HomeMy WebLinkAbout0185 PARKER ROAD - Health �,18 5 ,Parker'Road
116-08�4�. Osterville
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o
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
s M ;
Public Health Division
lk Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax:, 508-790-6304
Installer& Designer Certification Form
Date:
Designer: _ _ TES Installer:
42 CANTERBURY LANE Address:
�QO� dal3 3
Address: EAST OUTH MASSAC►+i UIM m638
FAW
508/540-2534 I l�l
4
on J G, .44 ��`� was issued a permit to install a
(date) (installer)
septic system at —based on a design drawn by
STEPHEN J.DOYLE AND ASSOC ss)
42 CANTERBURY LANE
EAST F LMOUTH,MASSACHUSETTS o2536 dated—��—a�- aOO _.
(
I certify that the septic system referenced above was installed substantially according to
__J/_
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
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 Regulations. Plan revision or
certified as-built by designer to follow. XXAA
�► ESN Or to
♦ � STEP HEN
v �
(Installer's lgnatuTe) .4 " 00 LE
�l�q�✓D SUF�����•
(Desi er' Signature) (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.
Q:Hcaltb/Septic/Designer Certification Form
TOWN OF BARNSTABLE
LOCATION AF Nar`'rd'' Rel SEWAGE # O0 '1
i
VILLAGE- O Ile ASSESSOR'S MAP & LOT //6 of
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY �.�i 0 ®g
• LEACHING FACILITY: (type) .2' reop c'44-76rrr (size) /�?.�+3
NO.OF BEDROOMS 3
UII.D R OWNE . a f� A IdletrS
PERMITDATE: s COMPLIANCE DATE: O D
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
c
t
13
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3 /1/9
Q.9 L �
L 3a 35
5 411 39
TOWN OF BARNSTABLE led
LOCATION j Nyr`'q— SEWAGE # gLo -l
VILLAGE ®Syer""I e ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. A
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 42- POP (size) /;I.
NO.OF BEDROOMS 3
UII,DER OR OWNE �a s� �` dref
PERMITDATE: "1 I5 Od COMPLIANCE DATE: 0
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
(Gar r 13
3
3 a
�l `� 3 Y 35"
No. FEE M,
�f
,. 'COMMONWEALTH OF MASSACHUSETTS �
Board of Health,' J�t7,1.I1 r�,�fl�i�.,MA.
\O APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) - ❑Complete System 1]Individual Components
Location � Owner's Name
1 � ► ,
Map/Parcel# Wo - Address
Lot# L o-c- VA Telephone#
Installer's Name Designer's NarrSTEpgEN J.DOYLE AND.ASSOCIATES
Address Address
EAST FALMOUTH,MASSACHUSETTS 02536
Telephone# Telephone# 508/540-2534
Type of Building Lot Size �� D 1 q sq.ft.
awellin No.of Bedrooms ' Garbage grinder( )
er-Type of Building No.of persons Showers ( ),Cafeteria( )
Other Fixtures
Design Flow (min.required) -31 Q gpd Calculated design flow Design flow provided gpd
Plan: Date Number of sheets Revision Date
Title - LA-kI
Description of Soil(s) %- L-1�GZ (►
Soil Evaluator Form No. 10'; Name of Soil Evaluator 5 Date of Evaluation \b^20 ✓`5
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned a ees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further a ees t no to lace the system in operation until a Certificate of
Compliance has been issued by the Board of Health.
Signed _ DateWO,nar",5�A
I .p
04
�.
4 !
e. ^'+rh...♦ �,�,..,s. .. .l..4.e `' -° -_• ',,.rV««....
No. FEE
� � •' r �,-:off, 1 µ 'COMMONWEALTH @F-M SSACIIUSETTS
s 7,
Board'of Health, IPA Z)t-35A-t- ►—MA:- .
' APPLICATION F09 DISPOSAL SYSTEM CONSTRUCTION PERMIT
P t to Construct Repair( Upgrade Abandon ❑Complete System ❑Individual Componentsr, AhcationforPmp r ll`r
Location ,� '�jr + �� Owner's Name
Map/Parcel# Wo Address
Lot# t o-r- 8 Telephone#
Installer's Name O Designer's Name
Address Address
Telephone# Telephone#
Type of Building Lot Size bt D 1�_sq.ft.
ew llin No.of Bedrooms 3 ""� Garbage grinder ( )
Type of Building No.of persons Showers ( ),Cafeteria (
Other Fixtures
Design Flow (min.required) 310 gpd Calculated design flow "'tJ'•1lC.) Design flow provided '34 b gpd
Plan: Date Z� 0 Number of sheets l Revision Date -off,•
Title
Description ofSoil(s) i�t'+ _ -I- L_y!4
Soil Evaluator Form No. \o S�f. Name of Soil Evaluator 5 • t—Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further a ees t no to lace the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
V
rj AGaA�,V'j
V
. ' 6
No. ^/ FEE
COMMONWFALTII OF MASSACHUSETTS
Board of Health, MA.
CERTIFICATE OF COMPLIANCE
Description of Work: O Individual Component(s) ❑Complete System
The unrsigned hereby i elrtify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned'(
by. J- G p I ,
at Iyi1,p".ktr
has been installe in accordance with the qovisions 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. J f 7 dated 15- U . App•oved De ,ign Flow 30 (gpd)
Installer
Designer: Inspector: !.�-r/ `' Date: 6 r
_ t A,
The-issuance of this permit shall not be construed.as a guarantee that the system will function as designed ! '
No. / 2 FEE�f_
COMMONWEALTH OF7�AX�
ACIIUSETTS
Board of Health, � /� MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permissio is h reb granted to; Construct( ) Repair( ) Upgrade Abandon( ) an individual sewage disposal system
at / !Yd `> as described in the application for
. p
Disposal System Construction Permit No dated
Provided: Construction shall be completed i thre years of the date of :is ecmit. local co itions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 0 Board of Health;
4V V v
v
Town of Barnstable P# ID, 59 5
f SHE Tp�
o Department of Regulatory Services
BAMMBLE, r Public Health Division. Hate 1G o3
MASS.
059. �e� 200 Main Street,Hyannis MA 02601
rFD MA'S a !
