HomeMy WebLinkAbout0035 BISHOPS TERRACE - Health -711
35 Bishop's Ten-ace
Hyannis _ �= .
q7
a
p _
TOWN OF BARNSTABLE
L�?CATION l�i,S rfl�► C-e a.c3® '—�
4ops 1-,e /6
SEWAGE#VILLAGE 62inn d ASSESSOR'S MAP&PARCEL 9SI ;1-07
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY O
LEACHING FACILITY:(type) COPU4�5(size) d2 x 9:5 A. A,
NO.OF BEDROOMSGfj
r
OWNER &+y'i
PERMIT DATE: SL&3)C4- COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY
1
7
i
w 0A „ o
No. 2w 2` 6 Fee ' 0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pphrotiou for MkgpogoY *p5tem Con5trurtton Vermtt
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Addeo oft N�O�3. ��� �p Owner's Name, , reds,and Tel.No.
Assessor's Ma arcel �' /" W
P� �- 2� 1 � 7�c'P f C� �VI B�l I-�, (�- � /a✓jiyln l/1/PO
Installer's Name,Address, 7 No. GL Designer's Name,Address nd Tel No.
l( g /W S C.or�,S 9' Ste— ,s��'�j,,; r !'►, ,
Type of Building: G
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder
Sew &14 W+^4>�9No.of Persons Showers( ) Cafeteria
Other Type of Building/LPi� ( )
Other Fixtures r
Design Flow(min.required) gpd Design flow provided gpd
Plan Date 0 Y Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. I
Description of Soil i_
Nature of Repairs or Alterationy� ,,. -nswer when applicable) / NY/Y" GBL
kJ
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintena e If
the afore described on-site sewage disposal system in
accordance with the provisions of Titl of the v' ental Cod and of to place the system in operation until a Certificate of
Compliance has been issued by t ' oar H M.
:ig Date 6 `3✓
Application Approved y Date 2
3 Application'Disapproved by: Date
for the following reasons
Permit No. �� �� f �2 Date Issued _S7 '�
No. Fee i
THE COMMONWEALTH OF MASSACHUSETTS
Entered in computer:. N
V
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21ppYication for Migw5at :�)pMem Congtruction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No.35- ! &Z,4 c-a, Owner's Name,Address,and Tel.N 5- 7t �lS
yA,4wz `wo •
Assessor's Map/Parcel VA 2 5 1 1,9-] C7 A4iV j
Installer's Name,Address,and Te1.No. 3 7 Designer's Name,Address and Tel.No. /
JA
Type of Building:
Dwelling No.of Bedrooms Lot Size / 'sq.ft. Garbage Grinder (A4
Other Type of Building/LP.f ���' e A rani ANo.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow-(min.required) ,3 3 gpd Design flow provided gpd
Plan Date D Number of sheets Revision Date
Title`
t.
Size of Septic Tank Type of S.A.S.
Description of Soil ,.a` p _rj� ,l - -0 Al
., 0-
,L
Nature of Repairs or Alteration (Answer when applicable) �„l
f
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintena e f the afore described on-site sewage disposal system in
accordance with the provisions of Title-5-of thh ivi�°n ental Code and of to place the system in operation until a Certificate of
Compliance has been issued by t ' Boar f Heafth.
'--1 Si red 3
g Date
Application Approved by V C Date 572 3 ��
U
Application Disapproved by: Date
for the following reasons
m
Permit No. 2(fDc)q 2 1 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTTIFY that�the
�On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
Abandoned( )by ( �'",4C_l / (�- j�i,��
at 1��11G Pi tit c has been constructed in accordance
-! 1�.� ,7nt� M 9
with the provisions of Title 5 and the for Disposal System Construction Permit No. 2,J0 21s;j dated
Installer Designer N A0 V (�j C/�H�C l +re
#bedrooms Approved design flow / gpd
The issuance of this permits all n`ot b construed as a guarantee that the system WA
I unction as,designed. /
Date t/��� �/ Inspector
l r'1 1 .
No. �C7"" 2. �� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
Migpont *pgtem (Con$truction permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( )
System located at 3S 03,`C' rn ( ti P try<-P
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this permit.
Date ��_-7 Approved by
r
Town of Barnstable
�pI E r Regulatory Services
ati
Thomas F. Geiler,Director
w .,, AB • * Public Health Division
MASS.
