. OR
PnOFESSIONAL 501VICE , IS THE PROPERTY OF
E . In , nACEK ASSOCIATES AND SHALL NOT
OE USED.IN:WIIOLE OR INPART.FOR ANY REASON.
WITHOUT THEERI'RESSED WnITTEN-AVTHOniZATION
OF II RACEK ASSOCIA1,ES.
. I
E. R. RACEK ASSOCIATES
architecture planning interiors
180 Canal Street
Boston, Mass., (617)367-0765
o_
Joc:!1 I roadIUBSiII g,
IENOVAT IONS.• &
ADDITIONS (Revlsedy'A;
270 soG1l..eea,__Y9ili1"_:;
Ovvst Yarmbu th mn
0(awing Iirte '
MISCELLANEOUS'
DETAILS
scale
er 8653
(fate fof 2q'q
ch
sheet no. - -
A�6
r..:
- sheer of # ...:,..
i.,
rroiecl title ••
Joc:!1 I roadIUBSiII g,
IENOVAT IONS.• &
ADDITIONS (Revlsedy'A;
270 soG1l..eea,__Y9ili1"_:;
Ovvst Yarmbu th mn
0(awing Iirte '
MISCELLANEOUS'
DETAILS
scale
er 8653
(fate fof 2q'q
ch
sheet no. - -
A�6
r..:
- sheer of # ...:,..
2
IN ItIDAV
M
5
n�:
A 7777777��Z
I .........
77-477
� "44 E]j
LAMM1--7 771 lfi7i
L
g,
N- �27 ;-,
74
& If
j
4
ZZ111
!7
Photo #1 Front Elevation - No work. Existing to remain 6
7 V -
Photo #3 Right front corner - Gas meter. on right side elevation
Photo #5 Right side elevation - Showing A/C condensers
Photo #4 Right side elevation from front. No work. Photo #6
ion - Showing side and rear second floor balcony.
Right side elevat
Photo #2 Left front corner - No work.
- - - - - - - - - -
F
. .............
9
8
T. If
i-iFF , , ��61 1 1
®R— f
TIT --
T.
�5 -IM%
V
910
JI -14
U
V�
U F]
71 i,3
TV"L
'y 13f, 1141
WL� --
_4 h �,� 71";, g-! TA "IMP
X� V
L
W MI#Zt� A
zmgp��tmf "N
Photo #7 Right side elevation - Close up of 3 A/C condensers.
!!1;T
Photo #9 Rear elevation - Showing ground floor windows to be removed) Photo #10 Rear elevation Transformer Building close up,
Photo #11
4
transformer building to stay) and second floor balcony to be removed.)
44.
I MCI elevation
Close ups of condensers to be- relocated - See
J1 41
Mechanical Drawings.
I ft7alet
Lil-
FOR BIDDING ONLY
Amik
-OV
-IFT
NEW
Photo #8 Right side elevation - Close up of second floor bbicony.
1 5
hill -i
A
1 4
16
414, DOCUMENT AND THE IDEAS AND DESIdNS
Ji 1111
[Jill
F 17
177 .1
A COnPORATEO HEREIN , AS AN INSTRUMENT OF
10FESSIONAL SERVICE , IS TI iE PnOPEATY OF
190
1 4. T
RE
AN WHOLE OR -IN PART. FOR ANY AISON.
4THOUTTHE EXPFtSSED WRITTEN AUTHORIZATION
F E. IL RACEIt, ASSOCIATES,
L
AR7 A47.
t I I -
7 Y-4
WN
V
-: ", -i I, - 4,�
_7
Photo #12 Rear elevation - Second floor glass doors to stay w their second floor -4,
V11 W 7"".V
wall to stay intact: Ground floor windows to be removed and saved for
owner.
�A-
J 'L
XN
13 Wo
17 -01
Photo 1113 Rear elevation - Showing transformer building and power lines headed Photo #14 Rear elevation close up of foundation wall abutting transformer building. Photo 15 Rear elevation - Second floor balcony Photo#16 Left side ele�ation (from the rear.)
to transmitting tower.
Rain water leader to be relocated.
(To be removed.) E. R. R�C'EK ASSOCIATES
Z_ architecture planning hiteriors
180 Canal Street
Botaton, Mal!)S. (617)367-0785
20
Z-
112 *1k
7�
Boch Broadcasting
7',
RENOVATIONS &
ADDITIONS (Revis6d)'
U�
Left side elevation
Photo # 17 close up of roof profile
'278 aduth sea Qv' n
e e
WOSt yarmouth ma
Pit, 7
DWA*ig Iffle
L
41y, 4,
J,
X,
PHOTO SURVEY
in e� -rf4,
4ii,
r
T
446-
-77
dr
scale
,:S
dale 1�11
2
It, �,:T Ch
19
12 * 47 7
W;
0
no.
"XII
r ra
;i�� I
,Rjr�
R, �It
Photo #19 Rear view of equipment shed W Conduit and Viring in foreground.' Photo #20 Interior view Business Off ice- Rear windows to be removed. Photo 121 Interior View Business Office - Typical work station with computer. files Photo f22 Business Office - Interior rear wall - windows to be removed and turned
etc. - Casement windows to be removed and single hung on right to over to owner.
remain. -EX-T
Photo #18 Left side elevation - Viewed from left front. 01 15-1 C17
ShLof of
q ro
•
A
G .2
A.2 ROOF PLAN
SCALE
1=:P�, t2131�96
a
IIS `DOCUMENT AND ?HE IDEAS'xND DE§ION3
COnPORATED HEREIN, AS -AN INSTRUMENT OF
40FESSIONAL SERVICE , IS THE PROPERTY OF '
n.IOCEK ASSOCIATES AND SHALL NOT
E USED. IN WHOLE OR IN PART. FOR ANY REASON ,
4THOUTTI-IEEXPRESSED WnITTENAUTHOhilATION
F E. n. IRACEK ASSOCIATES.
1
E. R. RACEK ASSOCIATES
architecture ., planning interiors
180 -Canal Street
Boston, Mass. (617)367-0785
I
Projecl til le
Botch Broadcasting
RENOVATIONS & .
' ADDIT IONS(Revised
278 south see avenue'
WQSt Yarmouth me
Drawing IIIIe-.. --
ROOF .FLAW,
StNoTED
dr
���7ch
p
. _.... -
shed o/
I
BOCH nADIO STATION
WINDOW SCHEDULE
ITFM
TYPE
SIZE REMARKS '
BOCH RADIO STATION
CSM r
W-0
x
W-0" Vinyl clad wood typ.
B
CSMT
DOOR SCHEDULE
x
W -B"
C
CSMT
9'-6"
x
5'-01
D
CSMT
5'-0"
x
5'-0"
E
CSMT
3'=6"
x
3'-6"
F
CSMT '
6'-0"
x
4'-0"
G
CSMT
6'-0"
x
4'- "
II
CSMT
12'-0"
x
4'-- " Acoustical detail 2 / A-6
Acoustical
Rm's
Carpet Gyp. Ed 1"x 0, Susp.
8'-0"
3
Sales Area
Carpet Gyp. Ed VXV Susp.
8'-0"
4
ITEM
SIZE
-TYPE FRAME
LABEL HARDWARE.
REMARKS
5
Corridor
Carpet Glass V 41t, Susp.
8'-0"
\
6
As mirked
Caroet Gyp. Bd 1"x+� Susp.
8'
0'
7
Conference
Caroet Gyp. Bd 1"x Susp.
8'-0"
1
22' 7"
Entry
By 'Manufacturer
Store front
Gyp. Bd 1"x"f' Susp.
8'-0"
9
i
attic
Un f in. Unfin.
10
Corridor /
Landing
`":rcet Gyp. Bd 1'x6" Susp.
8'-0"
2 layer 5/8 Gyp Bd. @ stair walls
11
Bathrooms
lie Tile 1'x4' Susp-
r.
By Manufacturer
3' door with side lite le*t
handicapped access
•
_
I
< ,.._..
--
3
5'- 6 x 7"
Entry
By Manufacturer
_
V✓AI 1 I -F.(IF N0
MAR f,
D[ SCRIP I ION DE
I
AIL
Aj
I xisting walls to remain
4
2' 8 x 7"
H. C. WD
By Manufacturer
Interior, flush oak veneer
A-4
I
\
x 6 walls, interior partitions
"
_
A New 2 x
6 -sales area partitions; GYP, Bd .2
/
A-5
AsNew
5
2'- 4 x 7"
H. C. WD
By Manufacturer
interior, flush oak veneer\
A\
Remove
existing GYP Rd @ 1 side and 1
/
A-6
apply
acoustical treatment
6
Acousticai detail 6 / A -6
AInterior
glass walls @ offices, 2
/
A-3
! II loll. _ .. I II -7I LII
AExterior
glass store front @ entrance 1
/
A4
I•
BOCH nADIO STATION
WINDOW SCHEDULE
ITFM
TYPE
SIZE REMARKS '
A
CSM r
W-0
x
W-0" Vinyl clad wood typ.
B
CSMT
W -O
x
W -B"
C
CSMT
9'-6"
x
5'-01
D
CSMT
5'-0"
x
5'-0"
E
CSMT
3'=6"
x
3'-6"
F
CSMT '
6'-0"
x
4'-0"
G
CSMT
6'-0"
x
4'- "
II
CSMT
12'-0"
x
4'-- " Acoustical detail 2 / A-6
Ott
It II
X dl-
�I /� — 11 X t i c'IX�1_S l`C/I I fi 1_0
e
I
i
i
i
f
IDII���
SOCH RADIO STATION
ROOM SCHEDULE
SPACE
IDi
FLOOR WALLS FIN.3AS,E CEILING
HT.