Date Scheduled j 30 U 3 Time ill Fee Pd. U 0
Soil Suitability Assessment for Sewage Disposal
Performed By: � °� ti `� Witnessed By:
1&4,
T �s pp�� L... T7�7 i�t� TT
Location Address w s- rs-.-�.� Owner's Name
OS+ . Address
STEPHEN J.DOYLE AND ASSOCIATES
Assessor's Map/Parcel: 1 1-6 6Q 4 Engineer's Name 42 CANTERBURY LANE
EAST FALMOUTH,MASSACHUSE 02&M
NEW CONSTRUCTION REPAIR Telephone bog 540.2534
7
Land Use `(iC:.�J . ° Slopes(%) l Surface Stones / '
Distances from: Open Water Body� ft �ossible Wet Area I OU ft Drinking Water Well -4 17 ft
Drainage Way 3 ft Property Line 0 ft Other ft
SKETCH:(Street name,dimensions of lot,exact lolcations of test holes&perc tests,locate wetlands in proximity to holes),
VI
!
�t61; a
Parent material(geologic) En + Depth to Bedrock !so
i
Depth to Groundwater: Standing Water in Hole:_ Weeping from Pit Face
Estimated Seasonal High Groundwater
JIJ:Er �I�L�1�11n l 1aR4T .. . ..,.: ;
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles:' in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_
F`. .......TI.J TEST. lDate l e
.....
Observation
Hole# _�_ Time at 9"
Depth of Perc �iD V Time at 6"
Start Pre-soak Time @ ' D 11',l L Time(9"- "
End Pre-soak
Rate Min./Inch .�Zi �• �'� `�
Site Suitability Assessment: Site Passed IV/ Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
Q:HEALTH/SEPTIC/PERCFORM
DEEP OBSFRVAIOl IiQLE�Q Tole #;:::
Depth from Soil Horizon Soil Texture Soil Colol Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, %Gravel
p,� �� yL toxin 1 Z 0
1.1114,
ro 2 l� a-13 Vic.
v
(off � �►��- oJ� �� '
ti
? 7�P QB +RV '�( N HOI �,+D �3ale# :..
p .....
De th from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell); Mottling (Structure,Stories,Boulders.
Consistency.%Gravel)
Cr �� r
► �*
T
aBSRzQN
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell)I Mottling (Structure;Stones,Boulders.
Consistency.%Gravel)
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
{
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Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
0
Within 500 year boundary No_ Yes
Within 100 year flood boundary No_ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring p
ervio material e4st in all areas observed throughout the
area proposed for the soil absorption system? \t%`7
If not,what is the depth of naturally occurring pervi us material`s '
Certification
I certify that on -1, (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,experti a and ex erience described in 310�MR 15.017.
i
Signature Date l'D
I
Q:HEALTHISEPTIC/PERCFORM
NEW PERIMETER
SECURITY FENCE EXISTING TREE
PER ZONING TO REMAIN
REGULATIONS
* � PROPERTY LINE
SETBACK LINE.
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PROVIDE 85 REBARS• ' I 2 Z C
12'O.C,VERT IN MAIN
FOUNDATION WALLS TO TIE �' It
IN TO FROST.WALLS, TYP. 3L'D{AM.CORRUGATED -
. CONNECTK7N WHERE POUR AREAWAY W/D GRAVEL
IS NOT CONTINUOUS. BED.TYPICAL. ! I LINES OF DECK ABOVE
_______ ___.______________ __ !1SI_ ______________________________ _ I I U 'gym
_.__________________________________________ Z
i7�-p�yI��WZ .
________________________ ____ !
_ _ _ _ _ _ _ _ _ _ __ _ _______________
1448
up
M BASEMENT I I o o i
- I BEARING WALL _______________________� CONTRACTOR SHALL O Q W in
- ON GRADE IS - I FOOTING COVERAGE
' O
GARAGE SLAB AS SHOWN ; RAM POCKET m
------'- --------I - - - -- --
O
T: / PITCH RDIS'PER FOOT !.W/O WALL ABOVE I ®I _ _ ... i E O it
TOWARDS DOORS
3xI2 DROPPED clkr
BACKPILL W/CLEAN �.�.�.�.�..r. I I .�---- I I �.e.s T.� i I �--I CfD cn
I ' COMPACTED FILL ! I i i i O W r/]
3 I/1•LA C04 i
J C04.TO ALIGR—� _ _
I V
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1
1 DROP TOP OF WALL PROVIDE 4'MIN.TO:: '--I t---- --- - - ---- ---- ---- -- ----_ �j
I' COMBUSTIBLES AS .3G'X3G•XIb'6LAB f� lI7-COL.AEO E- �. r _! ____ _________
• 12'AT DOOR OPENINGS FTC. -
O ; OUTLINED IN CODE ; I - o F
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^� I_ ______ __________ ___________ ______ ____________� 8'-3' I 6'-11' I' G'-O' . .. E'-II I/1' �.�:. T'-O' T-O' 6'-10' _____. _ ____...___ ^�'
,
' -- DOUBLE JOISTS UNDER
ALL PARALLEL PARTITION j - � 1
_________________________.---------------------------
-------------
GARAGE.r _
' -- - t CTHER fIILEC POUNDATIC)'S: m 1
PROVIDE t5 REBARS•- F ID' /2tt5 TOP I BOTTOM BAR. F ;
I 12.O.C.VERT IN MAIN .n =- REST FOUNDATION ON 20•x10'STRIP FOl.'TING. %_______
' FOUNDATION WALLS TO TIE - - p PROVIDE 2•t5 HOR!Z.BARS CONT.IM 'RIP O
I IN TO FROST WALL6. TYP. - FOOTING W1 KEYWAY.LAP TOP 95 BAR'TO -L'OF 3/4'STONE
CONNECTION WHERE POUR q MAIN WALL EARS.PROVIDE TRANSITC'N -
IS NOT CONTINUOUS: _ f REINFORCING W/tS HORIZ.BARS SPACZO �- - ni 'ban d zL'�u5
VERT. 11'O.C.PROVIDE 5/S'XI&-AK_NOR h� �Q �
BOLTS•4'-O.O.C.MAx.
w i up
-a_ _ _______ _ ____________ ____ _________ _ _________ ________________ _____ _______ _ _________ __________ _______ ____ ___ _ __ ---------
--------- _ ___________________._
iI __ _ __ _ _ __ _ _ _ _ _ _ y 'tl g
_ I tF � u tdEg I ,
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- - — — --------------------------------- --------------------- - ------------------------- ---------------- --------- ---------------------------------------r ,g
F F �g�
I �26r yen i- i ls�y`aE�3e qq�($ �
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0 �BASEMENT NOTES: Z:z
L MAIN FOUNDATION WALLS TO BE 10'POURED CONC.W/2t85 TOP Z Ifl
t BOTTOM BARS t t5 BARS t 1'-0'O.C.HORIZ.AND VERT. -
REST FOUNDATION ON KYX2O'STRIP FOOTING.