039. A�O� Thomas McKean,Director
RFD MA'S
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: 6 -11 -02 Sewage Permit# &00-8--8)6 Assessor's Map/Parcel a 5 aa7
Installer &Designer Certification Form
Designer: G5C 6V-Ou'P, 1 NC . Installer: ELLIS
Address: a`e. UNl; Address: a3 ENT1'I,P9-l5> R.OAC?
UJ. `WV\6el-C11 , MA oa��3 `�Ait.NwUI14 MA 0ao7,5�
On t;LUS %VoTkIE*�,S CpoS"T.was issued a permit to install a
(date) (installer)
septic system at 35 5k540f5 761Q,112,A G�_ based on a design drawn by
ei�SG C�RdU dated 11. O g
(des gner)
X I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Re ulations. Plan revision or
certified as-built by designer to follow. Stripout (if requ t ected and the soils
were found satisfactory.
gc��. 87t G y
UAA
�Ef1AN
(Installer's Signature) > A 9 Norvili��1_�A _
p
9� FarSTEP G��'
(Design s ignature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE-PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
i
gAoffice formAdesignercertification form.doc
SOIL TEST PIT DATA: 4/11 /08 - P#12168 SEPTIC TANK DETAIL: RE-USE EXISTING DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS
ISIOD TE DESCRIPTION
NOT TO SCALE 1 ,000 GALLON NO. OF OUTLETS : cJ " _._. 17.0' 0 0 0
TEST PIT ____#1_ TEST PIT -##2_ NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 4 PVC o0 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GIRD. EL. 89.7 GIRD. EL. 89.7 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. " PIPE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 0
77.7 TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE RISER TO 6 2" WALLS o ;,a T
EST. HIGH GW. EST. HIGH GW. �� 2. SEPTIC TANK TO WITHSTAND H-10 LOADING COVER NOTES: 0 00
UNLESS UNDER PAVEMENT, DRIVES OR o° 56" 12'-10"
FILL FILL TRAVELED WAYS, WHEREIN H-20 LOADING a; • -» 1. DIST. BOX TO WITHSTAND H-10 LOADING °o O H-20 O ° GENERAL NOTES:
6" 8" q. .ti• TUNLESS UNDER PAVEMENT, DRIVES OR o
SHALL APPLY. 0 500 GALLON LEACHING DRYWELLS o
A A HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTIONS AND CONCRETE » TRAVELED WAYS WHEREIN H-20 LOADING 0 0 1. THIS PLAN IS FOR DESIGN AND
L. SAND L. SAND CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE MANHOLES 0 0 0 0 0 0 0 0 0 0 0 0 o CONSTRUCTION OF THE SEWAGE
1OYR3 4 „ 1OYR3 4 „ (BASED ON TP#X) W/ METAL HANDLES BROUGHT 15 SHALL APPLY.
B B 12 4. FILL ALL UNUSED KNOCKOUTS NTH TO 6 OF FINISH GRADE y T " o 0 0 0 0 0 0 °o°0 0° °o° °o° °o°0 0 0 0 0 ° o 0 0 0 0 0
DISPOSAL FACILITY ONLY.
8 2. PROVIDE INLET TEE OR BAFFLE WHERE - 25.0' 2. ALL CONSTRUCTION METHODS AND
DEPTH TO BOT. OF HOLE 12' MORTAR. TEE TO BE UNDER 6" " �' MATERIALS SHALL CONFORM TO MASS.
L. SAND L. SAND - M.H. OPENING 'EVERMIN. 5,5 OUTLETS �. SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
_ $/ IN PUMPED SYSTEM. BERS D.E.P TITLE 5 AND LOCAL BOARD
10YR5 6 33" 10YR5 6 36" NO GROUNDWATER A&4 ,Z » b� � e ' A � " PLAN VIEW - LEACHING HAM
Cl Cl (-"-3 � a'� ab�a � OF HEALTH REGULATIONS.
