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FINISHED GARAGE FLOOR
103•0
FINISHED FIRST FLOOR
105.0
TOP OF FOUNDATION
104.0
FINISHED BASEMENT FLOOR
9&.5
INVERT AT FOUNDATION
101.2
INVERT INTO SEPTIC TANK
tDo. t6
INVERT OUT OF SEPTIC TANK
100•t'c
INVERT INTO D-BOX
100.5
INVERT OUT OF D-BOX
100.33
INVERT AT INLET OF F IEID
100.I2.
INVERT AT END OF FIELD
100•0
ELEVATION OF BOT. OF SYSTE
99.6
ELEVATION OF G.W.T.
T-he approval by this office
does not guarantee the
•'tfectiveness of anp
D tallatiou
Dartmouth Board of Heald
.m 1. The sanitary sewage disposal system shown hereon
shall be constructed in accordance with the
MIN. PROPOSED GRADE IOGb requirements of Title f He the state environmental
code and local Board of liealth regulations.
02•5 FINISH GRADE 10140 IS'' MiN, COVER MATERIAL � _ verification or modific tins t this ue ign
FINISHED GRADE • 4• �. �• �, a' Any v i a o s
o / - (s �� j0 0,S r>.,•, must be approved in writing by the engineer and
Ct1� �F9 y g� �r ° the Board of Health prior to implementation.
SEEN IpO.$ IQ0.33tf�f 7Fiw!" - _
•' 1" 1•' WASHED STONE 3 0
a• 25' $' /O'. �MIN. EL, �b0 O M - _ M J. Notify the local Board of Health when the system
CONCRETE, (0' _ I r.iauio LLVr.L - is ready for inspection, prior to backfilling.
Hfnt. T- • 4e END CAP, 12" �" a % 12" WASHED STONE �,". �4•
a EL, g9,5 ' n'". 4. If confirmation of construction is required by an
p, Id , OR PENT TEE s3O' �° ° engineer, notifythis office prior to backfill of
o IOi.2 • IODNt 0&0 \ ° rEe the system.
a . 8, 100•(0 4 PERFORATED PIPE �' (.�'� I' HANDIUP� � a '
B.o.• v 5. Contractor shall verify and check bench mark as
.. .... . , . 0.005 SLOPE MIN.
shown on this plan prior to construction of the
4" SCHEDULE 40 PVC SOLID 5r MIN• TO WATER TABLE EL, 94.19 MAX. G.W.T. / proposed system.
PIPE -OR APPROVED EQUAL = =
8 �6• '' ° 6. Soil logs indicate soil condition, percolation
10' rate, and water table elevation found at the time
T ® / \�� A and location of actual testing and should be
Board of $ealth �IlSpeCtlOti LEACHING FIELD SECTION verified at the time of construction.
•SYSTEM PROFILE �,e .aired when Excavated blevatl0n$ Mn$t, not be - - _ 7. The septic tank shall be a 1000 gallon Linhares
ALL FOUNDATION ET.EV.A'TIONS - �:,L� Chanted without B4A'.T' NOT To SCALE PRECAST '� 0 0 0 GALLON SEPTIC TANK
,ZI;J VERIFIED NOT TO SCALE � Precast, Rotondo, le equivalent unless otherwise
MUST BE TAKE of HEALTH Approval specified. The inlet and. outlet pipes are to be
A MASS, 'KL. -vGI�1VE11R 1J1 NOT TO SCALE fitted with tees of proper length. Concrete
BY strength is to be 4000 psi, 28 days, and
AND COPY SF_NT TO reinforced with 6 x 6 - x 1wire mesh and
BOARD OF HEAL conform to all ASSHTO 11-10 loading requirements
unless otherwise specified.
LOT [a ON A SVSDIV5IQPJ
BiACIS O °' SA IT � ®ESIGI
8.
If any components of the proposed system are
specified as heavy duty, those compor�ents shall
ViM-TMO 'SLADES FARM IL rr
conform to all State and Local requirements for
ASSHTO H-20 loading.