PROVIDE 3�.1 HORIZ.BARB CONTINUOUS IN STRIP FOOTING W/ ui
KETWAY.PROVIDE t5 VERT.DOWELS 21'O.C.HORIZ.EXTENDED T
MIN.ABOVE TOP OF FOOTING.PROVIDE 6/8'XD'ANCHOR - y
BOLTS•4'-0.O.C.MAX.
2.ALL STRUCTURAL STEEL COLUMNS TO BE 4'X4'X6/1L'SQUARE STEEL TUBE
COLUMNS TO EXTEND TO FOOTER BELOW.PROVIDE VXVX5/6'CAP -
PLATE t T'X12'X3/4'BASE PLATE W/2t3/4'DIAN.BOLTS.WELD ALL CONNECTIONS
FOOTERS TO BE 42'X42-XIS'SQUARE CONCRETE W/3t86 BARS EACH WAY.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4.DUST CAP TO BE 4'POURED CONC.ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
6. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE(WINDOWS OR MECHANICAL)
L.CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN -
4'-0'MINIMUM COVER. /^[
T.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS.TYP.
B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
I.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING. - y ti y O
INCORRECT,OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION ) -iqrl�Doa
♦ « z
OF THE DESIGNER BECOME THE RESPON8USILITY OF THE CONTRACTOR.
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W � S
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A B C
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5
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30'-1 3/4' ;?•4'-4 1/4• 1.-O• 4'-O' < .
0
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1•_a• 24s2 _ - - - r-o• a �i7i�o���W¢em
PROVIDE 1 LAYERS G/8' 3; _ BOOKS WIND SEAT BOOIC6 i W 1z wa
TYPE O PBOND E GWB
I I i ,l
FURRING
VY G CHANNELS
RESILIENT-
nl a WRRING CHANNELS CEILING p - I I I I ICI II
I I - I I TURNCRAFT FIBERGLASS m ms
i rc R OPENERS SHALL BE MOUNTED I COLUMN W/TUSCAN I Ili �o �/� Wp.I
DI ON RESILIENT MOUNTS. O ITC N CAP AND BASE.TYP. j
0 o - O o O I � O I E— C3
ONE CAR ----- ' " °' m C'KI
i b o u GARAGE
g a I C7
m a V PITCH SLAB 1/8'PER PT LAUNDRY_ _—— —.� ISLAND ___ —._ _.—•_.—•—.—.—•—.—.—.— _
- O TOWARDS ,PER
�I� WET BAR
O PROVIDE I LAYER 5/8' - DSO - GREAT ROOM
TYPE'X'FIRECOOE GW6 E FLUSH BC/ �d.OVE .
O� i •CONNECTIONS W/LIVING SPACE - `1B
O
PROVIDE 4• N.TO �441
-
�'`I - CDMBUSTIBLE5 AS 20 MIN.DOOR—
OUTLINED IN CODE W i
GAS LOG FIREPLACE
M III 3o6e FOYER
--- ------ - -------- --
OR
i, Lc�] DINING AREA
-
p I I I I I I W 8 $ E3gg
2'-4 1/.4• I !( ; T.V. ABINET I IFs
•gyp
aka > 8 ��
1461 2452 2452 2452 2452 2452 SCREEN SCREEN SCREEN ti qs i1Eg
TURNCRAFT FIBERGLASS- 6 1 I _ a IN
COLUMN W/TUSCAN
CAP AND BASE.TYP. O P.T.MAHOGANYECK DECKING ON
KY-3 1/41 14' O'
$'-1 3/4• I4-1 V2• i'-0 1/4'
4-_0• 4'_0• 4•_0• 6
W
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64'-0• O w� Q
UU MAHOGANY DECKING ON - (n OL
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P.T.DECK 1018TS W F
A C p w W,
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LL UJWQW
F- zaLLIp
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2
SQUARE FOOT CALCS:
GARAGE 289 S.F.
FIRST FLOOR 1,312 S.F.
FIRST FLR DECK TOTAL 20-4 S.F. NOTES,
I. ALL EXTERIOR WALLS SHALL BE 2X6
SCREENED PORCH 159 S.F. •N•O.O.UNLESS OTHERWISE NOTED. p
SECOND FLOOR 1,383 S.F. .2.ALL INTERIOR WALLS SHALL BE 2X4 ~
K'O.C.UNLESS OTHERWISE NOTED. r
SECOND FLOOR DECK 113 S.F. 3.CONTRACTOR SHALL VERIFY ALL WINDOW y
ROUGH OPENINGS PRIOR TO ORDERING WINDOWS.
4.CONTRACTOR SHALL VERIFY ALL DIMEN&ONS `
PRIOR TO CONSTRUCTION.TOTAL LIVING SPACE 2,L95 S.F. ASSUMES RESPONSIBILITY NOR
PORCOATNR7 ACTMISSING OR 0
INCORRECT DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE DESIGNER.
W
W
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26'-1 3/4' _ - 39--4 1/4'
10'-51/4' i 3'-4 I/2' 5'-11 2' Y-5 1/4" I '
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N W
THESE TWO WINDOWS i i � ��z00
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TO CENTER CS
UNDER GABLE ¢O��&
- I 2452 1 2452 I3015 2452 j K R W U 0 P O�30
I_
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�— LINEN I'-113/ BEDROOf1x2
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1—i ''B. I I I I �( I I I F z^ _
_ MASTER I
BEDROOM
1^
1 2865 11'-0'CEILING HEIGHT
'- III( I.