REMARKS
`NUMBERED
BY
TYPE
M.AT MAT. MAT.
8'-0"
1 x 4 sq. edge #2 pine, painted 12" x 12" c. tile
1
Entrance -
III,n
rile Gyp. Ed 1"x� Susp.
8'-0-'
Details 1/A-6. 2/A-6, 3 /A-6, 4 / A-6
2
Acoustical
Rm's
Carpet Gyp. Ed 1"x 0, Susp.
8'-0"
3
Sales Area
Carpet Gyp. Ed VXV Susp.
8'-0"
4
Safes Manager
Carpet Gyp. Ed 1"�w Susp.
8'-0"
5
Corridor
Carpet Glass V 41t, Susp.
8'-0"
6
As mirked
Caroet Gyp. Bd 1"x+� Susp.
8'
0'
7
Conference
Caroet Gyp. Bd 1"x Susp.
8'-0"
.8
Lunch rm /
kit. 2esllienl
Gyp. Bd 1"x"f' Susp.
8'-0"
9
Storage rm/
attic
Un f in. Unfin.
10
Corridor /
Landing
`":rcet Gyp. Bd 1'x6" Susp.
8'-0"
2 layer 5/8 Gyp Bd. @ stair walls
11
Bathrooms
lie Tile 1'x4' Susp-
8'-0"
8 x 8 floor, wall tile to ceiling both baths
handicapped access
•
_
I
ROrl1 nAt)In STATION
V✓AI 1 I -F.(IF N0
MAR f,
D[ SCRIP I ION DE
I
AIL
Aj
I xisting walls to remain
ANew
2 x
6 walls, Insulated R-13 Batts 3/
A-4
New 2
x 6 walls, interior partitions
"
_
A New 2 x
6 -sales area partitions; GYP, Bd .2
/
A-5
AsNew
acoustical walls 1
/
A-6
A\
Remove
existing GYP Rd @ 1 side and 1
/
A-6
apply
acoustical treatment
AInterior
glass walls @ offices, 2
/
A-3
AExterior
glass store front @ entrance 1
/
A4
Ott
It II
X dl-
�I /� — 11 X t i c'IX�1_S l`C/I I fi 1_0
-
Sillrpne I'I I -- - --'
-erma-Shield
'•h" Channel
Firma -Shield ! F
Casing +di _
Silicone
Caulk \
Extension
II I Jambs
HEADQi ,
i Insect Screen
Silicone'
Caulk--+
Perma-Shield j
Casino A,
Silicone
Caulk �
SILL
WINDOW HEAD & JAMB, TYP.
N.T.S.
a
e
I
i
i
i
f
IDII���
IDi
-
Sillrpne I'I I -- - --'
-erma-Shield
'•h" Channel
Firma -Shield ! F
Casing +di _
Silicone
Caulk \
Extension
II I Jambs
HEADQi ,
i Insect Screen
Silicone'
Caulk--+
Perma-Shield j
Casino A,
Silicone
Caulk �
SILL
WINDOW HEAD & JAMB, TYP.
N.T.S.
a
11 II 1 iI
7.° /i 2x71° cc> X71-011
- CS) 2-�Ilx 7j -SII N.C.-FLtJSHOAKVEaIt:Ei�
H -FLCJSH6AKVENEEW,
51 ollX S!-cll 31_GIIX✓,-SII 61-o:lX4l-'
If
.I
FOLDING DOOR HEADER` DETAIL
•SCALE. -1/2'=1'0''
LEDGER \W/
312'1 DIA. LAC,
EOLTS, -rYP —
0
NOTE - fZOiJyH F2AM11JCI 1'IZESSJRE TREATED.
(X1- MAH0C4AjJyDECK(K1C,. `AILSPACED,
f?0OF10Ct FEL7_6TKIP6 EEf,./EF_d PLAIIIKS 4 5_576r, 7-(P.
AL1,.FRAMI0C1 � 1=1KIIEH "tLS HOT D1PPED4AL.00A77ED,.
HAH0GAIliY EALISTFADE W1 I I v,'' 8q. 6ALvs-4 -EPU
-DECK ELEVATION
e
I
i
i
i
f
11 II 1 iI
7.° /i 2x71° cc> X71-011
- CS) 2-�Ilx 7j -SII N.C.-FLtJSHOAKVEaIt:Ei�
H -FLCJSH6AKVENEEW,
51 ollX S!-cll 31_GIIX✓,-SII 61-o:lX4l-'
If
.I
FOLDING DOOR HEADER` DETAIL
•SCALE. -1/2'=1'0''
LEDGER \W/
312'1 DIA. LAC,
EOLTS, -rYP —
0
NOTE - fZOiJyH F2AM11JCI 1'IZESSJRE TREATED.
(X1- MAH0C4AjJyDECK(K1C,. `AILSPACED,
f?0OF10Ct FEL7_6TKIP6 EEf,./EF_d PLAIIIKS 4 5_576r, 7-(P.
AL1,.FRAMI0C1 � 1=1KIIEH "tLS HOT D1PPED4AL.00A77ED,.
HAH0GAIliY EALISTFADE W1 I I v,'' 8q. 6ALvs-4 -EPU
-DECK ELEVATION
O�I—cltX41_�d
FOR BIDDING ONLY
1.10T RIM%
N�':4
—3!I DIA POSTCAp
o/ I X PLATE
,I
' THIS DOCUMENT AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN , AS AN INSTRUMENT OF
PROFESSIONAL SEnYICE . IS THE PROPERTY OF
E . R . FIACEK ASSOCIATES AND SHALL NOT
BE USED. IN -WHOLE OR IN PART, FOR ANY REASON
WITHOUTTHE EXPRESSED WRITTEN AUTHORIZATION
OF E. R. RACEK ASSOCIATES.
to
E. R. RACEK ASSOCIATES
architecture. planning interiors
180 Canal Street
Boston, MaSS. (617)367-0785'
E Project title
Boch Broadcasting If
RENOVATIONS -&
I
XtOTi21M
t
zx l0 5srs f ` ADDITCNS
278 so'btfi sea "sireflue
[XHAHCO,Au'RISERS west vermouth me
CLf261(_IC0QE C,7TS. _I
1f k Drawing title
PINNED, GAL FcST BASE
` x
IY4Ma.H,;rAQ' DVFCKILicI 4 SCHEDULE AND
C GrAl IZS I
DtTAILS
—4-RT•2 X 12 STKIkI ERS o/ left DIA.CArJc.SONG -jZlt f
,RX P-17 PLAT;: Fli&5P
� 1' G•4 MIU.BELOWc!RADt- scale d; -
121—b`II
roll C011G PAZ) G E?Ut'fcM AS N7TEn
date? Z`� ! i %r. Ch.
sheet no.
SCALE t/20='1#—b`_,A
i
sheet of wJ
IDII���
O�I—cltX41_�d
FOR BIDDING ONLY
1.10T RIM%
N�':4
—3!I DIA POSTCAp
o/ I X PLATE
,I
' THIS DOCUMENT AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN , AS AN INSTRUMENT OF
PROFESSIONAL SEnYICE . IS THE PROPERTY OF
E . R . FIACEK ASSOCIATES AND SHALL NOT
BE USED. IN -WHOLE OR IN PART, FOR ANY REASON
WITHOUTTHE EXPRESSED WRITTEN AUTHORIZATION
OF E. R. RACEK ASSOCIATES.
to
E. R. RACEK ASSOCIATES
architecture. planning interiors
180 Canal Street
Boston, MaSS. (617)367-0785'
E Project title
Boch Broadcasting If
RENOVATIONS -&
I
XtOTi21M
t
zx l0 5srs f ` ADDITCNS
278 so'btfi sea "sireflue
[XHAHCO,Au'RISERS west vermouth me
CLf261(_IC0QE C,7TS. _I
1f k Drawing title
PINNED, GAL FcST BASE
` x
IY4Ma.H,;rAQ' DVFCKILicI 4 SCHEDULE AND
C GrAl IZS I
DtTAILS
—4-RT•2 X 12 STKIkI ERS o/ left DIA.CArJc.SONG -jZlt f
,RX P-17 PLAT;: Fli&5P
� 1' G•4 MIU.BELOWc!RADt- scale d; -
121—b`II
roll C011G PAZ) G E?Ut'fcM AS N7TEn
date? Z`� ! i %r. Ch.
sheet no.
SCALE t/20='1#—b`_,A
i
sheet of wJ
{
—Zrv"`YJ•t "" S. t-.✓+-:"' _ � ..=�
._..... .....•_.._.""..� �- � _ ,�/ 1 � � J t� _ / � J y /'' a.i �4�. alr•. � .. �/~ - �_. ,M t ��r:.P•I} � "'`_~
._... .,na F "w•.a.._ �; i t J . i - r _-wsa.d^ ., .��..s _ �r„w.w �.a..s' � Y�����.,».,i
f
.To.�c !i evr
n
'..-..•_. ,_�.,,,_,� ;'i ; ., , / ,{ .,` �" • ;/ � ter^' �„„_ i �,,,..,,,r< -
f .,^ ,.. _ '"•"�..ss-�:..:_ --. ti- 'i P�' �'.Ib t'c'". :,-fir r_' _ � � -
� -.: �. .t "^.�'uc.,,..r ... ti=.,�-s;•;,rmv.,,,s..+'.+we�.....�k�..�.,�.�+'�i""°a �mrc-.j..,'..�r...:+.-+++;....� W �. �.. ,.. � � -.� _. ..a.: .t ,.,, ..