VA -MD'- A U GrUS'T 8, 19 8
AP-r--A 41,505 S,F
NUMBER OF BEDROOMS 3
9•
Septic tank, distribution box, and leaching pit
OWN�.R= PAVL_ UETOVRNEAU
GARBAGE GRINDER 1`IC"`IE'
ESTIMATED SEWAGE FLOW 330 GALIDAY
A 3L
(if any) access manhole covers are to be built up
to within 12" of finished grade unless otherwise
IF THE FUTURE RESERVE AREA IS
IMPERVIOUS CavER: S,o ±
•
SIZE SEPTIC TANK loco
specified'
TO BE UTILIZED A PUMP UNIT
-PERCOLATION RATE (HInI/NCf{
10.
The distribution box and septic tank shall be
CONFORMING TO APPLICABLE STATE
//12
DESIGN RATE 12 MIN/INcµ
placed on a minimum 6" compacted gravel base to
S WILL
AND LOCAL REGULATION BE
prevent heaving or settling.
REQUIRED. BOTTOM OF RESERVE
. LEACHING AREA PROVIDED 30'•WIM X 24' LENG'T}•t 720,04 s.r
11.
The pipo between the house and the septic tank
LEACHING FACILITY WILL BE AT
-
shall be 4" extra heavy cast iron, Schedule 40
ELEVATION 100,2 MIN.
TOTAL SYSTEM CAPACITY 77-0.00 S.F. x 0.49 GAL S.FI%AY : 362.80
PVC, asbestos cement or other material acceptable
to the approving authority. The slope of this
.
pipe must be a minimum of 0.01 (0.12 i,rches per
T0�4L = 352.SO GdL/DA`(
foot).
-rV = 6,S4.O S.F.x 0.'�9 CAL-k F.JDAY, 33T IL
12.
The distribution pipe shall have a slope of 0.005
(6" per 100 ft. length).
X 36' LEN&-VA
DEEPTEST HOLE INFORMATION
13.
All joints must be watertight, sealed with asphalt
,,,i
cement or equivalent.
• PERFORMED BY : M ICHAEL ZIOBRI7
14,
If leaching facility and septic tank are located
t 1 ast 25' 'from the house foundation, a
THIS SYSTEM iS
NOT DESIGN�
TO ACCOMMODATE �j C � .
LIHI ER
DARTMQUTH BOARD
OF HE,gIFTW
SEE Nals!s IS 1 1(
F i LL -its E)CTEN D
r->OW N 46" gEJ-O'A
F.,CISTIAIG GRAM_
E,
WITNESSED BY : AN -TONE 13ARt OZA foundation drain may be installed at the owner's
. DATE : JANVARY 301 198& discretion.
-TEST SIT 0 I99 TEST 'FIT # 196 15. Excavate all unsuitable soil in the area of the
D'=a" IC11Aus O'-9" HUIKUS leaching system to the limits specified in Reg.
I-
2.17 of Title V and replace with clean, coarse
9' - 24" SU13 SOIL sand and gravel.
Ed%47 FINE CLAYEY SAND 2_4`-42`FINEr CI-A`fT-Y SAND, 16. Any fill material required around the system,
L
AND GRAVEW� SICT WELL C4ZAl>ED SAND beyond the washed stone, shall be clean coarse
,42"_ IoBb yq�p �,2gvEt� 5 rartES tzc�ck, ADD C.i?AYEL W/ Sll-1' washed sand, with a perc rate of less than 2
�S minutes, free from fines, clay, organics, stumps
'7 TESC
,- -TAKN QT �a° and stones.
% GRoU��wAtLfz FovNt) AT 7?-" GRQvNDWRTEiZ FOUND AT' 72"
17. Grade of the first floor of the house is
a ;r
_ approximate; ._ ,., br raised hur nor_ lowc.ed
S 18. Unless specified in the design analysis, this
system is not designed for use of a garbage
grinder.
19. If any leaching area concrete retaining walls
are shown on this plan, they shall be
oNew�e ford constructed watertight, without weepholes or
n cQ p +``,�w�\ \\ •\�/ /� J'�o° �ityR-irle it" other pervious construction, in accordance with
' '1 1 n all local building department regulations.
c90 ; `4�b r `' °` __yl SVt��t` Future system enlargement may require the
extension of these retaining walls.
o o �° 20, Top 8" of fill to be topsoil.