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LOSET CLOSET
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2452 I 2421 - 2452 2452 2452 2452 I mks �E� S
I
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12'-10' 3'-O' 4'-1 1/2- i V-1 3/4' 4'-10' POSTS TO
ALIGN
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24-11 3/4' S'-3 1/2' V-3 1/2'
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NOTES,
L ALL EXTERIOR WALLS SHALL BE 2XL
•4'O.C.UNLESS OTHERWISE NOTED. C
1.ALL INTERIOR WALLS SHALL BE 2X4 ~
•4'O.C.UNLESS OTHERWISE NOTED.
S.CONTRACTOR SHALL VERIFY ALL WINDOW j p�
ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. y 2
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS N
PRIOR TO CONSTRUCTION. CONTRACTOR
ASSUMES RESPONS151LITT FOR ANY MISSING OR G ✓
INCORRECT DIMENSIONS NOT BROUGHT TO
- THE ATTENTION OF THE DESIGNER. Q
WOOD FRAME CHIMNEY,W/STUCCO FINISH
CONTINUOUS RIDGE VENT / - 2, E -
W
RED CEDAR ROOF
Q y(
I] 12 w O U
IXS RAKE TRIM K7.26� �10.26
IX3 RAKE TRIM
IX4 TRIM I 3
.1 .l
12 12 UI
CUSTOM WINDOW HEADS '
1
5
r
H 2 O =
3
W
—�
C)
WHITE CEDAR SHINGLES i
U
TW246 BU
®SECOND FLOOR — — — — — — -- — — — — _ — ._ _ _ — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — _. _. - _ — — — — __ - g <O pSo
W
SECOND FLOOR W Z U
_
ALUMINUM GUTTER p
F - W��S$.W8�Ys
O O O
EiOlOOVERHEAD
��0PILASTER TO MATCH COLUS'TURNCRAFT FIBERGLASSCOLUMN W/TUSCANCAP AND BASE,TYP.RST FLOOR
— — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NRSTFLOOR E2
I Q w ;i lX
a
FRONT ELEVATION 6 s � ,
6 NM
CONTRACTOR ALL WINDOW ROUGH
OPENINGS PRIORR TOO ORDERING
ORDERING t
NOTIFY DESIGNER OF ANY ERRORSRS OR OR OMISSIONS.
Z Z g^g
\_ $
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0
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13 =
rc
3 I/2'CROWN MOULDING
IXIO FRIEZE
= m N
III
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WHITE CEDAR SHINGLES TW2452 TW2461 TW116] TW2453 TW2462
fli
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®SECOND PLOOR — — — — — — — — — — — — — — — — — — — — _ — — — — — _ — — — — — _ — — — — — — — — — _ — — _ _ _ — — — __ — — - — — — — — — _ — — — _ — — — _ — — W Q
SECOND FLOOR
—�� - - - - - � W QQ W Q
---- J L L W
IX4 WINDOW/DOOR W W N
CASING(HEAD) O
j UWly
Us w
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2'R.C.BILL p U _ W
to Y
B'TURNCRAFT FIBECAN"GLASS l W a N
COLUMN W/TUBCAN TW 452 TW2461 TW246] TW2452 TW2452 7TW24S2 F L
CAP AND BASE.TYP.
FIRST FLOOR — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — Y z O Q
i
FIRST FLOOR
IX4 MAHOGANY DECKING/ ry
RAILING
P.T.DECK FRAME Oui
TO 4X6 P.T.T.POSTS L
r
CONTRACTOR SHALL - (-
MAINTAIN 45'MINIMUM
FOOTING COVERAGE
RIGHT ELEVATION
CONTRACTOR TO VERIFY ALL WINDOW ROUGH
OPENINGS PRIOR TO ORDERING WINDOWS 1 -
NOTIFY DESIGNER OF ANY ERRORS OR OMISSIONS. G
'f
•~ _a
a ' Q
'WOOD FRAME CHIMNEY.W/STUCCO FINISHCI
C B A
CONTINUOUS RIDGE VENT ` , 2, L L Z Y
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p O U
RED CEDAR ROOF
,1
IXS RAKE TRIM
IX3 RAKE TRIM — 3
IX4 TRIM , 0
DS
S
C
13 ---------------- ------------ -- - -----------
ALUMINUM GUTTER
D T OI —
WHITE CEDAR SH7-9
INGLES _ -
_ TW2434
!�1 j �i TW7452 _ TW2452 TW2452 - _ TW2452 TW2452
m 0
_ _ SECOND FLOOR®SECOND FLOOR` - — — — — — — — — — — — — — — — —__ _____________ _________ ___ _________ ___________ ______ ___________
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_� FIRST FLOOR
0��O $
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LEFT ELEVATION
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CONTRACTOR TO VERIFY ALL WINDOW ROUGH 2 _
OPENINGS PRIOR TO ORDERING WINDOWS 1 -
NOTIFY DESIGNER OF ANY ERRORS OR OMISSIONS. _7 £
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s
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SECOND FLOOR + m- I ji II - -
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— — — _ .. � SECOND'FLOOR 11 u- w
441
w
w z� N W
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FIRST FLOOR L _
FIRST FLOOR— _ _ — _ — — — — — — —. — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — .— _ _ — — — _ _ _ _ — _ — —�. —— — — — — _ — — — — _ _ — _ _ IX4 MAHOGANY DECKING® W
ON P.T.DECK FRAME
a
i� CONTRACTOR SHALL '
MAINTAIN 49'MINIMUM m
FOOTING COVERAGE
REAR ELEVATION
CONTRACTOR TO VERIFY ALL WINDOW ROUGH --------------------
I
OPENINGS PRIOR TO ORDERING WINDOWS t ---------------"-may-��
NOTIF7 DESIGNER OF ANY ERRORS OR OMISSIONS.