.-.._ �.`.-.-r._'c' ...,..e r 1,E �,y�,. .,...-wrw ..- nr+rn ,... J�� ,�mr........ ••.w -"y j rJsrec--""c- s^�".�."„`._,.r'J .. �*f.J+,,.. ,
"-+�-�-`+._._.- ^"�y'._� `�..•e..-+.��,aM..,.., ...u.�.so. :.-ews•rslrw>n-...-.•^•."”" . { .-. _ -. �� �
_ a..• ,i _c.. _..—...: � ..._.... :- , •••' ,,,...--^ .M"��` � _ -i :.m -y^ . ;-da.,�._ � vy,..t�-:'.`[ice
f..�q.c7 "• Na4 _^
y
.y
. .. nal ...- • .y • � .. x ^. � � _
.sal.'w•„"`.-s. a _ .amu/` i..
Ae
1.
Y.:i..;. .x , - - ,-� ., I;t4".' q.�YA'Y _ — _ -- .\ ----—"--'"--- ---__.1�- - ,.1� — 1 t-
-'
I ,
K...
n
�.... - ✓s �.: ...�q;"�'�};. =�^ -.'. .�-. ,k, .. F. t- 1i1i hI 1 , , 1r�
.
3�s
i._.�,-.i✓,,.a.- � __ --._ .--_-__... _ _ ill) _ _ ___ —�_ _ .._ ... _..-. _ ___ __ ,I,.. �.-:1.. _____ f ..
.. � � _... -:�:. +t: `•: �_ '-^v x•y�^, ... .-.:
-
r
a :
,v.
♦ r •• • x y � r r
i
1, •• • • • • ♦ • .n , , •— •:
n }} .I , e r ... +• r3 ry _ M:. _ 1:. . n m , '.:. :.. .- .. li .... ..... ... .. _.o•e
.♦.. s - c % _4.. a-. _ t -. -.r:
�•a _ ., ,,, _ , :.,: , :. , __„ ... 'b _ :-:. .._ .,. -. 1. -._. >. en ..,: _�. -.
employee entrance
F XI_ST.IN G_BU I_LD I_N_G_ ---- N E-W_BUILD ING
I
, I -
PRODUCTION
STUDIO
A
CORRIDOR
i
WCOD STUDIO WXTX
�i.7 I TALK STUDIO NEW STUDIO
/ {
W XTK
AIR CONTROL
i
RECEPTION j',
PRODUCTION
DIRECTOR
WCOD NEWS
TOILET
TOILET UT1LnY
EXISTING
TRANSMITTER
EQUIPMENT ROOM
EXISTING
TRANS. BLDG
STAIR PROGRAM CONFERENCE. CONFERENCE
PRODUCTION OPERATION 16,x20 ICK 2C
ENGINEERING DIRECTOR MANAGER
12�I'� I'1�12
I ,
CORRIDOR
WBKJ AIR
CONTROL
WJGO AIR
CONTROL
COnmDon .
M�
SALE
RECEPTION
.nnl --
FLOOR PLAN
c
SALt:S MGn.SALES MGR. SALES NIGR.
it
10x10 STOR 3 IOXIc
CAFETERIA • -
f e)
j -
-01m WINK
c��rCN�N
• II
SALES AREA SALES AREA j- SALES AREA
IGx2G — VENDING44
i<oX2C iroX lL0 L
I �i III
E
y ' 'PORCH
I II I�lj
NEW ADDITION 1201-10'
0
O
i
to
RSV 'LlIlki,
THIS DOCUMENT AND THE IDEAS AND DESIGNS
INCORPORATED HEREIN AS AN INSTRUMENT OF
PROFESSIONAL SERVICE . IS THE PROPERTY OF
E. n. RACEK ASSOCIATES AND SHALL NOT
BE USED. IN WHOLE OR IN PART. FOR ANY REASON .
WITHOUTTHE EXPRESSED WRITTEN AUTHORIZATION
OF E. R. RACEK ASSOCIATES.
E. R. RACEK ASSOCIATES
architecture planning interiors
180 Canal Street
Boston, Mass. (617)967-0785
ProjMA title
Boch Broadcasting
RE NOVATIONS
ADDITIONS (Revised)
287south sea avenue'
WEST YARMOUTH MA
nrn*nq till
-
scale
1140
Ar..9653 .�
{,ate lz X21
jch
sleet no
Sheet of
I
, .
L
AREA CALCULATIONS:
TOTAL LOT AREA
96.8741 d
I
2
V U ARA - 29.J901 7 TOTAL IMPER f0 S E
TOTAL BUILDING AREA - 8.12JS s
1
PARKING CAL CULA T I O�
h LEWIS I SPACE PER 200. SF OFFICE SPACE A
r - LEWIS JAr I°^e 9.49J SF / 200 - 48 SPACES
OCU h _ / PROVIDED - 49 SPACES
EA o
f HANDICAPPED SPACES REQUIRED - J 3
i
AO/ t HANDICAPPED -SPACES PROVIDED - .T S
TREES REQUIRED 4878 - 6 TREES
s0U!+0 TREES PROVIDED - 6 TREES
D
ET
o'
N
T�
w
+SL
JJ�T -L OCUS MAP �!
ASSESSOR'S MAP /0. PARCELS H1 A HJ.
ZONING DISTRICTS. R-25. MIN FRONTAGE - 150'
SETBACKS: FRONT - JO'. SIDE 15'. REAR - 20'
MAXIMUM BUILDING COVERAGE - 25x
FLOOD ZONE Al2 (EL 10). MAP 250015 0005 D. DATED 7/2/92
GENERAL NOTES:
1. PROPERTY LINE INFORMATION WAS COMPILED
FROM AVAILABLE PLANS AND DEEDS OF RECORD
ly _ AND DOES NOT REPRESENT AN ACTUAL ON THE
GROUND SURVEY. -
'- 2. .TOPOGRAPHIC INFORMATION WAS OBTAINED BY
ELECTRONIC SURVEY METHODS.
J. ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC
VERTICAL DATUM
4. BENCH MARK USED: MON. e9. ELEV - 7.84! / ♦�
I
I� 5. FOR BENCH MARK. SET.SEE PLAN.
16. NO DETERMR1RTfON HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL r r�
PERMITS. VARIANCES ETC. FOR THIS PROJECT. l/}
7, IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
To HAVE THE PROPOSED BUILDING FOUNDATION r �' fW
t DESIGNED TO ACCOUNT FOR THE EXISTING GRADE a
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE J_ zt 1•
DESIGN ENGINEER ONE WEEK PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS.
" 7.7,
9. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
( 1-800-322-4844 AND THE LOCAL WATER DEPT.
( FOR LOCATION OF UNDERGROUND OTILITIEiS.
IO.ALL CONSTRUCTION METHODS AND MATERIALS AND
�
MAINTENANCE OF THE SEPTIC SYSTEM SHALL 0-
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL 7.69
4�- BOARD OF HEALTH REGULATIONS.
UPC1 r.
II.EX/STING SEPTIC TANK TO BE PUMPED DRY AND`^
INSPECTEC FOR WATERTIGHTNESS AND FOR CONDITION '
OF INLET AND OUTLET TEES PRIOR TO STAT OF (((�
SEPTIC SYSTEM CONSTRUCTION AND REPLACED
IF REQUIRED.
• C`cJ r
' 12.ALL SEWER PIPE SHALL BE SCHEDULE 40 OR '-
APPROVED EQUAL. W
IJ.ALL UNSUITABLE MATERIAL (A A B HORIZONS)72�
1
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5' oo i7
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.'
14.EXISTING LEACH CHAMBERS AMC) D -BOX TO BE TDP reemrrK
EL •7.96
PUMPED DRY. REMOVED. BACKFILLED WITH
CLEAN SAND AND COMPACTED AS REQUIRED.
15.D -BOX TO BE WATER TESTED TO CHECK FOR LEVEL.
w 16.ALL STORMWATER RUNOFF =FROM IMPERVIOUS AREAS "
TO BE CONTAINED ON. SITE.
'c
4
H2O FRAME AND GRATE
MORTARED IN PLACE
NEENAH .R -J409 OR EQUAL
A FILTER FABRIC
!LVIN. 4. OF
• AMExArrav ou,oFx fpmpeqp PSTONE
�J/4• - 1 I/2- DIA.
�aeCosR�
WASHED STONE
CRA I NAGE STRUCTURE
DETA IL
NO SCALE
F,
:
,
w ;
N ER
T EL E VA
TID S.
N DES E )GNC lT
R ER l
•
ACCESS COV£RS MUST BE'WITHlN 24 ' I ,ACCESS COVER TO � �• � �� •
0 9- MINIMUM.
