HomeMy WebLinkAbout0654 IYANNOUGH ROAD/RTE 28 - Health 654 IYANNOUGH ROAD
HYANNIS
A= 311 -086
I
f� r.
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Rpplication for Miopogal *potem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System [Individual Components
Location Address or Lot No. 1 Owner's Name,Address and Tel.No.
T
Assessor's Map/Parcel S /�7 A- g �c
e
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. f,, P�,e.P/
Cy . ivJ 2-c4 CD.-•._ le lion 4
Type of Building: h.�,e5 dre r 2�3�' ���' j" ss3 3
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issu by s B d of Health.
Signed - Date l 30 A�
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
--- - -- ------- — --- ——— —---—---—---——---———— -- -�
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CER the On-si a Sewage Disposal System Constructed( )Repaired( )Upgraded( )
Abandoned,( U w v
at (0 b � has b constructed in accordance
with the provisions of Title 5 and the for Disposal System Constructio ermit No. C ated
Installer Designer
The issuance of,hi pe t alAnot be construed as a guarantee that th A
ll functio s des'r '
Date Inspector
01)
01)
No. Fee
" THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS
0(ppYication for ;Mi000l bpment Congtruction 3erntit
Application fora Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. ' Owner's Name,Address and Tel.No.
Assessor's Map/Parcel e t � /f Y S�
l Ur L/
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. `t-. -I, � t � �..,, C,
Type of Building: V
Dwelling A' No;of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow w gallons per day. Calculated daily flow gallons.
a Plan Date Number of sheets Revision Date
Title'
Size of Septic Tank Type of S.A.S.
Description of Soil
. a
Nature of Repairs or,Alterations(Answer when applicable)
N•
Date last inspected:
Agreement:
The undersigned agrees'to ensure the construction and maintenance of the afore described on-site sewage disposal system'.
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until
cate of Compliance has been iss by is B43ard of Health.
Signed .._v .a.._..�,..M-..."• u- �._..-,--.., �� Datex3G
Application Approved by Date
Application Disapproved for the following reasons
's
Permit No. Date Issued t
f
---------------------------------------
THE COMMONWEALTH COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS ;
(Certificate of Compliance
THIS IS TO CE a he On-site Sewage Disposal System Constructed(/)Repaired( )Upgraded( )
Abandoned( ). y f)�,, f { r✓V ,
at �2J V ! QO /4' k• )� has ben constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction/Permit No !/;dated .
Installer Designer .�.
The issuance of p `'`'t alf tt�be construed as a guarantee that the in will function�s des"' o
Date Y / �'�/ Inspectors
No. � �--------=----------------
-----
��"�� Fee /64-1-1
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS
33iopoe;ar 6,pgtem Conotruction permit
Permission is hereby granted to Construct(� Repair( )Upgrade( )Abandon( )
System located at
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of.this.p
,/ !� ermit,.
Date: I()/ .� l l _ Approved b -. '
:
6 INVERT To BE CONFIRMED IN
GENERAL. NOTES s
Y
FIELD BY CONTRACTOR PRIOR
NOTES: V
-TO CONSTRUCTION AS REQUIRED
SAN MH r 8
I. LOCUS KNOWN AS LOT 86. MAP .311. AS IDENTIFIED ON THE TAX MAP OF THE TOWN m
APPROXIMATE LOCATION OF EXISTING 6" RIA{:::ti:.E? , "
x 7- r' OF BARNSTABLE, BARNSTABLE COUNTY, MASSACHUSETTS.
SEWER SERVICE. EXACT FIELD LOCATION -INV S.,o ,p„�'.i / 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 1
AND INVERT TO @E DETERMINED IN FIELD -� 2. AREA 46.457 S.F. OR 1.067 Ac. CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR.