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STRIP VENT Tf
301.b. LIVE LOAD' W W li
IX FASCIA ' 301.b. LIVE I)OAD " �+ o ^� I �= Q H 7x
W/ALUMINUM GUTTER - I BEDR OM 43 LOFT _ d M. BATH M. BEDROOM
IX SOFFIT m I
IX FRIEZE - oI _ a p m p
o [—C�O V4
BEDROOM I#3 r °� _ ___ ____ = 8 301.b. LIVE LOAD W Cam/]
DT 3/4'TOO PLYWOOD 5UB-FLOOR. I /S'TIG PLYW D SUB-FLOOR O u Z Q' r. F i
GLUED.AND NAILED,TYP I GLUED AND AILED,TYP F z>
SECOND FLOOR _ U - - - - SECOND FLOOR
11 IL�� - II 1/8'TJI'S
PROVIDE 7 LAYERS 6/8' - R-N FBGLS.INSUL a
1XL-IL'O.0 OTYPE DE GWB � � 1 � __ __ __I 2Xi-IL'O.C.
N 1/2'GOLD50ND RESILIENT _-
N'G - Ho
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1/2'COX.SHEATHING FURRING CHANNELS CEILING IVE;L tA�D'�II I/2'COX.SHEATHING
TO BASEMENT
I
1/2'GWB DOOR OPENERS SHALL BE MOUNTED I I/2'GWB
ON RESILIENT MOUNTS. I O r - -"-" -_9 O I I
VAPOR BARRIER _ $ I VAPOR BARRIERG
GARAGE 8-TURNCRAFT r t GARAGE �I FOYER/$TNR5 _ GREAT ROOM a bb
TYVEK HOUSEWRAP PORCH - FIBERGLASS COLUMN 1 L TYVEK NOU6EWRAPi F E� Z �SS SF '
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SIDING IEEE ELEVS.) > 1401.b. LIVE LOAD + c F� $ F
TOWARDS DOORS - I 3i C _ I� > �S{L'I
II 2� I ! FIRST FLOOR 66 $$ ��� ` �
®FIRST FLOOR PROVIDE I LAYER 5/e' - i I I _ - - -- - - - - - - - - - - _ - - - - - -®^• � QF�j $$ € x
- - - - - �TPE�JC'-FIRECODFGIDB- - - -- - - - - - - - - - - - -Y RIM JOIST
•CONNECTIONS W/LIVING SPACE %XIU1t'_H):5L J.XJC. 2Xi P T SILL g I 000
- - _ - - - _ - _ _ _ - _ - + _ _ _ - - - _ - - - - - - -. - - - - - _ _ _ - - - - - - - - - - - - - - - - - -- - - - - - - - _\ SILL SEALER -
uY1 fig!w
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_ e ________ - `GARAGE bLAO® <t qGARAGE SLAB/ qSTAIRb BEYOND 10'POURED CONC.WALL BiS$ 55���3
BEARING WALL BEYOND
BASEMENT BASEMENT BASEMENT
------- BADE BEAM MAINTAIN 4e'MIN.COVER
BEYOND - LXL 6/1 WWP TOP 1/3 OF SLAB
________
4'CONC.SLAB
®FOUNDATION SLAB- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _—_—__ 4. - - - - _ _ _ _- _ _ - - - - - _ _ -. - - _
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WMAIN FOUNDATION WALLS TO BE 10'XT-i'W/2885 BARS TOP 1 MAIN FOUNDATION WALLS TO BE 10'XT-L'W/28z5 BARS TOP 1 MAIN FOUNDATION WALLS TO BE 10'XT-i'W/2885 BARS TOP/OTTOM. REST FOUNDATION.ON 70'XIO'STRIP FOOTING BOTTOM. REST FOUNDATION.ON 70'XIO'STRIP FOOTING BOTTOM. REST FOUNDATION.ON 70•XIO'STRIP FOOTING 2
PROVIDE 3N6 NORIZ.BARS CONTINUOUS IN STRIP FOOTING W/ PROVIDE 3'85 HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/ - PROVIDE 3a86 HORIZ.BARS CONTINUOUS IN STRIP POOTING W/ F
KEYWAY.PROVIDE 86 VERT.DOWELS 21'O.C.HORIZ.EXTENDED KEYWAY.PROVIDE 85 VERT.DOWELS 24'O.C.MORIZ.EXTENDED KEYWAY.PROVIDE zb VERT.DOWEIb 71'O.G.HORIZ.EXTENDED
3'-i'MIN.ABOVE TOP OF FOOTING.PROVIDE S/S'XI2'ANCHOR V-i'MIN.ABOVE TOP OF FOOTING.PROVIDE 6/@'X12'ANCHOR 3'-L'MIN.ABOVE TOP OF ROOTING.PROVIDE S/e'X12'ANCHOR
BOLTS 4'-0'O.C.MA%. BOLTS a 4'-0'O.C.MAX. BOLTS 1'-O'O.C.MAX.
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SILL SEALER •• - - J-------------------
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NOTE: o 04
IF SOIL CONDITIONS ARE NOT GOOD Q E"� 2A
FOR PROPER DRAINAGE BELOW THE -- m
STONE.PROVIDE DRAIN PIPES TO
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FULL LENGTH SECTION - zQ-4 >u
nA:N FOUNDATION WALLS TO BE 10'Xl'-L' BARS TOP t "-""" ---- =-'----'-' � -----' ----! L -
PRO 0.. REST FOUNDATION.CN 20.X STRIP FOOTING - - ¢N^
PROVICE S...HORIZ.BAR.CONTINUOS IN STRIP FOOTING W/
KEYWAY.PROVIDE t5 VERT.DOWEL. 24'O.C.HORIZ.EXTENDED z� `
3'-L'MIN.ABOVE TOP OF FOOTING.PROVIDE 5/S'X12'ANCHOR - F -
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STRIP VENT
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®SECOND FLOOR_ _ _ _ _ _ _ _ _ _ _ _ _ _ I - OJOI.b. LIVE LOAD Z
TAPERED DECK JOISTS 11 1 TJ 'S I _ --- - -_i _ _ _ _ _ _ _ _ _ _ _ _ _ SECOND FLOOR® O O Q W
W/WATERPROOFING
ALUMINUM GUTTER
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SCREEN PANELS O to VI V OC
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SCREENED PORCH GREAT ROOM DINING AREA BATH STAIRS ,, — OC Z W
---------- BQ O
119 - o
401.b. LIVE LOAD ;-----------
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — .— _ _ FIRST PLOOR® � /'1
FIRST FLOOR YTJ
1�
rN
O'POURED CONC.WALL
N)'POURED CONC.WALLMAINTAIN 4S'MIN.COVER -- MAINTAIN 4S'MIN.COVER
L•OF 3/4'STONE FOR DRAINAGE -- L/4 WWF TOP 1/3 OF BLAB
4'CONC.SLAB
TE: BASEMENTOIL CONDITIONS ARE NOT GOOD PROPER DRAINAGE BELOWTHE
NE•PROVIDE DRAM PIPES TO WELL.