..FIRST 2 T
N ERT 1N
SEPTIC 6.75
TANK:
DES FLOW: OF
b' OF,FINISH GRAD FDR GR FOR E L FILE. SP
0 E FINISH ADE, R ACE
3'MAX/MUM CO
8E LEYEL� £R
•sox of $l r£
SEPTIC TANK AND DPUMP CHAMBER, TEE 1 INVERT RT OU
T SEPTIC TANK 6.5
9.493 S.F. 1000 X 75 712 GPDMIN. 2•of
,- exOF51TE
PEASrONE VENT INVERT IN PUMP CHAMBER: 6.25
ie INVERT OUT'PUMP'CHAMBER:6.0 SEPTIC TANK REOUIRED:
2 SCH 40 PVC
712 G.P.D. X 20oz '� 1424 GAL.
-' o• ', ,> . lo.a 9.e INVERT IN DIST. 80X:, 11.47
e 6'•0 SEPTIC TANK PROVIDED:'EXISTING 1500 GAG.'
6.75 . , 4.7 11:47 b INVERT OUT DIST. BOX: I1 - 3
,- .:LEACHING CHAMBERS : J14' - ). 1/2' DIA. -
7IRE0
9 OUTLET WASHED STONE '- INVERT IN LEACH CHAMBER: 10. 8 '
D -80X SOIL ABSORPTION SYSTEM REQUIRED:
1500 GAL . _ BOTTOM OF LEACH CHAMBER: 9. 8
SEPTIC TANK 'PUMP; CHAMBER DESIGN PERC RATE -i 5 MINIINCH
ES WATERTIGHT 3 ADJUSTED GROUND WATER: 4.8
!EXISTING! SOIL TEXTURAL CLASS -�_
=Es FACTORY WATERPROOFED OBSERVED GROUND WATER: ' 3.7 EFFLUENT LOADING RATE - GPD/SF
6' CRUSHED STONE BASE BOTTOM OF TEST HOLE 02: 0.7 712 GPD / 0-746PD/SF --962 S.F.
INDEX WELL M!W 29. ZONE A
PROF I L E: NOT TO SCALE 9196 - 7.4 READJNG. I. !' ADB. PROVIDED: 2 ROWS OF 5-4'X 8' FLOWDIFFUSORS
W/2' STONE SIDES. 4• ENDS.
8'X 48X 12'DEEP. A-992 S.F.
1 »
SOIL 'TEST P DATAe
I 7.e p�pJJ 1NDICATES �_ INDICATES
U► 21/45 ' + :. 1pd PERCOLATION OBSERVED
666�DDD TEST _ GROUNDWATER
` e<4+ _ i } TP• 1 TPS 2
I GRND EL. 7.7
�e r GRWDELL 3-7 G. W. EL. J.7
aIDN r HORIZON TEXTURE COLOR 7 7 0'
HORIZON TEXTURE COLOR
1 7.7
O• SANDY IOYR SANDY -IOYR
A LOAM 4/2 A LOAM 412
I
10 '06'E- ' 7• ........................................... 7.1 8 ..............................................7.0
I 00' ".� ..' D LOAMY IOYR p LOAMY IOYR '
I 1J SAND............5/8 D SAND 5/8
IJO �............................................ 5.2 24 ............................. s.
7
e. Je II -- ` C AIED I UM ' IOYR C MED I UM IOYR
! ! rs .\` . SAND 716 SAND 7/6
42
....... -
?I/ - ♦ �\`` ..'•'Rs O 48' J.7 48• J.7
. c "�„'
•0cb a o ANTEWS =
Dif
/.••, .JJ e. is �` ♦-- a "O h 7. QZy O
�^ /
CABLE TRACK 80• 11.0 .: 84- 0.7
.J .......... r
h \ IXrsr
i A `trjs.a s.o` trout .`. e.s co up'.. I 41
Sr ep• ,
e M I I4l.t OO E 7. DATE: SEPTEMBER 20. 1996
j
TEST BY• STEPHEN HAAS
t $ pRtE TRACK WITNESSED' By.. RON CAD ILAC
PERC RATE: 1 2 MIN/INCH
JSao - 0.7 IllsIILOlyO ,; '��*� 4,LE 5 PUMP SYSTEM NOTES
�, ;Ile• Pop �. F'f F �R .S / LO 'ANTENNA �ti `��
J ep.• EXIST O+Awa ' e•Ja-----__�_^ N ` !. PUMPS TO 8E MYERS RESIDENTIAL SEWAGE PUMPS MODEL SRM4
LIMIT �' / : OR EQUAL.
�, � � �fr,o!yl y/ r 2. THE PUMPS SHALL START AND STOP AT THE ELEVATIONS SHOWN.
i OO# I
IXrsnNo rsao'eAc - -
_ X� 1,.� , J. THE PUWPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH
G 7.52 SEPTIC TANK
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V,. REGULATIONS.':.
- pub ; ' : 7•T PUMP DISCHARGE SHALL BE 2 INCHES. PUMPS SHOULD BE ABLE T04E,
1. 47 ;, ,+I/! DISCONNECTED AND LIFTED OUT_OF THE PUMP. CHAMBER BY THE LIFTING
wo,
e.s r• �s_s ! '-`.� CHAIN WITHOUT HAVING TO ENTER THE PUMP CHAMBER.
` -' " + 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE
! POWERED BY A CIRCUIT SEPARATE FROM THE. PUMP POWER.,
PUMPS RE L
r f : i I I I 1 p 4. A TO ALTERNATE EACH CYCLE.
•� �Exlsr/,� Jp .I ' i:J if r f i- i f '? Ir.24' DAxr.
1- OA'E" pARR/,yO -i r '• 1 I I I i r I I ? ` _ h -`- -
TP
` 1
i �% ;C•:.{: y'/ST/N01 I PRO) 1
R!M-S.S rl 7 O$0
/O •Y tO,i"" PMRINO ,.y 1 + •f.0 �O
1 I H If -:1 JYJTFll iS. t : : uPAt'ES raTit f �+ �2'
Y 17'-' 11U•a i 1 I P J+lI Q
e.1 +. r 4. JT �J4Lq RS - R 1 ,'
�1' ' 1 a UNION
fY 4- PVC UPL
INo ETI
MERCURY FLOAT
' PE
2'CALIR
r-2-• - 0Yl4RO _�_ --*�roT��r a� i►�bR -O - - D -Box ' SWITCHES
TREE frypl ALARM AND
L rFn
xa
2 ROrJ OF S FLOWDIFWSOJ afA7
CHECK
J. JJ , -' FA'IST/,�y LFDAR Aft pf •''` 1, LIGHT r/2' STONE SIDES AND I' FADS SECOND PWUP ON YAL rE
„AC, jWr4k- (A(r i ,� 1
TO A, `` PLGlP ON J. l
o
_ 1 PUMPS
fV 80-41.F�f-� 1 n
- H-�{ PUMP OFF 2.3 bb O'SUMP
00 W :. JB2. 68• -,L_---1--'--- __ � ✓ ...
141VZ-1 / -- 8.0 -__ -
V ADD PLAN11Nf# AS )PEOUIREDJ _
TO SCREEN PARKIN" FROM 7.74 -i
. e.Ja S`.
RADIO LARLE .PUMP DETA I L: Nor TO SCALE
USING 1500 GAL. H-20 SEPTIC TANK
WATERTIGHT AND FACTORY WATERPROOFED
PLAN O 'LAIV
' /V
WE S T YA R MO U Tf-/ "A .
PREP,4RED FOR
LEGEND
BOCH BROA 0C,Q S T
CONCRETE BOUND FOUND
® WATER GATE 278 SOUTH SE,4 A VENUE._. WE5 7-
Y.4 4iLfOLI7-H. "A
-W- WATER L 1 NE
O HYDRANT SC,4L E : 7 - - 30 SEP TE"sJE_ R 27, J 996
GAS 6A TE
00
�,;C;,•.r J' -J/4' CRUSHED 91UESTONE G- GAS LINE
1 , -, • ; 6- DENSE GRADED +. CATCH eAslx E'A GL E -5- UR VE Y NG �L NG I NE'E'R I NG INC
'.
CRUSHED STONE ;.' 1-0- UTIL l TY POLE W/ GUY WIRE u t e
92,3 R o
-•---- OHW - OVER HEAD WIRES Ya I' In O L t h p O r : t MGr ® 2 C,;>5
'RK I NG AREA DETA J L -T- UNDERGROUND TELEPHONE LINE / 5 ®� 3 62 - 8 13 2
NO SCALE +40. It EX/ST1NG SPOT ELEVATION l
EXISTING CONTOUR
r-5,06"') 432 -: 5 3 -:51.3
' AJ.� PRDPOSEL SPOT ELEVATION
0 /5 Jo 6o JOB NO: 96-315 FIELD: RVB/PDR CALL: Cf`W/SAH CHECK: CFW ORM: SAH
r
Y• �� v .s
INVERT ELEVATIONS: DES 'GfJ CR'TERIA:
AREA CALCULATIONS: ACCESS COVERS MUST BE WITHIN 24- ACCESS COVER TO FIRST 2' TO 9' MINIMUM. INVERT IN SEPTIC TANK: 6.75 ; c
6' OF FINISH GRADE FOR FINISH GRADE FOR DESIGN FLOW: OFFICE SPACE
' 111 TOTAL LOT AREA - 96:8741 S.F. BE LEVEL 3' MAXIMUM COVER
SEPTIC TANK AND D -BOX PUMP CHAMBER TEE INVERT OUT SEPTIC TANK: 6.5 9493 S.F. 1000 k' 75 - 712 GPD
TOTAL IMPERVIOUS AREA'r 29.3901 S.F. - 30z OF SITE MIN. 2' OF
\ TOTAL BUILDING AREA - 8.1231 S.F. 8z OF SITE PEASTONE VENT INVERT IN PUMP CHAMBER: 6.25
!8 INVERT OUT PUMP CHAMBERL SEPTIC TANK REQUIRED:
40 2 SCH 4O PVC 712 G.P.D. X 200x- 1524 GAL.