,Gdleys orner_ _ �� oe�c6c 70 21. No heavy equipment shall be run over the disposal
b o O° o system.
0 o LLo - i g o 06, bo bl 22. For proper performance, septic tank should be
r e _ ° .. inspected annually and when the total depth of
o:_j�• `� scum and solids exceeds 1/3, the liquid depth of
" l
� �� the tank should be pumped.
�(o ° m¢ o 23. Plumbing in the basement shall be limited Go a
5 - machine if the invert of the out oing pipe
sa 1 0 washing machi B
e - u °gip 1 •11� is higher than the finished basement floor, unless
l e� • ^ o° ,• �'1\�C r� •' + otherwise indicated.
o `� p �•Rc 24. If any haybale checkdams or silt fences are shown
on plan, they are to be staked in place prior to
se Mills
• �-o o• - G�I(IS ,1 duth 0.any construction or excavation and shall remain in
_
o In o place until all construction, regrading,
O es 0 n r ° ° - _� , �' replanting, and inspections are completed.
0 a8 o W
. z o 25. The excavator shall notify the local Board of
is - Health if groundwater or perched water is
z ® oo encountered at a higher elevation than
_Q O
indicated on plan.
�t
} �--- Pit LEGEND
_ o or r� EXISTING PROPOSED
too---- CONTOURS 100
C i SPOT ELEVATIONS
n n T.9U T Bc 14�P1 0
€�.I IG PROPERTY LINE
v0U2 p�� - o , --- ----- T
pT THE BUILDING DIIPtI��G THE: _ -
E.P. EDGE OF PAVEMENT
PROGRESS OF T"IS WO�tiC. -8 I `� '.� `;, %� STONE WALL
WELL 0
BUILDING DEPAjtTMEi3T MAP-
DEEP TEST HOLE
- Town of Dartmouth LOCATION 11��lA LEACHING TRENCH
SOLID PIPE
NOT TO SCALE
tTr d=i VISE 1/D-ZZ-87
o f A R r 1 `` '*W� J'SEJ'o 1 �.� �a SUBSURFACE SEWAGE DIS�SAL
,Y ,� 1! V,
Pp f An As Built Survey must he F'� / joo r s�� X
PAUL LETOURfVEAU
aifding C .missianer submitted to the Building �
a`'' '" LOT 16 SLADES FARM ROAD
Fl
Dept . prior to calling forIra
\ ;
a foundation inspection or DARTMOUTH MA.
��` r�
41 /°9 & PIaito `' L t`
P 9s s A C N u 5 '' any further COIIStYilCriorl
_ �.G�E �1?S�17rt �Yt�tYiPEXiXi� �IQ_�
ZnP OF
172 00am 9L iefu 29tbr ra, 2FA 172740
CoNCR E5ovN0.
SLADES FARM ROAI) EI_- 1oa.00 ASsvlvtED
Pt� of Al
� rye JOB NUMBER :O.S.E#SS- DRAWN BY:
- R. ` SCALE: /"=30' DESIGNED BY: K F f
y-Z/-87
pE�R;-IAA DATE: CHECKED BY.
CONTACT PERSON: WILLIAM F. SMITH DRAWING NO.
i t'rADDRESS: 172 WILLIAM STREET
TELEPHONE NUMBER: 997-6410 555
*Based on the B.O.C.A. and C.A.B.O. Building Codes for one
and two-family dwellings — LOCAL CODES MAY VARY.
j
pp� A. WINDO AND DOORS
_ Y
1. An egress window is required for each bedroom and is
i to have:
a. Sill not more than 44" above finish floor.
b. A minimum net clear opening of 5.7 square feet.
c. A minimum net clear opening height of 24 ".
d. A minimum net clear opening width of 20
2. Tempered glass is 'necessary in windows 18" or less
above finish floor, stair r
I
t eads or landings.
4� 3. Door between house and attached garage must meet
applicable codes for fire protection.