FULL LENGTH SECTION
MAIN FOUNDATION WALLS TO BE 10'Xl'-L'W/2-.5 BARB TOP i 1
BOTTOM. REST FOUNDATION.ON 20•XIO'STRIP FOOTING I •
PROVIDE 3-85 HORIZ.BAR$CONTINUOUS IN STRIP FOOTING W/ l
KEYWAY.PROVIDE S5 VERT.DOWELS•24'O.C.NORM.EXTENDED L'COMPACTED PILL j
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ALL EXTERIOR WINDOW HEADERS TO BE - z
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ALL WINDOW MULLIONS TO BE SOLID U
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I C and shall extend a I . � . I I ;W� I � � , - . :� , I , , �
Tees shall be constructed of Schedule 40 PV 2. : At least one access, port, over' tank tees shall be accessible i - I I I I ` I . ,� I ' ' : , 1, I I I I :�� I I . I :: ' '�, 11 - ��f
I I I I I I I I I "I , I I I - I
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I 11 ,� I - �1� � 11 I 11 I I I 1, " ": - �, , ,
minimum of 6" above the flow line of the septic tank and be on I Strip-out Note- I � 1. Tvythin 6" of finish grade, , rdth any remaining access ports brought , � 11 I I 1, I I I 1� I I I ,� I I 11 I I -1� 11 . 1'�, _ ;" , " :,,�:��1 �5;1 11
I � � � 1� I - I L -I - I ", 1� � ,:,'I ,�` ��. ,,�"
I 11 I I " I 11 I I I I I - _1 . 11� I ���. I 1 . � �� I I I�, � �_�,11;� .,
I 11 � 11 1. - I I I I I I � � I � - � � t', ,: I 11 I- �� ,� i,� ": , , . 11 -1, " I 'll,
I to -,dtbin 12 1 11 I I 11 I I � i � I'll 1� I 1 � . 1 � � � ' 11 1� _ 111.111 -
I I I . � � H I I 1, 1, � - �,- � � I I 11 I I I
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I I � � . I �, �_ , , , �1� ,� .�., ; �
. Remove all unsuitable material 5' around SAS I I " iniSh grade. I I - i- I I I 11 , 1, I � � � I qll I -11, , - � ol ,
the centerline of the septic tank located directl of f I I " 1 , I I I _ : - � _� �� , " � -
y under the I I I I I :: '' 11 . 1, ; I�
- I I I I i � � - I I I I I .. 11 4, � � I I . , � ;�, j
1 3 All components of the sanita I I �- I .1 11 I � 11 I I : I I � ._ � � I I
clean-out manhole. � down to the "C" layer and replace 'nith clean ry system shall be capa ble of I I I I � I �, I � I � � ''I I ,�, � . " 11 I �, I 1 . 11 i � !�,"I "I ' q. 11 ,� 11 , I � I
. � I I �1, � I � I I � I ' ll, I I I �". , . I ., 1 � 11 I 11 ; , �. I , I'll I I I 11 , . , - , 1, I_,
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The inlet pipe elevation shall be no less than 2" nor more than 3" granular send per 310 CMR 15.,?55 (3), (4), (5). 1 w(thstanding H-10 loading unless they, are under or ,-Tdtbin 10 ft I - I I � I I " I -1 I I I . I k:�, I ' ' 11 11- � : ��Z� I I 11, "�
I a n d (6). 1 1 1 1 1 1 -- 30.62' , i � I I I � I I I .I 4 . � I - -, � . ,� . - 11 ''I , � � ,� z '11 : I - � ,, �. 'I" I
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I li I I I I � I I I ''I I I I 1, . I I I "'' � :_ �,, 1-1 ��, ��'
above the invert elevation of the outlet pipe. of drives or parking H-20 loading shall be used -under or M* * I I ; I . I , I 11 . I . - __ ''4 I I . � .1', "I I_- � 11 � : . ", I '� I
I � . I I I I i I - ' ' I I . I . ., �, - ,,, "I � ''I I ,� I - I I 1.� ` , - i 1�
I I I � I I - I I e ., ,� I I .1 11 I
10 ft of dr I I I I , � � ,� I I I _ � , I
I I � . I I I I 11 - 11, I . 11 �� '� , I _�,",:.�, I 1,
led level and true to grade on a level, I e u�als may be � I - . 1 I - �� I I �.
Septic tank shall be instal ives or parking unless noted Plastic I 11 I I � 11 :1 . - I I , " - '' , 1
. I I I q I I I I � I I I - - � ,�� 11 ,� I I , �,�, I -, 11.I I 11
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i � ,� I I
Istable , base that has been mechanicall used in lieu of 11 precast 'units. � ' I I - I I I � I I I . - I � I . 1:1 - I I � I . I I 1. I., � 11 �,�� ' ' I,�� '"' , �,-, I I";"�: I",
I I I '' � :,:�
-
y compacted and on which � . ! - .1 I I I � . � I I I �111 I I I �, I � I � ", "" 11 11 - I I�, �� :,�,,�, �
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11 I � I I I . I I I , �� : : � � , � � I 1, : '' I I�, � I _1 , ' 'I ':
� 4. The excavatWIcont.ractor ,sball :ve-rif7 the lo6a tion of all site , I I � I . j I � � , 1, , - I I � �
been placed to ensure stability and I I e I I . 1 1 . � I I 11 I 'll I- _1 �� -:, , ,. , ''. I �',.I ,I � 11 I., ,%
I I � � I I I I I � 11 I - 11 I 1. I I � 1 � ,�,:, . I - __ - -1 I' ll, ' '
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I I � I - - �,: - �� �, - � I , � , , ,.�
I I utilities prior to any excavation,- and shall be responsible for I I � I .1 I � I 1 1 I : ,,� ,
to pre ven t se t t1ing, . � I . i I 11 I I I I � 1. I I 1� I I . ' 'I . . I I . � , " 111 I � : � ,, 11 � '11� I � 1, I ,, ,,,,"
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I all matters relating to electric easements. I i I I I � � I I I � � � 11 . " �, ,
Septic , tank shall have a minimum cover of 9"'. 1 1 1 1 1 ; I I � I 11� 1. I . I I �, - ,� I 1, I � 11. 1� I - , ��,�""�, �,,'�,_��
.