PARKING CALCULATIONS: 10.8 - , 9.8 INVERT IN 01ST. BOX: 11.47 SEPTIC TANK PROV,DED: EXISTING 1500 GAL.
6.75 - 11.47 bb2�S INVERT OUT 01ST. 80X: 1 1 . 3
y LEWIS O F - LEACHING CHAMBERS 3/4' - 1 1/2' DIA.
1 SPACE PER 200 SF OFFICE SPACE REQUIRED 9 OUTLET WASHED STONE INVERT IN LEACH CHAMBER: 10.8
LEWIS DAY POA'° 9.493 SF / 200 - 48 SPACES - SOIL ABSORPTION SYSTEb! REQUIRED:
OCU y 1500 GAL D -Box BOTTOM OF LEACH CHAMBER: 9.8
D PROVIDED - 49 SPACES SEPTIC TANK PUMP CHAMBER -- DESIGN PERC RATE -i5 MINIINCH
EA HANDICAPPED SPACES REQUIRED - 3 SPACES ADJUSTED GROUND WATER: 4.8
(EXISTING) WATERTIGHT 6 SOIL TEXTURAL CLASS
[
HANDICAPPED SPACES PROVIDED - 3 SPACES
TREES REQUIRED 48/8 - 6 TREESFACTORY WATERPROOFED OBSERVED GROUND VIA TER: 3, 70
EFFLUENT LOADING RATE G. --��-� D/SF
fTSoo TREES PROVIDED - 6 TREES 6' CRUSHED STONE BASE BOTTOM OF TEST HOLE A`2: 0.7 712 GPD /_4.7 GPD/SF962 S.F.
INDEX WELL M I W 29. ZONE A
ROWS OF 5-4'Y. 8' FL ON/71FFUSORS
PROVIDED: 2
T 'SLA
�qp L OCUS MAP PROFILE: NOT TO SCALE SIDE
W/2' STONE /DE9196 - 7.4 READING. I. I " ADJ. S. 4' ENDS. _
8'X 48'X 12 -DEEP. A-992 S.F.
ASSESSOR'S MAP !O. PARCELS HI Q H3.
ZONING DISTRICTS. R-25. MIN FRONTAGE - 150'
SETBACKS: FRONT:- JO'. SIDE - 15'. REAR - 20' SO I 1 -TES I7 P l !F
DA TA &
MAXIMUM BUILDING COVERAGE - 25z
FLOOD ZONE Al2 (EL 10). MAP 250015 0005 D. DATED 7/2/92 Ta+ PERCOCOERLATION INDICATES
/CA TES �_ OBSERVED
Lr r(/4s TEST ? GROUNDWATER
GENERAL NOTES: i t
8.0+ 6.4+ TP♦ I TP._.Z-
Q
GRND EL, 7.7 GRND EL. 7.7
1. PROPERTY LINE INFORMATION WAS COMPILED .i i G. W. EL. ,3.7 G.W.E`'. 3.7
FROM AVAILABLE PLANS AND DEEDS OF RECORD Tor caroti
AND DOES NOT REPRESENT AN ACTUAL ON THE EL -8.82 i 0- HORIZON TEXTURE COLOR 7 7 0 HORIZON TEXTURE COLOR
6. NO DETERMINATION HAS BEEN MADE AS TO s's}
'COMPLIANCE WITH DEED RESTRICTIONS OR ZONINGJe 5.25 7
n'
.`♦ r o O
REGULATIONS. IT SHALL REMAIN THE CLIENTS``
RESPONSIBILITY TO OBTAIN ALL PERMITS: SPECIAL ADD 4^WIDE
PERMITS. VARIANCES ETC. FOR THIS PROJECT. („ M - PtANrrNo JrRrr \ ``•�♦ a s r TRACK 7.9
•`V OF S' HIl#I
..
R y DENSLY PLANTED `\`. EXIST ♦` -- EO WOODS .. -}+. Ir CABLE
7. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY n \ SHRUBS e:0` a Eo
�}e.a9 uan LAWN
e a ♦\ s aa,s S180'41'0
0
-E 7. -
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE o ;� _ '46 t s r
AND SOIL CONDITIONS AT THE LOCATION OF THE ^ ' c e CABLE TRA -
PROPOSED BUILDING.
8. SEPTIC SYSTEM e Q coNc CrlsT , m
INSTALLER -SHALL NOTIFY THE V y .� a `,. WA[K [NO Bu 7.
O dsa0 S., /[D/NG f I4VGRND �gLE ; , \
DESIGN ENGINEER ONE WEEK PRIOR TO CONSTRUCTION l _ ° e.T [Its P/Rs7 i Qs
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE J �\ [i ora TOP off P, � S "+5.9 B a l ANTENNA Has t�\
CONSTRUCTION INSPECTIONS,1. EXIST s.so
f ep d-
------------- >
tl�lr ,
7.7 8.22 '
9. BEFORE CONSTRUCTION CALL DIG -SAFE'.' -s e. P)POp_ 43eo
I-800-322-4844 AND THE LOCAL WATER DEPT. `� - "o
FOR LOCATION OF UNDERGROUND UTILITIES. OV
7.71 £xrsrrHo fsoo oAL s E�4 CDR
R
c
G 7.52 SEPTIC TANK-
IO.ALL CONSTRUCTION METHODS AND MATERIALS AND "e
�] s4 _
MAINTENANCE OF THE SEPTIC SYSTEM SHALL `- G 7.47 ADD 4 WIDE T'e+
✓� EXIST tYIAIIRERI 1 / - - ' PLANTING STRIP
CONFORM TO MASS., D. E.P.. TI TLE 5 AND LOCAL , , -. ' a•2 r r
BOARD OF HEALTH REGULATIONS: Res a's r4 5.6 riQ4T
` _ -6 of s• Nlw
/,�r�r . ; / I. ♦ DENSLY PLANTED
�C6 I/T ; L,. ' TER _--- -. ♦` 1 e d �.. I ..l f \ SHRUBS
>:
IJ.EXISTlNG SEPTIC TANK TO BE PUMPED DRY AND
1NSPfCTEC FOR WATERTIGHTNESS AND FOR CONDITION I J !' - s• I i' r \` PROP `
OF INLET AND OUTLET TEES PRIOR TO STAT OF � k ` I: traHr e.
- }O '
SEPTIC SYSTEM CONSTRUCTION AND REPLACED (� S fi Q/sr1Na s7oyE I p
-6 a 1 TP►t
IF REQUIRED. (7
7.S4 -}e k oil
12.ALL SEWER PIPE SHALL BE SCHEDULE 40 OR �, t Rru-s.s ;I : lSTiN01 PROPOS e \ i
APPROVED EQUAL.
1 ,, ,,� -. � �. � yir t :. EPTlC � _ 1 4/ /O � IA PARK/NG 1 \\ 7 �.0 �
- r SYSTEM 1 1 "y�•"p
` �♦ i. AY .I J ' /5.!! ;_� ACEI nr4 j� \\ 42•
13.ALL UNSUITABLE MATERIAL (A A 8 HORIZONS) m $ ♦`♦ - i a, f 1 _W t,4AEx LTL4Ya Rs . " I
ENCOUNTERED BELOW THE INVERT OF THE LEACHING o °p ��7.?J C` -f s AROND s ?4` _ I - \♦ o
FACILITY TO BE REMOVED FOR A DISTANCE OF 5' "0 •47 { S e 6 ; i (r i �♦ a, y
1 PROPOSED - a 1) I ♦ , D-e0x _
AROUND AND REPLACED WITH SAND !N'ACCORDANCE < ERAT/ot !!! `
Y'CALIPER f"� � r/4, JTO E �M9E`aS 1 x WITH TITLE 5. _-_ TREE ItrvI
- s. S➢ 6T/ARD -_----��TAEr_ I. - - PhDR�D " � 2 ROWS OF S FLOWDIFUSSORS
EL-7.96/Ors
L •7. parofSK .SJ , /ST/NG BAR, AND INE Bt ` Y 1�� -- LlaHr r/2' STONE SIDES AND 4' ENDS
14.EXISTlNG LEACH CHAMBERS AND D -BOX TO BE
PUMPED DRY. REMOVED. BACKFILLED WITH rD
CLEAN SAND AND COMPACTED AS REQUIRED. A 7.0
!Y 8041 •00-µ
..• - -. - f C f� TT �• - 8-------�---_----�-' --
15.D-BOX TO BE WATER TESTED TO CHECK FOR LEVEL; L 2 O r A 7.83
- - - SUPPLIT S Alr OF NG TREES .C,. •�10.0-
" - TO MEET BttAW /.� AN £XlSTlNO JUPPClYENr PLANTINGS AS REQUIRED
--
16.ALL' STORMWATER RUNOFF FROM IMPERVIOUS AREAS 4• CALIPER TREF OR A PROPOSED TO SCREEN PARKING FROM RADIO LANE
TO BE CONTAINED ON SITE. - _ - T' CALIPER TREE EVERY ?0 FEET - WITH A 4' WIDE PLANTING STRIP OFA - T'74 SrALF��
WITHIN THE SUFFERS. - YIN. S' HIEN DENSLY PLANTED SHRUBS. 6.e
LEGEND
CONCRETE BOUND FOUND
® WATER GATE h
H2O FRAME AND GRATE -W- WATER LINE
MORTARED IN PLACE
O HYDRANT.