B. MASONRY
1. All timbers, including carrying, summer, and ridge
beam, are not to be cut into or otherwise compromised
to accommodate masonry. Timbers should never be
contained within masonry.
2. Masonry shall not be supported by any wood framing
unless specifically designed to do so.
3. Chimney rough openings in decks and roof shall allow
for 2 " air space around masonry.
4. Wood stove must be 3'0" minimum from any combust-
ible materials unless shielded to code.
5. All chimneys shall extend at least three (3) feet above
the highest point where they pass through the roof of a
building and at least two (2) feet higher than any por,
tion of a building within ten (10) feet.
C. STAIRS
1. All stairs to have a minimum tread of 9" and a
•' , ma's' - '_ °"`*+�,
x
•
•
maximum riser of 81/4 ".
i
2. All stairs to have a minimum headroom of 6'8" as
YOUR DRAWING MUST BE KEPT ? ;
.measured vertically from a plane across the tread .�.1
AT THE BUILDING DURING THE
nosings or from a landing or platform. _ � �_--_._ _
PROGRESS OF THIS WORK.
- As 1311&tStyr 9' Imo"
3. All stairs to be minimum 3'0" wide measured from in. �....�_
side of finish to inside of finish. (To allow for 3'0" BUILDING DEPfiRTr�iEIdT i 8UL i,tom to Y °
width on basement stairs along foundation walls; extra � Town of Dartmouth De ,
g F-. tar to k
width must be added to the rough opening to accom- �J;
finish s ftxrtt
the protrusion the cement wall and any NOTE TO THE LOCAL BUILDING INSPECTOR:
� finish material into the stairwell.)
D. BUILDING HEIGHT
1. Most City and Town ordinances restrict structures in Maine Post & Beam applies roofing paper as an underlayment to asphalt, fiberglass or cedar
residential areas to a maximum height of thirty-five feet roofing shingles, only on roofs with pitches Iess than 6 in 12. If this policy is in disagreemenr
above grade (with some exceptions for chimneys, with your local codes, please advise Maine Post & Beam when issuing Building Permit.
towers, etc.). This is usually measured from final grade
to the peak of the roof at any point around the
building. For designs having heights approaching this
limit, the building inspector should be contacted for
interpretation of local ordinance.
— _ — iT�idA
I
BUILDING
SIZE & TYPE
COMPONENT
560 It,
'Z+ )- �5 iVz r�AFF:
Z-4 rZ-4 6APE
1. CONSTRUCTION
METHOD
10 POST & BEAM, CONVENTIONAL,
OR COMBINATIO
F4�{
j.l�+
I
2. FIRST
DECK
E3 TIMBER OR CONVENTIONAL
G��-IV.i,.,f "•t
C.3� tvL.a (}L.i,/.� .
1
Et SUBFLOOR (5/8" CD:1, SHIPLAP ROUGH ORf��
SMOOTH DOWN, OR OTHER)
-10 JOIST SIZE
2,,c0. �..
e+
rJi&, ,
3. SECOND
DECK
V TIMBER OR CONVENTIONAL
�= T ''+
V SUBFLOOR (5/8 " CDX, SHIPLAP ROUGH OR
� I i��-A P - --S--e �'�`"Fd 1:) {i,
c:�60\ PL�fr
SMOOTH DOWN, OR OTHER)
)Cr.c
CJOIST SIZE
4. THIRD
V TIMBER OR CONVENTIONAL
l
DECK
III SUBFLOOR (518" CDX, SHIPLAP ROUGH OR
SMOOTH DOWN, OR OTHER
IM JOIST SIZE
5. WALLS
�E TIMBER OR CONVENTIONAL `
r STUD SIZE & SPACING
Z 2 • Q •
r
a r+.' i G✓
Y �i' /Z,
0 SHEATHING ('h" CDX OR OTHER)
yZ GC�k I.
�L"�Dh ,�i'`� :1i'
,l' �' LDx
6. TRIM
V TYPE & GRADE (NO. 2 KD PINE/OTHER)
G KC> F>I LZ
Z K-1
E! SPECIAL TRIM APPLICATIONS
► 4 rA
7. SIDING
a" EXP. R. C. CLAPBOARDS (RGEi. OR SMOOTH
`1'1EXP ,c. G !-A{�vv� y
d} to Xp 1Z.Lr Gl��i%i' �71 ;'�.