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I I I I I I I I I I I - I 1� ,� � '' I
I I I I � . .11 I . i I ,� � _1 �, i, , I "�'11,, I I
I Three 20" manholes Tdth readily removable impermeable covers I � I 1 5. Sewer pipes shall be 4"' Schedule� 40 PVC laid at, 0.02 slope. I I I 1, I ,� I I �, , , �t'' ��� I
I . I . I I � I . I I � I - .1 :�-, I 'll'', . I I �J , ", ,_ , 1� � -11 I 11111 .� 1 :,, I ,_:", 11 I� .
I I M. , I I , I I � I I I � I I I I I . , _ 1. , - ", , ,
� �
of durable material shall be proTdded idth access ports 1 6 Any masonry units used to ,bring covers, to ,grade shall be I I I I I � I I I I 1, . 1 I I I 11 ," 1 1, I, ','' ' I", ""��_�, -I .1 411 _� _�,_,��, �:,,,� �
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I 11 I , I I I - I I � I � � I I I �,�_ r I �, I I I " ' 1 �:,�
I . . mortared in place. . I I I I I I , ,- 0 1 11 I I I - � � � .1.)I I � I I ,�� I I f _:- , _, Ii �_ 11 � ,,,
. being placed at the center and over the inlet and outlet tees. ,� I � I I � � I F-4 I , � ",",
I I ELEV 30.49 1 1 1 � � I , , � , , r ' ':, 1 I . , 11 I I � _ �, " , . ,�
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Phe outlet tee shall be equipped rdth gas baffle. I . 1 7 Finish grade shall have a minimum slope of 0.02 ft per foot Datum. G VD-- I I �'11 I I I - _ I I ,,": , �, ,��' ' � , ,�- " :�,'�,, � ,,,
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I I I Existing Dwelling, . 8. Pump and fill existing cesspools w(tb clean coarse sand � I I � I I I � 1. I- I ,� , I I . 11:�_ ,,, � I I ''I" '' �� : I �': ; 11 , �� I � "', '�
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I I . I I � I � I I I I I 11 I I . I � I . 11 , �I 11- I I I , I , I"'', �_, I
� � 31.4' 1 1 31.3, , I � 11 I I I I I I I � I � I I I � I 11, I I I I I I 1: 11 � I - I 11 I ''I " I 11 I' � , I I _ -, :�
I I I I I I I 11 Denotes ��ot Elev I I I I I 1. - I I I I I .1111 �, " 11 � 1: , , ,' 1, I ,� - - � � � I � I I -
I + �_ I I I . 11 I I I 1. I 11 _ - �,
I I I . I I I I 1 % -" I 11, ,� 1, I 111. �1, 1 , . -
I 1+ . I "-.** I , I I I I I I 1� I 1 :�z � :�': - ��_ �:,C71 11 � I :_ ,�; ,i I � �� . , , ,, � ". I''�i�
. ,� I I I � I� I L , - � . �_ , ,�
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I I I I I I I I I - I I I I , - " . I � 111 . � I I _, ,�� - � I 1�
I I . � � � . ,.""10,.",",',�", . I I I . I : � I - . I .1 � _I 11 - I I I, . I' ll I _1 "'��' 1,� 1:' ' � 1 �13
1 1 1 1 131.7 1 ,� � I I I � I I I 1. 1, I I 11 . � ,� 11 1� 11 ,�, I'll I 1, e�,� I .�, � I I � I .2 1 11 _e_, 11�1� I
I � � I � � - I I I �� - � �I.,11 I � I , I �', ' 'I' ll
I � I � I I I . . I + - � .1 I . I I I � � I I I I . I I I I i � 11 11 � I . I-, �� I I 1 I I I I
I I I 1 4 I . " I I - I 1 30.72' 1 1 1 . I I . . I I ,� �,i :1. � i_ I I
I I I . I . . .1 . � I—
I I I I I � I : , I I I I : I I 1 � I - : , I , � , ,
I . - � 11 11 I I �'. I � I . I I .., I I � � I I I I I - , , ''
PRECAST REINFORCED CONCRETE DISTRIEUTION BOX ' ' ' � I I I I I . .1 I I'll, � I I I I I : I 1 . � 1,
� I I I � I I I I I I 11 I � 11 I I 11 I I 11 I I I I I : I 1�, �11 11
I I I � I � - 1, 1, 1 . � � I I
I I I I I I I I " I .11 I
Install, on a level base I I � . 5' Die. ' D-ee I I I I I . i I I � I I I 1, I � I I I � I .I I 11� I- �,I I I I ..11�I-1� I I 11
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I I I � � 1 1 1 1 1 1 � d, �
. Minimum Ti-all thickness = ,e' i lz�_ I I , , �
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Afinimum inside dimension =- 12" . - I I � 176.33 ��� I ....� 1. I � . 111 . I I I I I � I 11. 11 I i �
3a 9' 1 I I � I I I I , I I . , 11 I I
11. _ . I I . . I I � I I I I I .. 1, " I 11 '' I , I 11 I
Outlet inverts shall be equal to each other and at 2" minimum + � S881,34'41"r - - -- ____ ..........� 1-1. I� _`� ,- -, I . � � I I I I . I - I I I - � 11 - " I 1, I'll 'I', �11
I —_ __ __ - � - . / I I I I I '' I � I 1 11 I I I I I 1, I � � - . I I 11 � � , ,
I I � t / I . I I I 11 I I I I I � I � . �I � I I � ,� 1 � 1 I,.,, I � 11
�
I 11 . I I I I � I I - � I I I I I 1, - I .1, I , -1 � I " ,
I , 32.0, 1 —0 k Oj X.9 , 1 1 1 1. � I I I I I 11 I � I I - , � I I . , 1,
below inlet invert. I % - , . I � I 1 $� . 1 I I I . I I . � . �, I I � I I I "I I 11 �111 - . I _ � -, ,,, � �,`, , , , ,,,, �
I I I � . I . 11 I I I , � I I I I � I �, 1, � 11 - , .1 I � I .