NEENAH R-3409 OR EQUAL
FILTER FABRIC TYPE 1-1 BITUMINOUS CONCRETE
f
2- BINDER COURSE. I- TOP COURSE GOA- GAS LINGAS GA E" `
MIN. 4' OF c
PEA STONE - ,
�t .Pe9 Odd p s • , - . • , 6' DENSE GRADED ® CATCH BASINrAM_ER4rlON CHAMBER - bo qo 00 3/4- - 1 !/2- DlA. . , . CRUSHED STONE BASE r -o UTILITY POLE W1 GUY WIRE 1
WASHED STONE ---- OHIV -- OVER HEAD WIRES157
DRAINAGE .STRUCT(1RE PAVEMENT DETAIL -T- UNDERGROUND TELEPHONE LINE
NO SCALE . HO.4 . EXISTING SPOT ELEVATION
DETA I L '------ EXISTING CONTOUR
NO SCALE 40.40 PROPOSED SPOT.ECEVATION
<,
0 15 30 60
80' 1 I1 0 84'
7. 7
7.0
5.7
3.7
0 7
DATE: SEPTEMBER 20. 1996
TEST BY,STEPHEN HAAS
WITNESSED BY: RON CADILAC
PERC RATE: ( 2 MIN/INCH
PUMP SYSTEM NO TES :
f. PUMPS TO BE MYERS RESIDENTIAL SEWAGE PUMPS MODEL SRM4
OR EQUAL.
2. THE PUMPS SHALL START AND STOP AT THE ELEVATIONS SHOWN.
J. THE PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS.
PUMP DISCHARGE SHALL BE 2 INCHES. PUMPS SHOULD BE ABLE TO BE
DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER BY THE LIFTING
CHAIN WITHOUT HAVING TO ENTER THE PUMP CHAMBER.
4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE
POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER.
4. PUMPS ARE TO ,ALTERNATE EACH CYCLE.
24 SPAM -+{
4' PVC INLET up INC 2 rrc
MERCURY FLOAT _
+'� SWI TCH£S
T£E
ALARM AND ..L..� LIFTING HE
CHAIN
S£COA"J PUMP ON YVAALL VE
PUMP ON 3.1 6
2 PUMPS
�a "r'�•+7 / PUMP OFF 2.5
PUMP DE TA I L :NOT TO SCALE
USING 1500 GAL. H-20 SEPTIC TANK
WATERTIGHT AND FACTORY WATERPROOFED
S / TE PLA/V 0F= Z_AIVO
//V
WES T YA RMO U TH , "I A
PREPARED FOR:
BOCH `BRO�UC,gST//�/G
278 SOUTH SEA AVENUE. WEST YARMOUTH. MA .
30' SER TEMBER .27.
REV / SED : OCTOBER /6. / 996
E'.4 GL E' .SUR i�EYI NG G4L L'NG I NE'.�"R I NG , INC :.
923 ROtere 6,4
Y� r rn O rl t fz1v r t �I.1 ¢.
02 6 5
JOB N0: 96-3/5 FIELD::'RVBIPDR CALL: CFWISAH CHECK: CFW I DRN: SAH
GROUND SURVEY.
1
i
SANDY
IOYR
A
LOAM
4/2
2.
TOPOGRAPHIC INFORMATION WAS OBTAINED BY1
i' 6
r
ELECTRONIC SURVEY METHODS..
£
/ �0 �0.0000,
-
i
p
LOAMY
IOYR
D
SAND
5/8
J.
ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC
/ i
30'
• - • -•
-- - -- --•
•.........
5.2
24-
VERTICAL DATUM (N. G. V. D. 1.
e.Je i �
.:
,
C
MEDIUM
IOYR
/ /
-.__`
, �`♦ y ;
'
SAND
7/6
4.
BENCH MARK USED: MON. •9. ELEV - 7.84.
r e.TI/ �'
\-`-___--_ `♦ !g
42'
6.2
�`♦�
♦♦♦♦ :7.5
O
5.
FOR BENCHMARK SET. SEE PLAN.sl/
7.l�Eo [lga
r
oQ
48'
3.7
48'
....4`0 r0µ0'
'
♦\ .�
0 �
ANTENNAS
6. NO DETERMINATION HAS BEEN MADE AS TO s's}
'COMPLIANCE WITH DEED RESTRICTIONS OR ZONINGJe 5.25 7
n'
.`♦ r o O
REGULATIONS. IT SHALL REMAIN THE CLIENTS``
RESPONSIBILITY TO OBTAIN ALL PERMITS: SPECIAL ADD 4^WIDE
PERMITS. VARIANCES ETC. FOR THIS PROJECT. („ M - PtANrrNo JrRrr \ ``•�♦ a s r TRACK 7.9
•`V OF S' HIl#I
..
R y DENSLY PLANTED `\`. EXIST ♦` -- EO WOODS .. -}+. Ir CABLE
7. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY n \ SHRUBS e:0` a Eo
�}e.a9 uan LAWN
e a ♦\ s aa,s S180'41'0
0
-E 7. -
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE o ;� _ '46 t s r
AND SOIL CONDITIONS AT THE LOCATION OF THE ^ ' c e CABLE TRA -
PROPOSED BUILDING.
8. SEPTIC SYSTEM e Q coNc CrlsT , m
INSTALLER -SHALL NOTIFY THE V y .� a `,. WA[K [NO Bu 7.
O dsa0 S., /[D/NG f I4VGRND �gLE ; , \
DESIGN ENGINEER ONE WEEK PRIOR TO CONSTRUCTION l _ ° e.T [Its P/Rs7 i Qs
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE J �\ [i ora TOP off P, � S "+5.9 B a l ANTENNA Has t�\
CONSTRUCTION INSPECTIONS,1. EXIST s.so
f ep d-
------------- >
tl�lr ,
7.7 8.22 '
9. BEFORE CONSTRUCTION CALL DIG -SAFE'.' -s e. P)POp_ 43eo
I-800-322-4844 AND THE LOCAL WATER DEPT. `� - "o
FOR LOCATION OF UNDERGROUND UTILITIES. OV
7.71 £xrsrrHo fsoo oAL s E�4 CDR
R
c
G 7.52 SEPTIC TANK-
IO.ALL CONSTRUCTION METHODS AND MATERIALS AND "e
�] s4 _
MAINTENANCE OF THE SEPTIC SYSTEM SHALL `- G 7.47 ADD 4 WIDE T'e+
✓� EXIST tYIAIIRERI 1 / - - ' PLANTING STRIP
CONFORM TO MASS., D. E.P.. TI TLE 5 AND LOCAL , , -. ' a•2 r r
BOARD OF HEALTH REGULATIONS: Res a's r4 5.6 riQ4T
` _ -6 of s• Nlw
/,�r�r . ; / I. ♦ DENSLY PLANTED
�C6 I/T ; L,. ' TER _--- -. ♦` 1 e d �.. I ..l f \ SHRUBS
>:
IJ.EXISTlNG SEPTIC TANK TO BE PUMPED DRY AND
1NSPfCTEC FOR WATERTIGHTNESS AND FOR CONDITION I J !' - s• I i' r \` PROP `
OF INLET AND OUTLET TEES PRIOR TO STAT OF � k ` I: traHr e.
- }O '
SEPTIC SYSTEM CONSTRUCTION AND REPLACED (� S fi Q/sr1Na s7oyE I p
-6 a 1 TP►t
IF REQUIRED. (7
7.S4 -}e k oil
12.ALL SEWER PIPE SHALL BE SCHEDULE 40 OR �, t Rru-s.s ;I : lSTiN01 PROPOS e \ i
APPROVED EQUAL.
1 ,, ,,� -. � �. � yir t :. EPTlC � _ 1 4/ /O � IA PARK/NG 1 \\ 7 �.0 �
- r SYSTEM 1 1 "y�•"p
` �♦ i. AY .I J ' /5.!! ;_� ACEI nr4 j� \\ 42•
13.ALL UNSUITABLE MATERIAL (A A 8 HORIZONS) m $ ♦`♦ - i a, f 1 _W t,4AEx LTL4Ya Rs . " I
ENCOUNTERED BELOW THE INVERT OF THE LEACHING o °p ��7.?J C` -f s AROND s ?4` _ I - \♦ o
FACILITY TO BE REMOVED FOR A DISTANCE OF 5' "0 •47 { S e 6 ; i (r i �♦ a, y
1 PROPOSED - a 1) I ♦ , D-e0x _
AROUND AND REPLACED WITH SAND !N'ACCORDANCE < ERAT/ot !!! `
Y'CALIPER f"� � r/4, JTO E �M9E`aS 1 x WITH TITLE 5. _-_ TREE ItrvI
- s. S➢ 6T/ARD -_----��TAEr_ I. - - PhDR�D " � 2 ROWS OF S FLOWDIFUSSORS
EL-7.96/Ors
L •7. parofSK .SJ , /ST/NG BAR, AND INE Bt ` Y 1�� -- LlaHr r/2' STONE SIDES AND 4' ENDS
14.EXISTlNG LEACH CHAMBERS AND D -BOX TO BE
PUMPED DRY. REMOVED. BACKFILLED WITH rD
CLEAN SAND AND COMPACTED AS REQUIRED. A 7.0
!Y 8041 •00-µ
..• - -. - f C f� TT �• - 8-------�---_----�-' --
15.D-BOX TO BE WATER TESTED TO CHECK FOR LEVEL; L 2 O r A 7.83
- - - SUPPLIT S Alr OF NG TREES .C,. •�10.0-
" - TO MEET BttAW /.� AN £XlSTlNO JUPPClYENr PLANTINGS AS REQUIRED
--
16.ALL' STORMWATER RUNOFF FROM IMPERVIOUS AREAS 4• CALIPER TREF OR A PROPOSED TO SCREEN PARKING FROM RADIO LANE
TO BE CONTAINED ON SITE. - _ - T' CALIPER TREE EVERY ?0 FEET - WITH A 4' WIDE PLANTING STRIP OFA - T'74 SrALF��
WITHIN THE SUFFERS. - YIN. S' HIEN DENSLY PLANTED SHRUBS. 6.e
LEGEND
CONCRETE BOUND FOUND
® WATER GATE h
H2O FRAME AND GRATE -W- WATER LINE
MORTARED IN PLACE
O HYDRANT.