- BY CONTRACTOR.PRIOR TO CONSIRUCTiC�, •: -
A 0 RENEW ANY DISCREPANCIES :�
CONTRACTOR T .. � _. 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES ARE
WITH OWNER'S REPRESENTATIVE AND ENGINEER �' -/ BASED ON UTILITY MARK-OUTS rABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER
�i _ SIGNS ARE THE C�
.;. PRIOR TO ANY CHANCES ,^� I IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE C TO I , GNS E BY E GENERAL coNrRACTER. W •
.:. APE NM SHOPPING CENTER
SURVEY. AVAILABLE ASSUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL Z
UNDERGROUND UTILITIES AND STRUCTURES.: BEFORE ANY EXCAVATION IS TO BEGIN, ALL
T HYANNIS AIIPOR UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY 3. 3/4 EMPTY.CONDUIT M LOCATIONS SHOWN AT THE LOT PERI-
N REPUTED OMNER ► �. CONC. BOUND THE PROPER UTILITY COMPANIES>
_ I
OF BARNSTABLE �� rowo METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT-
TOM
1
S ITE
NEW SEWER MANHOLE/ ING FIXTURES, BASES, POLES, CONDUIT,AND WIRING ARE BY THE Z
i• 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A.SURVEY PREPARED IN THE FIELD BY O �-
�; SAMPLING MANHOLE CONTROL POINT ASSOCIATES. INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. OWNER/OPERATOR. i
•� W WATERTIGHT COVER
= 3 THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A,TiTLE REPORT 3
R 5 t
`AN ,i :�, INV OUT= 49,271 TO BE
✓, +} ,
S CONFIRMED BY CONTRACTOR r 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR V
' •:::'!;,;. ,.NVY�x9,�4- . ._//" ••, �... - D S. THIS PROPERTY.MAY BE SUBJEWT TO RESTRICTIONS, COVENANTS AND/OR EASEMENTS, WRITTEN CAPE COD MALL N
L. PRIOR TO CONSTRUCTION) OR IMPLIED
BOLTS ARE BY THE FLAGPOLE SUPPLIER. L►J rA
• ,. - ..�'• INV. IN- 49.37
BMNSATBLE MUNICIPAL VT,, LIGHTA 6. ELEVATIONS ARE BASED UPON ?!AVD 88 REFERENCE MASS. HIGHWAY BENCHMARK 8019
5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT,
V A= ELEV. 51.345 FEET.
LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST
44
:�J • �• NEW CB B � B= .4� i
:• ,�' ' RIM=53.5 h. I 7. PROPERTY IS LOCATED IN FLOOD HAZARD ZONE C AREAS OF MINIMAL FLOODING AS PER ECONOMICAL INSTALLATION.
I o�E r�nj ( ) .
f i •1(�•w Q REF. 5.
s. >�
-!._:•--- � •• • •, • �' 8. THIS SURVEY WAS PERFORMED ,DURING A PERIOD WHEN THE GROUND WAS PARTIALLY SNOW s. THE CONTRACTOR sFw.L cooROlr�ArE WITH ALL UTILITY COMPANIES
C N COVERED. ONLY VISIBLE UTILITY STRUCTURES AND ON SITE FEATURES HAVE BEEN LOCATED O TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING
S •.. y = AND IDENTIFIED AS DEPICTED 0ll THIS SURVEY. UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING O1
� Q
V U i 0)
b
DRAWINGS FOR UTILITY SERVICE ENTRANCE, SIZES, AND L�
i CIRCUITING.cud
F- g
2 w
o.• :: 7. ALL ELEVATIONS SHOWN ARE REFERENCE TO BENCHMARK
�. EXIST. SEWER"CREASE \ 3 E IN CE THE BENC MAR
TRAP AND SEWER PIPING '•P. W AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT
W
t0 BE REMOVED AS NEEDED . I • •• H 1 REFERENCES.
V 1 �� MM r GROUNOBREAK. n• < <
P� / �MH . RIA� 4 m -
i • • �N V=5 6
OT=4 INV 54. 6 I
• � // � � %�' BOT= b.�f 1. THE OFFICIAL TAX MAP OF THE:TOWN OF HYANNIS, BARNSTABLE COUNTY, MASSACHUSETTS.
TO 6E AiEMO INV=51.�1 � �i ,, ! .. �
( _ .. 8. FINISH WALK ANU CUHH LLLVAI IUNS SHALL UL b AUUVL FINISH
,� BENawA�c eor 37.3t u � / .:� (TO BE RawoVED) 1
, PAVEMENT.
. CONC. BOUND � ,. O0 BE Rf110VED) , _ .- • :;,•. ;.• - 2. MAP- ENTITLED 'TOPOGRAPHIC A11D PERIMETER SURVEY FOR McDONAID S CORP., IYANNOUGH
FOUFO N �..- R
c ., ,� ,, � ROAD (ROUTE 132), HYANNIS, MASS . PREPARED BY AYOUB ENGINEERING, INC., DATED.