/' k� ,c,
OUT), 5" EXP. W. CEDAR SHINGLES, OR OTHER
` m_D' ;' '�LI j
.�( � 1� (�U�
8. ROOF
FRAMING
®TIMBER OR CONVENTIONAL
iME`��R
GJl.
e PITCH
12-/IZ
1
V RAFTER SIZE & SPACING
0
SHEATHING (5/8"CDX OR OTHER)
�"
�/ G,p)
7 ,
�/ .[� �L k �'�
`�' �b`t �L�{
/ ILIN
9. ROOFING
MATERIAL
C VENT RIDGE (TYPE & COLOR)-
LoiM -V �
GPI -1 ,�, �
� ,, �
V ROOFING MATERIAL, (TYPE, GRADE & COLOR)
r, FELT PAPER UNDER ROOF (YES OR NO)
E7 SPECIAL ROOFING APPLICATIONS
�_1/�.
10. DORMERS
In SIZE & STYLE
P TIMBER OR CONVENTIONAL
"'�"I►�j
IR RAFTER SIZE & SPACING
2 ,, 12 _
r ROOF PITCH
11. SKYLIGHTS
r LOCATION & DIMENSION FROM SUBFLOOR TO
TOP OF ROUGH
Sty F_L_TNATC_) �
E _ C`V t\
OPENING
,
12. DECKS
P SIZF, &STYLE
/
�/�
� ��
V RAILING & STAIRS
�-I�%
�A � fi'��.r,r�. fi:�
�/�
13. PORCHES
V SIZE & STYLI;
rl TIMBER OR CONVENTIONAL
I! CEILING STYLE & MATERIAL
14. DAYLIGHT
BASEMENT
0 LENGTH & HEIGHT
/�,,
Vk_.,
TIMBER OR CONVENTIONAL:
_
,
15. STEEL or DOUG .
FIR BEAMS
n SIZE
P3 LOCATION
91 TYPE OF POST SUPPORT
3, �, },
U//.���
i
16. CHIMNEYS
G NUMBER & SIZES OF FLUES
(R.O.=CHIMNEY SIZE
+4" IN WIDTH & 4"
0 ROUGH OPENING Ca- 1ST FLOOR
J
IN LENGTH)
C ROUGH OPENING q 2ND FLOOR
10 ROUGH OPENING C 3RD FLOOR
10 ROUGH OPENING Cg ROOF
'd
17. CHIMNEY
fl SIZE
HEARTHS
V RAISED OR FLUSH
b
�
18. WINDOW
HEADER HEIGHT
, III STANDARD 61 V ABOVE SUBFLOOR
OR OTHER
IUDtti.r.�-. t'
I�
!
19. ROOF
OVERHANG
r SAVE (STANDARD 10" OR OTHER)
V GABLE (STANDARD 0" OR OTHER)
20, MISCELLANEOUS
OPTIONS
CLIENT BUILDING TYPE
APPROVALS REVISIONS DRAWN BY: OFFICE, NO.
�.._ �.-1► - - CLIENT coma. � �
-
c, IVL DATE: SHEET NO.
Rout P.O.^�
e IA, I .OBox 37, York Harbor, h41; 039t 1 • R0 i) 363.6060 =. ► �. � � ��./ ,
t
i —
i
`tp i 0
- -- -- -- ----
0
.. g
r• — 1, , i
INT s
� �
`
�_
-_ �T �` KEPI
YOUR DRAWING MU„
DURING THE
�n �, �
'� lll�t ►c3ili VCy 1"�ltl&t I3�
'Building
_�.
AT , T HE BUILDING
OF THIS WORK.
SL1�3in1tt8C1 t0 #�1�
)►
PROGRESS
e.,...,,�,,.....�....
I?Opt . prior to cal: _I,, for
. r
];UILDITSG DEPA>6ITt'1~:T
n foundation inpection or
Tqwn o� astmoutn
any farther construction.