NEENAH R-3409 OR EQUAL
FILTER FABRIC TYPE 1-1 BITUMINOUS CONCRETE
f
2- BINDER COURSE. I- TOP COURSE GOA- GAS LINGAS GA E" `
MIN. 4' OF c
PEA STONE - ,
�t .Pe9 Odd p s • , - . • , 6' DENSE GRADED ® CATCH BASINrAM_ER4rlON CHAMBER - bo qo 00 3/4- - 1 !/2- DlA. . , . CRUSHED STONE BASE r -o UTILITY POLE W1 GUY WIRE 1
WASHED STONE ---- OHIV -- OVER HEAD WIRES157
DRAINAGE .STRUCT(1RE PAVEMENT DETAIL -T- UNDERGROUND TELEPHONE LINE
NO SCALE . HO.4 . EXISTING SPOT ELEVATION
DETA I L '------ EXISTING CONTOUR
NO SCALE 40.40 PROPOSED SPOT.ECEVATION
<,
0 15 30 60
80' 1 I1 0 84'
7. 7
7.0
5.7
3.7
0 7
DATE: SEPTEMBER 20. 1996
TEST BY,STEPHEN HAAS
WITNESSED BY: RON CADILAC
PERC RATE: ( 2 MIN/INCH
PUMP SYSTEM NO TES :
f. PUMPS TO BE MYERS RESIDENTIAL SEWAGE PUMPS MODEL SRM4
OR EQUAL.
2. THE PUMPS SHALL START AND STOP AT THE ELEVATIONS SHOWN.
J. THE PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS.
PUMP DISCHARGE SHALL BE 2 INCHES. PUMPS SHOULD BE ABLE TO BE
DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER BY THE LIFTING
CHAIN WITHOUT HAVING TO ENTER THE PUMP CHAMBER.
4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE
POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER.
4. PUMPS ARE TO ,ALTERNATE EACH CYCLE.
24 SPAM -+{
4' PVC INLET up INC 2 rrc
MERCURY FLOAT _
+'� SWI TCH£S
T£E
ALARM AND ..L..� LIFTING HE
CHAIN
S£COA"J PUMP ON YVAALL VE
PUMP ON 3.1 6
2 PUMPS
�a "r'�•+7 / PUMP OFF 2.5
PUMP DE TA I L :NOT TO SCALE
USING 1500 GAL. H-20 SEPTIC TANK
WATERTIGHT AND FACTORY WATERPROOFED
S / TE PLA/V 0F= Z_AIVO
//V
WES T YA RMO U TH , "I A
PREPARED FOR:
BOCH `BRO�UC,gST//�/G
278 SOUTH SEA AVENUE. WEST YARMOUTH. MA .
30' SER TEMBER .27.
REV / SED : OCTOBER /6. / 996
E'.4 GL E' .SUR i�EYI NG G4L L'NG I NE'.�"R I NG , INC :.
923 ROtere 6,4
Y� r rn O rl t fz1v r t �I.1 ¢.
02 6 5
JOB N0: 96-3/5 FIELD::'RVBIPDR CALL: CFWISAH CHECK: CFW I DRN: SAH
A
Cj)
PxIt
H _. uva-` ( G w.eea M`a,w.nuq •fuw,H.bv
1177
0. iwl
.._ .z a.,sds• _ 1
•NTMmU•LIP
M���� � n.az�4y_y- (�
eMf/. [vt �f�MtT.0� ..
' y irtenC.�\n, 'Sown OMRL e -
' 1 hy. 1• rtb4TN,im4V!( c a`T ,
110e1 • . , � mo
• _ _ nn- K,9n lNetll Xa!
.Iran • •nrl•R1YR0. : SxM Tma ' 1 '
Wf
C� 0 DO-,:xn .. K
. � � MR•Rbn18wa
,
%
KJ t�w�r+/+n44 J ? \ I
Wt
�
- - CRI`" ,e:r � sireesorn®&.a• NnA Fmnm '
-. xe"" .v::: a [•RRwo•a l•,Anq• -^;tqq -
rxe
nuw CM'•1 •' ";,, ` ^ •W �a X�pMR Eva E�niw e -w `---TRLELnsMm
.CW1/* R Rcon Ne�or / iwav�w
E
, ;. DJ1
..,,. M.(.n x8n�-�a:.'T• I hs •'i • ��.. '6•M«sn Y e���a wM6 -- ,.
exy' � •.pgpm� 5 � _... r'. Y.�aa�� 1
. _ :Nam satyr � �• pp .uw•r Wm � Brnmek P°" 1]. •� CnxMnrah
^{j(, �'\\ p�.• . • RTR„n w0f •iwia
, 7r �Ai•endib• a LE 1.9 b a.►R]��l' • wuar..a
\
Jul
W ♦ ' ? saran (e9JRe.rc 20 , [Mnm
M"�'s�l^ � •Mf 1]1 � Ownw • Sartn LhnMn�.
•IY, woaeR/)` • ra._. r4n•. via fa,rmi loyRSM • Irwr`ro"`"�ya
2■ 8 SAK VU
AO* ED AV E INN � Wrwmwwm S Y �srew',ns`e"" �� Isl lana
]mm...st we9..wm ar ..+' n•Yi• nwMRwn aun,,,r
Mmn r•.
F•aemA
F4pR letivkn ,e Alp„p-
SITE PLAN
U
C K. KACEK ASSU"ClIA"TES
architecture + planning + interiors
180 canal street boston, ma.
617-367-0785 tak 617-723-1418 e-mail, erracek@AOL. com
DD s G � s (c s
Inc.
DESIGN ENGINEERING CONSULTANTS, IN -C
Structural • Civil • Design
720 WASHINGTON ST.
Hanover, MA. 02339
617-826-4550 617-8260-0825 - Fax
FOR BIDDING ONLY
I,,07 sI0 8: p e 6
'INDEX OF DRAWINGS
vT-1 TITLE SHEET I ,
vD-1 EXISTING PLAN AND DEMOLITION
SEX -1 PHOTO SURVEY
t
�A-1 FLOOR PLANS
A-2 EXTERIOR ELEVATIONS
A-3 BUILDING SECTION & INTERIOR ELEVATIONS614IT
•
:Ru•Np
i"=NO•ROe
•
vA-4
WALL SECTIONS;
MASONRY
MATERIAL
ANGLE (DEGREES)
- g
CENTERLINE
CA.
CAL'GE
,HE FOLLOWING LIST OF ABSREVIATIONS. NOT NECESSARILY COMPLETE. SHALL
-IME TO TIME. AOGIT:S
BE CCNSIJERED STANDARD FOR THIS OFFICE. FROM CN
F.
FIFE CC---
CRAW
FLOOR CRA
JST.
JOIST
✓A-5
INTERIOR ELEVATIONS
WILL BE MADE TO THIS LIST AND ALL PERSONNEL ARE INVITED TO MAKE
.E.
FIRE EXTINGUISHER
JT.
JT.
JOINT
'
SUGGESTIONS, THE FACT THAT A WORD IS HEREIN LISTED GOES NOT MEAN
°.E.:.
FIRE EXTINGUISHER CABINET
MECHANICAL
7
THAT IT t= BE ABBREVIATED BUT IF IT Lj ABBREVIATED THE ABBREVIATION
AS IT APPEARS HERE SHALL BE USED.
H.
P.m. C.
FIA.' HEAD
FIRE HOS& CABINET
LAM
LB.
LAMr NATE)
POUND
VA -6
*MISCELLANEOUS DETAILS
.
FIN.
FINISH
L.C.
LEAD COATED
MINIMUM
MISCELLANEOUS
- BKT.
BRACKET I
E
F F
L.D.P.LAMINATED
DRYWALL PART.
MLOG.
MOULDING
ACM. ACOUSTICAL MATERIAL CONST. CONSTRUCTION
p, ,,,
FLASHING ,
iy„__
F...•,'SCNT
LOTH.
L.P.
LENGTH
LOW POINT
)� '7
A-!