11 ^� .• . . . J/W.: 14, 1985. PROJ. N0. 11Ii. �. . _ I
\... . 9. AL CAP AR ROUGH W
L LANDSCAPE AREAS SHALL BE UGH,GRADED TO 6 BELOW
w
'.. •
:. .. ..
a � ,•; .,.:•• �..•• � 3. MAP ENTITLED SUBDIVISION PLlW OF LAND IN BARNSTABLE". PREPARED BY WHITNEY do � TOP OF ALL WALKS AND`CURBS. FINISH GRADING, :LANDSCAPING,
g \
\� ,- BASSETT, SURVEYORS, DATED. SEPTEMBER 1968, MAP N0. 252860, FILED IN LAND - - AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
"L1 o H/ G
REGISTRATION OFFICE OCT. 23,1,1968. '
w
i
25 OF 6 SDR 35 MAP '' 10. LOT LIGHITNG CONCRETE FOOTINGS' TO CONFORM WITH THE SOILS
�. .. \ Ny_ 4 ENTITLED SUBDIVISION PLAN OF LAND IN BARNSTABLE". PREPARED BY BEARSE do
BOT 49.Tt �
NEW CB 'A' �'.." PVC S-0.02 KELLOGG, CML ENGINEERS, DATED. MAY 29, 1956, MAP NO. 252668. FILED IN LAND : REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE.
O (TO 6E REMOVED) L 0
� .. \
G REGISTRATION OFFICE JUNE 7.11956.
t
. , U LOCUS PLAN
T H SID SD-4
✓ N NEW SEWER MANHOLE 5. MAP ENTITLED NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE t t. REFER 0 SHEETS THRU FOR ALL APPLICABLE
(� E Sf w
- MAP, TOWN OF BARNSTABLE, MASSACHUSETTS. BARNSTABLE COUNTY!, PANEL 5 OF 25, NOT TO SCALE SITE DETAILS.
RIM 55.15 � •; _
,. COMMUNITY PANEL NUMBER 2•.A001 0005 C. MAP. REVISED. AUGUST 19 1985.
12 SCHD 40 PVC INV OUT- 50.98 ,
PHO AT LOCATIONS.
TYPICAL INV IN- 51.08 12. PROVIDE WEE l ES ON CURBS ALL LANDSCAPE AREAS
WITH T
-- COORDINATE H McDONAID S PROJECT MANAGER. N
�•. _ 10 OF 6 SD R 35
. .: .:; ,
EXIST 0 WIRES TO • PVC 5=0.02 Z
:. „ .
_ O
Q
M BE REMOVED
NEW:1500 GAL.
•
I 0
1. . _ F-
. . ( ., _ INV 51.58 1 V
\ ...
.. .. .` R TRAP.
- ♦ A' . .•.. ` CEASE
., V 5 89 INV OUT 5 2
1
r �o
IN 8
P PRECAST -GONG DRYWELL N .. .✓� _ `i
NEW 6 OIA, x 6 DEEP . . INV IN 51.53 T :
. . J
PAVING SPECIFICATION„ . ..,� P G SPEC F
Fl -
is xis, so of ii TO 1 1 2 WASHED STONE W LTER
/ / cn
a 18 OF 6 R 3 MINIMUM 3 TOTAL COMPACTED ASPHALT THICKNESS
FABRIC AT SOIL/ TONE INTERFACE TYP. 9 PLACES ` 5 ( ) U- �.
P = .0 _
VC S 0 2 W r
M T T A MIN. �o •o -
BOTTOM OF INFILTRATION SYSTEM 0 BE SE • _ J o
> w NewpavementhaU consist f a total thickness of
.. .. e s sto 3 e rr,,'' W
VA W
OF 2 ABOVE GROUND WATER ELEVATION. \ Z
EXTEND EXIST..GAS
.
5
GROUND WATER ELEVATION .AND PERC`RATE TO �
SERVICE To NEW T i m
E , ' RASH O T 1 or equivalent State Highway S
P CONSTRUCTION o T
YP8 � � 9 Y Pam ) Z � O �
BE CONFIRMED IN FIELD PRIOR TO ,.,..