F.SAND F.SAND I 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. " " 3. ALL PIPES LOCATED UNDER PAVEMENT
10YR8 4 10YR8 4 RAISE M.H W� 4 BOTTOM ON LEVEL LOAM & SEED DISTURBED AREAS COMPACTED FILL 36 MAXIMUM 12 MINIMUM
/ 54" 52" SEWER BRICK : '�'- STABLE BASE 1 MIN. 3/4" TO BOX TO BE LAID LEVELFFFFFFFF OR TRAVELED WAY SHALL BE SCHEDULE
' �' ''d == 1 1/2" CRUSHED 40 OR EQUAL
EL = 85.2 & MORTAR L CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3 MAX. RISER TO 6 FROM GRADE
. NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. 4. THERE ARE NO KNOWN PRIVATE WELLS
° 0 0 ° " LOCATED WITHIN 150 FT. OF THE
3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° ° 0 O 0 0 3 LAYER PROPOSED LEACHING FACILITY NOR
PER( - 1P '1 - 24 GALLONS IN 1 OMINS < 2MPI 1 p" 14" PEASTONE
70" PRECAST SEPTIC TANK ., T 0 0 0 O REMOVE
r• INLET TEE
30 1/2 36 „ 08 0 0 150 OFANY OANYVKNOWN LEACHING OPOSED VF FACILITY.
_ " " 24 0 0 0 UNSUITABLE
C2 C2 _ 4-0 MIN. �o-eE►�c o„ EFFEC. 00 0 MATERIAL FOR 5. WITHIN LIMIT OF EXCAVATION REMOVE
" i 0 0 0 0 5' ALL AROUND ALL TOPSOIL, SUBSOIL AND OTHER
M. SAND M. SAND - - ? LIQUID DEPTH ) e: 15 1/2 DEPiTH Q Q Q O O Q IMPERVIOUS MATERIAL.
1OYR6/8 1OYR6/8 PRECAST DIST. �- ` 6. REPLACE ALL EXCAVATED MATERIAL WITH
INDICATES N BOX 3/4" - 1 1/2" CLEAN GRANULAR SAND, FREE FROM ORGANIC
*- " MATERIAL AND DELETERIOUS SUBSTANCES.
" „ e`r:: :d =:��::::`o: . .. `��::. :. . 56 WASHED STONE
144 138 y ESTIMATED -� MIXTURES AND LAYERS OF DIFFERENT CLASSES
EL = 77.7 EL = 78.2 - e� •+ 12'-6" OF SOIL SHALL NOT BE USED. THE FILL SHALL
_ SEASONAL HIGH a BOTTOM ON LEVEL STABLE BASE ��°a �' 1,,. .�.�
NOT CONTAIN ANY MATERIAL LARGER THAN
DATE: DATE: GROUND WATER PLAN VIEW " " � ��, �� � \ 7 1/2 TWO INCHES. A SIEVE ANALYSIS, USING A #4
4/11/08 4/11/08 6 MIN. 3/4 TO CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER SIEVE, SHALL BE PERFORMED ON A
INDICATES 1 1/2" STONE
� REPRESENTATIVE SAMPLE OF FILL. UP TO 45X
� OBSERVED RETBY A
INED NED ON THEGHT OF E FILL SAMPLE#4 SIEVE. SIEVEAY BE
ANALYSES
TEST BY: TEST BY: - GROUND WATER ALSO SHALL BE PERFORMED SIEVE
THE FRACTION
THE BSC GROUP, INC. THE BSC GROUP, INC. r
OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH
N/F N/F TOWN OF BARNSTABLE REQUIRES ENGINEERS DESIGN CRITERIA: ANALYSES MUST DEMONSTRATE THAT THE
WITNESSEDY: WITNESSED BY: INDICATES DANIEL R. POGORELC MATERIAL.MEETS EACH OF THE FOLLOWING
DONNA MIORANDI DONNA MIORANDI MARGARET & MEGHAN THOMPSON
PERC. ASSESSORS MAP 251 ASSESSORS MAP 251 CERTIFICATION. SOIL EVALUATOR TO MATERISPEcinCATIONT
PER(. RATE: PER(. RATE: TEST PARCEL 195 PARCEL 196 _ INSPECT BOTTOM OF EXCAVATION PRIOR N/F DESIGN FLOW: 100Y. MUST PASS #4 SIEVE
_2-MIN./INCH _2_MIN./INCH PATRICIA DABY (4.75 mm EFFECTIVE PARTICLE SIZE)
SOIL EVALUATOR SOIL EVALUATOR INDICATES TO ANY INSTALLATION AND ENGINEER TO ASSESSORS MAP 251 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. IOX-100% MUST PASS #50 SIEVE
MARK DIBB MARK DIBB ® UNSUITABLE ROUND TO INSPECT SYSTEM PRIOR TO FINAL BACKFILLING. PARCEL 197 (0.30 mm EFFECTIVE PARTICLE SIZE)
OR-20X MUST PASS #100 SIEVE
MATERIAL (0.15 mm EFFECTIVE PARTICLE SIZE)
CB FND 1'3� OR-5X MUST PASS #200 SIEVE
SOIL CLASS: SOIL CLASS:
� STOCKADE FENCE N1125'46"E 131.00' ' REQUIRED SEPTIC TANK: (0.075 mm EFFECTIVE PARTICLE SIZE)
4
330 X 200% = 660 GAL. 7. EXISTING UTILITIES WHERE SHOWN
L.T.A.R. L.T.A.R. IN THE DRAWINGS ARE APPROXIMATE.