' SCHEDULE AND DETAILS
%•COOS i, ACOUSTICAL CONT• CONTINUOUS
F P,
FIREPROOFING
LT.'WT,
LIGHT WEIGHT
y
A.Z.REA DRAIN CONTR. CONTRACTOR •
.F S.
FL•IL SIZE
LVR.
LOUVER
DIMENSICN
ADJUSTABLEBOVFLOG C.R. COLD ROLL 7
M,T.
F<ET.F C-
BM.
BEAM
DN,
DOWN1
—,TO
A.F.L.A _ ABOVE FLOOR LINE CRS. COURSES
�'
SOL'ARE -rE°T
METAL
BOT.
A-8
ROOF PLAN /MISCELLANEOUS DETAILS
- ALIM� ALUMINUM CS K. COUNT'cRSINK
.,
CL3tC MEET
„
-
ANCH. ANCHOR CU. CUBIC
DOOR OPENING
- H wF,
MACH.
MACHINE
- -
APPROX APPROXIMATELY C U H CABINET UNIT HSATER
L
^L
-
•
ANGLE (METAL
a
CHANNEL
.AS.
MAT.
MASONRY
MATERIAL
ANGLE (DEGREES)
- g
CENTERLINE
CA.
CAL'GE
MAX.
MAXIMUM
c
AN
GAL':.
GALV:NIZ°:
M.H.
MASONRY BLOCK
'
G.C.
GENEFAL CONTRACTOR
ME CH.
MECHANICAL
7
-
"•
CLASS
MFGR.
MANUFACTURER
B0.
BOARD
D.A.
:•.,
DOUBIL ACTG
ry0,
GRADE
GZ.-'.,NG
MIN.
MISC.
MINIMUM
MISCELLANEOUS
- BKT.
BRACKET I
DET.
CETAI_
S.U.
GLAZEC STRUCTURAL UNIT
MLOG.
MOULDING
BLDG.
BUILDING
D.F.
DRINKING FCUUTAIN
,r=,
GYPSUM
M.O.
MASONRY OPENING
BLK.
BLOCK
DIA.
DIAMETER
M.R.
MOISTURE RESISTANT
GLKG.
BLOCKING
DIM.
DIMENSICN
M,T.
METAL THRESHOLD
BM.
BEAM
DN,
DOWN1
—,TO
-
MTL.
METAL
BOT.
BOTTOM
DO.
DI(REPEAT.
4-v0.
MAR_WCCO
BRK.
BRICK
D.O.
DOOR OPENING
- H wF,
PAR• -+,TARE
95MT.
BASEMENT
L
^L
CMG•
DRAWING
H Rt;.
HORIZO47AL
- N.C.
NONCORROSIVE'
HT,
HEIGHT'NMI.
C.
NOT IN CONTRACT
MVAC
MEATING.VENTILATING
N; .r
NUMBER
- CAB.
CABINET
L AIR CCNCITICNING /,"'.
.. NOM.
NOMINAL
C.B.
CHALK BOARD
_
CEM.
CEMENT
EA.
EACH - -
CER.,C.T,
CERAMIC TILE
E.J,
EXPANSION JOINT
-
' C.I.
CAST IRON -
EL.
ELEVATION (C -RADE)
I.C.
INSIDE DIRRET£i
O.A.
OVER ALL -
C.I.P.
CAST IN PLACE
ELEC.
ELECTRICAL
IN.
INOWANCHES
O.A.F.'
OVERALL FRAME
C.J.
CONTROL JOINT
ELEV.
ELEVATION (FACALE)
-
'N.=
SQUARE INCMES
O.C.
ON CENTER w
CLG.
CEILING
ELEV.
ELEVATOR
IN.s
C.3[C INCHES _
O.D.
OUTSIDE DIAMETER
CLKG,-
CAULKING
EO.'
EQUAL
INCAN.
INCANCESCE.I
O.H.
OPPOSITE HAND -
CLR.
CLEAR
EXH.
EXHAUST
IRS JL.
INSULATION
OPER,
CLOS.
CLOSET
EXIST,
EXISTING
1 Ir. -
INTERIOR
-. OPNG.
—OPERATE
OPENING
C.O.
CLEAR OPENING
EXP.JT.
EXPANSION JOINT
INV,
INVERT
'. OVHD
OVERHEAD -
..COL.
COLUMN
EXP.
EXPOSED
I.P.S.
INSIDE PIPE ;IZE
- Of.
OUNCE (S) -
CONC.
CONCRETE
EXT.-
EXTERIOR
_
N7g,
N4'f 70 5 `
g
S-1 FOUNDATION FLOOR & ROOF `FRAMING PLAN
E - 1 ELECTRICAL PLAN LIGHTING
E-2 ELECTRICAL PLAN POWER
A C -1- MECHANICAL PLAN / HVAC
01 P51 97
)=Fs: 12 1 31 1 q G
' pgl 21 � q6
SSV Zl10)�4TI
Va, DOCUMENT AND TIIE IDEAS AND DESIOf1S_
COnf'ORATED IIEIIEIN AS AN INSTRUMENT OF
110FESSIONAL SERVICE , IS TIIE PROPERTY OF
11.ITACEK ASSOCIATES AND SIIAIL NOT
E USEDAN WIIOLE OR IIJ PART; FOR ANY REASON
'ITIIOUTTIIEEHPnESSEO WfIITTENAUTIIORIZATIOII
F E. It. FIACEK ASSOCIATES.
E. R. RACEI( ASSOCIATES
alchitectute planning inleliots
160 Ca3>al Street
Bostp11, Mass. (617)367-07135
1hu)uA UIIU
t3och Broadcasting
RENOVATIONS 8L
'
'ADDITIONS( ev
278 south sea avenue
west
yermou Ih ma
01a WI11lJ IINJ ..
i
TITLE SHEET
sca4s dl 9653
Date ch
sl�cel tw.
T=.1
yermou Ih ma
01a WI11lJ IINJ ..
i
TITLE SHEET
sca4s dl 9653
Date ch
r t�1N
x
MATc+?
�It115N(/D.
IST FLR. •
LACE BOLT NEW RI STS
CoNT. # 5 RE BAR To Ex IS T.
To EXiST.J7S.
TYP. G,N NEW REBAR -0 EXIST
=OU41)AT10kf W/EPDXYCiROUT-
EXIST. CMU WALL .o .- SEE STRUCTURAL WTES.afJ .
' 7waT• h -I.
— EDGE OF 1
EXIST.
GGuT. t�5 4E2A2,
- i I NEW EXIS7ITYP. )
r,
EXISTING NEW CONSTRUCTION
NEW T°O'EXISTING WALL DETAIL, T PICAL:.
SCALE 1 1/2, 1'-0"
I
t
y
#20ASPHAL79HINCILES
To MATCH EXIST'Oy .
J \�
411OVER HANG
DRIP EDC, E. 2
- ALUM.QUTTER.:
I X PINE FASCI = 2 2 z t \.
—FTD BOTHSIDES— —
E"CONT.STRIPVENL WDSTRAPPINCjC16110,G.
TX PINE PTD -BOTH SIDES
Io io
RWL z--�nONT. EUI 07JF HDR
0
AMING
s
v E �jl
2,
111
—7
'TYPICAL BASE'
I
SIDING, 0MATCHEXIST 'C
3/4i1CDXPL`( D
2X6 WALCST41)S a 0.c V
O MATCH•EXIST FL" LEVlm
FOR BIDDING ONLY
Rig
%211('YPED,TAPED
BASEBD PER SCHEDULE
3/411 TCS. PLYWD
Z to -
/Y- TMS DOCUMENT AND THE IDEA AND DESIGN$
INCORPORATED HE , AS AN INSTRUMENT OF
PROFESSIONAL SERVICE IS IS -THE PROPERTY' "OF
!Q
II/ YD6� E. R , RACEK ASSOCIATES ,AND ,SHALL NOT
5/9 ANCHOR BOLTS BE USED.IN WHOLE OR 1N PART, FOR ANY REASON ..,.
L'3 �- G �j 7 .WITHOUTTHE EXPRESSED WRITTEN AUTHORIZATION
0. C. axle Cie IIO �-JO ;. OF E. R.. RACEK itSSOCIATES.
SEE NOTES ONS -f
9.80" to
PARALAr1 '
I __ _2-#$5 RAR SCONT.TaP.
0 TERMtTESHIELD A I/21IIj0M0S0TE.BGITT
_ I
� � II I • V
55ARSHoRIZc121tO.C.TYP.'
PARALAM POCKET SCE S -I
- t J
CfPAD E b #5 BARS VERT.c 12110.C.
f ' E. R..RACEK ASSOCIATES
architecture planning interior$
� J
180 Canal Street
Q �, • I� p Boston, Mass. (617)367-0786
DAMPPROOFINCI BELOW .I 311gRAVEL
_ 3 OGVISQtJEENVAPGREARRLEIZ.. Project title
° 61I I 6 11
— Boch Broadcasting
d m J RENOVATIONS & '
ADDITIONS (Revs_�d);
J ' •, r'' .� , 278'south sea avenue.. 1
west yermou ti mft
Drawing We
r ---J
WALL SECTIONS ..
STEPPED VOOTINq.
— — — —, SET ELEV. :.
scate.:1{�a
3 '.TYPICCALtWALL SECTION date IOIZq `ojF> ph
SCALE 1 1/2"71! O r•: sleet no.
s
of 97
E,t3, 12 J �t I G� . • '��