The distribution lines from the distribution box shall all have I Raze Existing ,-"*elzing *, , I + ,-Wp'� . / , 11 (ZI 11 I I I I � I I .1 11 ,� I ' I', I 1, I I I , -, ,�11 'o I
I I I I I + I � , %,,-_ I . I ''I I I I I 11 . "I I I- � - " I . I - e � i I � I I � _ _, , '' -
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' � . 1 $-_ .31.5' ."� � I 1� I 11. I I 1 , ,� ,� I �, I I " � I I , I I � - I � :� ,�o., " I I_�, 1� I I
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- I I 11 11 ., 1� , , , , �, I ' ll ,,:,, -� I . I , , " _�
equal inverts as ,determined by f1coding the distribution; I.Z� , I I I I � :, -, ,
Q11 + I I I ., � I I I ting, C I esspool I I I -k I , . I ,. � I I I I ,. I I � 1 . 1� _ 11 , I � '�'' �",:�, �. ,, , �, I - I��,, I "', �,,14,_:��.�
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11*11*1111-�............�.......... : , ,,"J."",*.......�..��...-..,......,.,.,"..,,..,....:...,.....:...-.-.,�..�.�......-..."...-::..:..,�.�..:...�"...�.-.....,.,.. I I ' 'I - . 11 I I I I � . I � �_
I I I I I I , , I...
I r .."......1 ,""', .......�......__..''.., " *11111111- I.......-....�.........,............__....... . Pavement I I I I 11 J.. , - � I 'L ')AD I I . I , �� . -
I �.....__.......:"�*.""�""."::.,.",."".*�,�........ _...... _.1....,...I ....I.,* TP 2 LOCUS,AM T - ,,f 'PARKER RL
32.0, , - . — , ___.1-11.——7_1_' __.11__r�. - I I ,j I
. 1.1--l'....1.1...I.,....I--..... - , �..... ....I.I.......'... I IM Fdge of ,, � I I
the height of the distribution line invert after all lines have I I I 11:.%1.,.":.%11.*.%W:.1.1.1..-1...�%�,.....,....�'.."�",.*.,..-,-.-"��.-.., _1.1.�....._:.:-:,:,--�..........................., -...... ....- Z4# I I I I T Ss. -j85,
.. . ., .
" I I JJOT 84 + .,..1....,.,...1.% ."..,-.,:.....-::�l:.,�l.*.'�1.1.1.*.,�.I.................��...'p'.......*,,.,;.,.",.,.,.,.",.,�,.,.,;�*.'�*.,.,.,.,:.",.,.,:.",.*.*.*.'�"*"*..... ............... = I I I I ............... . I I . 1 11� 11 -11 ,� �", I �i I I " ", I �� 11 "I �. - ''I' ', � :' '?,� ,�
'
I 1 . � ' ' I . � `
LOCU
S 'j
I been sealed in ce. . I I . [�11'1.11%1. I 0__1 I �. -_ - � '16 1 : ��� 1. 1 2 1 � I I � . 1 I 1 11 S & * LA_ I I ''�',
I I ....I - ..1 I I .83 I � I .:",, � ��_,,,�
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, ,
ple I I I � - - - -____ - - 10 , . I I I - - - I � " I I I I I . I - , 11 :Ar ,.t FZOOb ,H ' � -',-' '�- "�,���-",�,I -�I ��: ,,�
- .1....I - I -.................1....... I I I � . I - I I -1 ,11 AZAIW I ZOXE, � - I I
--- ...I— 1 53 ."".............:. ...........I... I I ; � '� I I - 1� I I I ' � � I � . I
Invert adjustments shall be made by filling TWtb durable and - - ___ , ': I � 1� .I - I .,., ...*.*.,.,.,."",�I.I.I.I.I.I.I. I I I I I ' 'I .1 � . ,, � I �1_ 11 �11 I � � �,:,:,; "��
I I... I I I I I _..........�............. I . I � 1, . 11 , 1 :� I ,i � , 1, . �
:1:.1.11111 M : I � I �, 1 � . . � `�, "
...:11.1 I I I I I 0 %.1,1.1..*-------V.,.*.7. 11 . I I I - ,�, I , ,, I � 1�,,
1 8, 019 _-Y-sq. ft. I I I .. I ill. - I I . . 3 ..... I I I . ASSESSOAS HAP,116 LO'T ,64 , � , ,� '. � � - - �, "
nondeformable material permanently fastened to the line or I � � I �1 I , , I I I I I I - I I I . . " ,��,, � , I -,,, -:, ,� , ,�
1.1.111.1.1.* I � I - I - I � I I � I � 11 " .1 ,1 ".- � I � �o � .� ,,, 11 `
� . � I � 11 , I , I � ; ,:��' '
t;� I � I *�, � i . I � � � . ,� �� , �, ,
.%1.11%,11
- � � � I—— � I � I Iya - : -I � I ::::::�:::1 I I [�-...`-�..- 1 31.015' 1 1 , %,�,,
reconstructing the lines until all inverts are of equal elevation. 1�zl I I _,::.7 *_10 0 . � 11 I REFERENCE DEED.--1 864 1 I �, ,1�1�_:, .� ",i,
� , . *.,.*":: 11 I I 1 91202�:� , -,: -, 1 �1 I � , L,
. � I ,� � , , .� ��
I I [.1""I'"." I ri c- I I , , : ...,�...... I I 11 I I 11 . . I, I I I , ill, ''I �, �1, - I ,.,, ,�: I � 111. I", , �_�
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%1. I .... I I � 1 I I I � � � , I ." I , I . � 1_ . " �
I I I : ,31.51 , -11 I . 1 11 4 " �, '�� ,' �
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I
I 14 Proposed I I . I - `�. I", I I . . I .... I � � I I � I : " , , :�, 7,� , , �, I '' Ill �. , � ,,, - 1�1 , ' '
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