0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. PUMP & SHED FNDDH SEPTIC TANK PROVIDED: = 1000 GAL. THE CONTRACTOR SHALL BE RESPON-
ABANDON o SIBLE FOR PROPERLY LOCATING AND
DATUM: PER TITLE 5 J �� s9cy STRUCTION ACTIVITY WITH DIG-SAFE
o �a �LANOFf.,I,is SIZE OF LEACHING FACILITY REQUIRED: COORDINATING THE PROPOSED CON-
Mf.gY D. a AND THE APPLICABLE UTILITY
o? - I o i o} °a DESIGN PERC. RATE: <2 MIN./ INCH COMPANY AND MAINTAINING THE
VERTICAL DATUM: ASSUMED , / �TP#1 o CIVIL EXISTING UTILITY SYSTEM N SERVICE.
,- 0 ) / ♦ .o No.45937 LONG TERM APPL. RATE 0,74 G.P.D/S.F. DIG-SAFE SHALL BE NOTIFIED PER
\� _ / ♦ 9�Q�S ���0 Q THE STATE OF MASSACHUSETTS
BENCH MARK SET: TOP OF CONCRETE BOUND ELEV.=90.64 ` / /^♦ ♦♦ ��ss 330 GPD 0.74 GPD/SF = 446 S,F. STATUTE CHAPTER $2, SECTION 409
o "' `' / ♦ ♦ • A t AT TEL 1-888-344-7233. THE
r` < C♦ ♦ ♦ THEIR EACCURACY OR THAT R DOES NOT ALLGUARANTEE
PROFILE: NOT TO SCALE Z EXISTING f. �♦ ♦ �� / ""' v SIZE OF LEACHING FACILITY PROVIDED: UTILITIES AND SUBSURFACE STRUCTURES
/ ♦ //// ARE SHOWN. LOCATIONS AND
EL-A DENISE FLOYD-AARON w SEPTIC QS ♦ 0
S 16.1' ELEVATIONS OF UNDERGROUND UTILITIES
FIRST PIPE LENGTH ASSESSORS MAP 251 0 ♦ ♦ USE (2) H-20 500 GALLON CON( TAKEN FROM RECORD PLANS. THE
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL PARCEL 208 Y N/F ♦ ♦ /�♦ / LEACHING CHAMBERS 12,5'X2'X25' CONTRACTOR SHALL VERIFY SIZE
EL=EXISTING 6" OF FINISHED GRADE. FOR MIN. 2' o DAVID P. GAZZOLO S �'y ♦ ♦ �/ #2 LOCATION AND INVERTS OF UTILITIES
FINISH GRADE a- ASSESSORS MAP 251 �►.• ♦ /
EL.-89.7 PARCEL 207 SIDEWALL = 2(12.5'+25.01) X 2' = 150 AND STRUCTURES AS REQUIRED PRIOR
4" PVC SCH 40 15,064tS,F. BULKHEAD ♦ / 6_13 - TO THE START OF CONSTRUCTION. ,
4" P EXISTING 1 00 DECK ♦� 530 BOTTOM - 12.5 X 25.0 . = 312.5
" 'LEACHING CHAMBER E 0 ., 8. THIS SYSTEM IS NOT DESIGNED FOR
GAL. TO REMAIN
462 5S F
. c o 0 0 0 0 Cl 0 0 0 � - 'IV
THE USE OF A GARBAGE GRINDER.
o 0 0 0 0 0 0 0 0 0 37.0• e� w 462.5 S.F x 0,74 GPD/SF = 342 GPD e ER I
PROPOSED '' • AGAR AGE GRIND S NOT
=g I=p 1=G o 0 0 0 0 0 0 0 0 o GAS 12.5 X 25 S.A.S RECOMMEADVERSE NMPACTSDED DUE
TO 1HECLOEACHN
I=C I-E H METER
i 5 OUTLET I=F STOOP a FACILITY.