BUILDING . .. '1 � LL
A INFILTRATION TION SYSTEM. UPON v V
OF STORM WATER 1 -� bituminous concrete applied In two 1 1/2 courses over W
REVIEW SHOULD ACTUAL GROUNDWATER ELEVATIONLUX
- P
. ., • ,, Q
a 9 crushed aggregate base course. Compact the upper _
OR PERC.RATE DIFFER FROM DATA USED IN.DESIGN, ..:,. �,�. ,.. \ _ � ./ O EIOST. 114 99� Pa PP d `,� •
T M THE DESIGN ACCORDINGLY. _ w
OWNERS ENGINEER IS 0 MODIFY .. .� •.. ,: STORY BUIDIrG " H
O 1 12 ofpavement, u rad ` h to base W 7
. \ \• � s bg e, Gros ed aggregate � W
� W
a.
�. ►•
?.....,. . pavement binder coo n
.. ..... .� f , . :- 5 � PARCEL �2 pa e b de d surface courses t0 95 percent M
• 1 U
-
,. ✓ MH LO
/� W
P a N REiITED OMNER -
,., _ RIM 54. 5 8 ,. I
0 9 e
Of.TTawmum dens s determined f r _ material
nal 0 CIIARLE,..M. ROBIN9ON a e o each a .� ,
G 1 NEW CB D �, r -.1 OT 49.2t ; .
- _ ,,
IIU.a Y DEC05T -
- I//
_ _ _ P•. S .S4 ... -s }r . R 4.0 .. s
1 RIM 5
,3 �..^ .0 REALTY Tkl.,�{ •TR'
b the applicable test ,
TO BE REMOVED : to Y PP
es methods
I 1 3
0
5
5
8
'� IJ844
V ,-
i
I.A.1 P& 84 , Q
MAP 11 W 3
.
, E NOTE. McDONALO S ENGINEER RESERVES I,. f VES THE RIGHT TO REQUEST A COMPACTION
'ill
8
F : 1 w
PARCEL 93 � J _.•- 1 1 .. � ,, � _ ,�. ► :TEST AND/OR A CORE SAMPLE.; IF TESTS PROVE CORRECT, PER.ABOVE.- :
,. . , O _ !
� N REPUTED OtMER •.; .� 1 3, ... SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD S
T CONSrANCE tl
. .. .
,. .•, .,.. ,,,_ •, a OTHERWISE G.C. WILL 8E CHARGED.
CERT. N0. 11ti647
., . .., .., . E70SL WATER LINE TO BE . .. Z
,.;. EXTENDED TO NEW BLDG.
O
\ .• - SHOULD FIELD VERIFiCA t10N �,
...� ,. ^• LOT .LIGHTING RECOMMENDATION
l L
�•:.� , •......• �/ F OF EXISTING SERVICE '
\. .
w•
i DEMONSTRATE ACY
DEMONS TE INADEQU o ,
;.. ,.- PIP VI l NO ES VISIBLE)TO SERVICE,THE NEW 1 ) \,
• r BLDG., A NEW SERVICE ► (TO BE REMOVED) \ FOR M OIG1EIIi1N U ER'RES 0? OISt1A11S ANY
\ � FOR M01!<TORrt1I�IISPECRNG►OBSEIMIC► OR SiIPERVIS110
WiLL BE.PROVIDED �.,,
1 CONS111IC'IIOII SERVICES►OR THE LEANS,YEIHiB6, SEOIDICES
AND IEONgIES OF CONSiR11C1M OR FOR SiIE Joe SAFETY
1- PROGRAMS MR 11E PROJECT DEFIED BY THE PLANS FOR M}IOI
a THS OYRTF1C TA IS MRM AM NM NOT BEEN RETAMED
1 FOR NOR SHALL iT HAVE ANY COtMM OVER OR BE iN OIARCE �
.::•.. � : APPROX. LOG. U.G. GAS �
O
'•. APPROX. LOC. U.G. WATER 1 LINE PER UTILITY MARKOUT OF ACTS OR WSSIONS OF ANY OON1RACi0it„ SUBOONTIUCiOR,
• ►. /,:".: LINE, PER REF. 2 . 1 SEE NOTE1-3) OM AM OR D PL011t�S OR OF ANY OttER PER9011S
NEW CID C .... It ( 0
= 4.5 \ r...>.:•. :, (NOT FIELD VERIFIED 1 I \ PF7IFORIDIO PORIIWIS OF THE 11oR PARKING INFORMATION
RIM S ` (SEE NOTE /3) ) 1
O
19 SPACES 9' -X 20' 0 450
G / 20 0 20 40
TOTAL •
1 20SPACES 9 X 20 0 60
MAP 311NOR_ SPACES O
PARCEL'-86 1 3 GRAPHIC SCALE 3 SPACES 9' X 20' 0 90• O
N[T REPUTED ONO \ L�.