L <.
,:
CLIENT
- ,.,
BUILDING TYPE
- - -,
----.—_
.a.,..=...os
APPROVALS
REVISIONS
�' �,•-,j_� �% j i ,i-�VV.. �,.,.'C..IJt�+`"t
DRAXVN BY:
��.... `,.'.-`-."
-1
•
OFFICE NO.
i Via_ M:,>.' _C{" 17
�,,�4... �.� ��.3in..� v � .�
T
'F".a
CLIENT
CONST..
h/ a `1
ji{
SHEET NO.
DATE:
_
AINE POS &
.,;
II
ry
Box 37,. Route 1A, York Harbor, ME 03911' • (207) 363.6060
F HARLAN F SPN_t.ER CO. INC.
CLIENT
F-S-
PUILDIING TYPE
/'A 1"
J C N! P A Y, I N
37, Route Yrk Hat!.,r, Jk ' f, sQ 1 1
APPROVALS
O)Nsl.
JWNLWM,1=i1vw'v
An As Built Su-,vcy must be
subrznitt3d to the Building
Dept- prior to calling for
a foundation inspection or
any further constructionil
DRAWN BY: OFFICE NO.
1/7
DATE: SHEET NO.
0
WJ
1Z5.7 �
-10 l i oc_.'
Z
� �
J
Z
. t
LLI
1
PROJECT No:
(DATE: .��,,� vj��
rlr- SCALE
DRAWN BY* tN
.CHECKED BY
L LE
DRAWING NUMBER
SHEET OF
I%- Li
Eu
1
l�Gi�s MAC
To 45-IAI-15
I NEIZEbY CERTIFY THAT TFAE S"EPTIC,
SYSTEM HAS &E-EN DUIL--• IN SUE5-
STAWTIAL COMPL-liMIG& -ro Tip
AFFV-O\/F-P PLAf4
SOUSA) ?P-.
0ev 11.5, 7
Q.6)
7
7
o
DRAWING NUMBER
SHEET OF
0
a
00
LO
N
M
N
V
U
a-
o
This plan, as proposed, has been revieved for zoning covpliant.e and found to
-�_ Tfl-__c '�LEt�Ca Z• indicate the intent for such compliance. The applicaat/omer must anhait a
ti /Z' Roq� certified 'as built' plan to determine compliance of the structure vith
k
zoning placement requirements prior to any foundation inspection or any
further construction
0 C T 2 0
QD f
?IT Dart®euth Buildin9 Department
c`E
S __._ `. / � t" ZONING DIST. • 5 1Q AQUIFER DIST. • /(�
CU.t.I_f2ox ,� Yi = Z- WA'5J4&V... _9ASTdt�t a
•
-- _- --- 20 05 0 VJA' �• t:.i t� /i \ '� �' F. 7. �. M. zoN� ter- \A
• • o o 6 X d 4 A b li
f ___ __ , a e n A A h a 6, c� A 1..
I 10
_ ° d G • !� � Panel #2500�1 00 0'�l0 Dated: ? -3-�5
E �j LO = Co"A C C3R
�_ . •2.� SLt` OTHER OVERLAY DISTRICT:
A COPY OF THIS PLAN MUST ACCOMPANY ANY w
_ W6-�V = -` N N REVISED PLAN SUBMITTED FOR ENDORSEMENT o z ,
e _LU
-. >
h - R a E� M
�n
L�IKA4C�
L LLJ
i tvsl� � : it CcuT '�►.~t :_ Yir /X(i!i7:�V W +�a
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�...��Tul--- t M_.. , - CEO 1.� -C �C.. ,
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TM OF DARUOUfB BUILDING DEPARTMENT
This plan, has been reviewed and accepted as a record copy of cork
proposed to be performed in compliance with 780 CH 5th Edition.
The owner, applicant/agent and/or architect/engineer is responsible
for insuring final compliance with the above -mentioned code
notwithstanding any errors or omissions in the record plan. Any
change in over, license contractor or engineer mast be reported to
this office immediately. Any change in plan must be submitted to
this office in a timely manner. Signatur . - date i
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