RE-USE EXISTING 1,000 GAL DIST. BOX 5.5 SEPARATION PROPOSED 9. EXITING INVERTS ARE TO BE CHECKED BY
r THE CONTRACTOR PRIOR TO CONSTRUCTION.
SEPTIC TANK J + EST. HIGH GROUNDWATER $ 1 STORY I - D--BOX CONFIRM LOCATION do NUMBER OF INVERTS.
ui WOOD FRAME I i' 0. THE ENGINEER IS TO BE NOTIFIED OF
HOUSE # 35 I b
3 FF=92.9 Q r i= ANY FIELD CHANGES THAT MAY BE
: TOF=91.9 ( ( 'r N/F ,r� !. REQUIRED.
`! INV=89.1 DOROTHY R. HIRSCH
INVERT ELEVATIONS: M 1` �, ASSESSORS MAP 251 0 C U S INFORMATION
s PARCEL 206
Z - o _ 5o.T M CURRENT OWNER: DAVID P. GAZZOLO BSC GROUP
TOP OF FOUNDATION 91.9 A ( ( ^ 349 Route 28, Main Street, Unit D
4" INVERT AT BUILDING 89.1 6 TITLE REFERENCE: CERT. 124634
'° W.Yarmouth Massachusetts
4" INVERT AT SEPTIC TANK (IN) 88.0 C VERIFY IN FIELD DECK - ( x; PLAN REFERENCE: L.C. 25306-B 02673
4" INVERT AT SEPTIC TANK (OUT) 87.75 D VERIFY IN FIELD el WALK ASSESSORS MAP: 251 5087788919
4" INVERT AT DIST. BOX (IN) 87.0 E _ Me► s PARCEL: 207
4" INVERT AT DIST. BOX (OUT) 86.83 F `Illrr
PROJECT TITLE:
ZONING DISTRICT: RC-1
{ ( SETBACKS: FRONT 30' DESIGN FOR
INVERTS AT LEACHING FACILITY: ,,,.,".�.�a�•�•���������.� w SIDE 15
Z °� .a a '�� - REAR 15'
X ( SEWAGE DISPOSAL
a w 2 y it 69 MINIMUM LOT SIZE: 87,120 S.F.
4" INVERT AT BEGINNING EXISTING LOT AREA: 15,064tS.F. SYSTEM REPAIR
OF LEACHING CHAMBER 85.2 G
Z ~° OVERLAY DISTRICT: GP
r
NITROGEN SENSITIVE
ELEVATION AT BOTTOM zoNE: ZONE II #35
OF LEACHING CHAMBER 83.2 H
N I FEMA FLOOD BISHOPS TERRACE
ZONE DISTRICT- ZONE C AS SHOWN ON
I PANEL # H YAN N I S
NO OBSERVED GROUNDWATER
BOTTOM OF HOLE ��• J �'' r I I /� M ASSACH U SETTS
z BENCH MARKi LOCUS PLAN: NO SCALE
a TOP OF CONCRETE BOUND
ELEV.=90.64 (ASSUMED)
VARIANCES REQUESTED: v e w� I T a
" -`_•-- S11 25'46"W 131.00' i
N
`f OO CD LOCUS PREPARED FOR:
FND i DAVID GAZZOLO
_ a x 10 MIDDLE ROAD
- _ ~ W WEST YARMOUTH, MA 02673
NONE - - - - EDGE OF PAVEMENT - - �'�''- -' `" -` -- -- ""-=-� -
- a KITSEY = 1-508-771-6515
r LANE 3
3 DATE: APRIL 11, 2008
BISHOPS TERRACE (40' WIDE) P L A N VIEW E V y COMP. DESIGN: K. HEALY
a CHECK: M. DIBB
SCALE: 1" = 10 FEET a DRAWN: P. HAGIST
1 J
W FIELD: D. GAZZOLO / N. MERCIER
_ - - 0 5 10 20 FT. 3 28 FILE NO. 9339-SEP.DWG
DWG N0. 5893-01
- -- - - - - - - - - -- - JOB NO. 4-9339-00 SHEET 1 of 1