MCDONMVS CORPORATION s 1 {.ram\j 4 9 SPACES 9' X 20' •
`. D D D W
CRT.6 tt 1` 1 1 a HANDICAP. 3 SPACES 8 x 20 0 75 8
1 0-
UTILITY •
a `^ INFORMATION W
t 0 umn1 1 ��.. REFERENCE: a
cv 1
PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION
SIZE TYPE LOCATION
1 SHOWN ON THIS DRAWING WERE TAKEN FROM A PLAN ENTITLED: W
B�EMCI�NIA� � a
1 BOUNDARY k TOPOGRAPHICAL SURVEY- MCDONALD S CORPORATION SANITARY SEWER W
-1 1 \, IVANNOUGH ROAD (ROUTE 132) _,DRAWN BY M.L.O, DATE: 3/8/99;
EIEV=56 1 j WA
1 1 � SCALE. 1 20. TER `\
CONC. BOUND I
1
\ STORM SEWER
ri
FOUL I I�I a
ELECTRIC
99.92
3,00
1
0
• f- o GAS W L,1
f 1 v
T= T pH s o LEGEND SURVEY INFORMATION p
�I l.= .�� , , RW= I 1r I
O Q
I(r CMP c----i�-Q-----o - a--- ---- - -- ---- -- --o a-----c- ----o- - -o-� _ 123- EXISTING CONTOUR PREPARED BY MCDONA AT ^
�...r --- --- -- ------ - _ LDS CORPORATION Cy
_ -
--- �---- IYANNOUGH ROAD (ROUTE 132) Ch Z
r-•----T •-- t-----T-- --T-----T T -T -- T-4----T-----T ----T-- T---- T- -T-� X1�,0 EXISTING SPOT ELEVATION
I �APPROX. LOG. U.G. TEL. �,„< : _ _ TOWN OF BARNSTABLE (HYANNIS) •. "''
= LINE, PER REF. 2 X 1C 12&48 EXIST. TOP OF CURB ELEVATION
BARNSTABLE COUNTY, COMMONWEALTH OF MASSACHUSETTS
tt
t (NOT FIELD VERIIED) X Q 1�sO6 EXIST. GUTTER ELEVATION DATE: 3/8/99 Z
1
SEE NOTE 13)
i
J ,
HYDRANT Q
UTILITY VALVE ' O
s A:� ,. .� -p1-� OVERHEAD WIRES CX
a LINE, PER REF. /I2 a -- - U x
Q U G H R AD NOT FIELD VERIFIED, SITE UTILITY PLAN WIYA N4 APPROX. LOG. UNDERGROUND GAS LINE p�
SEE OTE j3Z a
-----o ----- ----- ----- i-----0 -- o-----o ----0-----o -- -P-- 0-•-=--o-- a--� APPROX. LOC. UNDERGROUND WATER LINE 0.
l K.A!:MASSACHGSETTS R0�1TE 132
° w
PUBUC 80' WIDE I -T-- APPROX. LOG. UNDERGROUND TEL. LINE
�-- - w---• -w�- w- W-- w-----WL- w---- - -----w----- w--- -w- w- - w-----N'-•� STREET ADDRESS
-E-- APPROX. LOC. UNDERGROUND ELEC. LINE
�`�-LINE, PER UTILITY
U.G. WATER
�. UTILITY POLE IYANNOUGH ROAD ROUTE 132 d
LINE, Pf? REF 2 E
NOT FIELD-VERAED)
SEE NOTE
I
�ET � � CITY STATE PROJECT N0. it99
GRT 41
------ -
HYANNIS MASSACHUSETTS GAD FILE No. 1199MP
_....._..•...--....__ _. .__ _._...__� __.. - ,� _ _ r -- ��� t;., DRAWN BY. RCD
COUNTY
SCALE: ".20'
- DATE: 11/17/99
REGIONAL DWG. NO LOCATION CODE NUMBER ORAtMNG NUMBER
sC-3
r