HomeMy WebLinkAboutApp# 5290ATYPICAL TRIM:
1 X 8 FACIA
1 X 8 RANCHER
W/CONT. VENT
(1 X 10 FRIEZE BD.
W/DENTIL MOULD.
ON FRONT ONLY)
1 1 /4 BED MOULD.
1 X 5 CORNER
BOARDS (11'P.)
1 X 6 RAKE5 W/ 1
X 2 MOULD. (TYP.
ASPHALT ROOF
4 X 4 P05T TO
BE WRAPPED
1 X 5 CORNER
BOARDS CT -YF.)
ASPHALT ROOF SHINGLES
RED CEDAR CLP5D5. P 5RICK $TEP /
4" TO THE WEATHER A5 PER 5PEC5.
BRICK CHIMNEY
1 X 6 RAKES W/ 1
X 2 MOULD. (T(P.)
Nil
W.C.5,
it,
WHITE CEDAR
SHINGLES
WOOD DECK
A5 PER 5PEC5. W.C.S.
WHITE CEDAR SHINGLES
@ 5" TO THE WEATHER
WOOD DECK
A5 PER 5PEC5.
RIGHT ELEVATION
kliviffilC.ROOM
12"
BRICK CHIMNEY
1 X4 TRIM ON
FRONT WINDOW5
1 X 5 CORNER
150ARD5 (TY?.)
1 X 5 CORNER
130P.RD5
BRICK 5TEP
A5 PER 5PEC5.
FRONT ELEVATION
1 X 6 RAKE W/ 1
X 2 MOULD. (TY?.)
Tu -
71°, it 13 U1 n,''fI
CD
FLAN 5/R # 1 B
MODIFIED
BRICK CHIMNEY
�I WHITE CT:DAK 1 X 5 CORNER
I SHINGLES BOARD5 (PrP.)
WHITE CEDAR 5HNGLE5
0 5" TO THE WEATHER
FM
Fm
RP -RAF RETAINING In W11,14
r ill
BO -r 11
r
BRICK STEP
A5 PER 5PEC5.
W.C.S.
LEFT ELEVATION
P,EVI5ED: 8/28/01
o
Lot 9 Old Hyando Road, Yarmouthport
51,al e: 1/4"= V-01, REEF REALTY LTD, Drawn by:
Date: 8/20/01 George Kuooa5
ELEVATION VIEWS Al OF 5
CHIMNEY
TYPICAL TRIM:
1 X 8 FACIA
1 X & PLANCHE .
W/CONT. VENT
1 X 8 FRIEZE BD. W/
1 1/4 BED MOULD.
1 X 5 CORNER
BOARDS (TYP.)
1 X 6 KAKE5 W11
X 2 MOULD. (T -YF.
W.C.S.
1 X 5 CORNER
BOARDS (TW-)
ROOF OVERVIEW
NOT TO SGALE
ASPH&T ROOF SHINGLES
W.C.S.
N
h
TO DE SWICHED
IN M. 6EDRM.
W.C.S.
WHITE CEDAR SHINGLES
0 5" TO THE WEATHER
IREl-\R ELEVATION
-
T
RIN5E SHOWER
A.�PHALT ROOF
F5-306
plow"A'll(IC
2 X 10 RAFTERS
0 16" O.C. (TTP.)
TYPAK _
HOU5EWRAP
R-13 INSUL
c'.)
1/2" CDX
PLYWD. (T)F-)
2X4X7'4"
WALL STUDS
0 16" O.C. (TYP.)
TYPAK
HOU5EWRAP
R-13 IN51-11-
.
(rn'.)
1/2" COX
PLYWD. (TYP.)
2X4X8'-0"
WALL STUDS
0 16" O.C. (T)P.)-
DAMPPROOF
BELOW GRADE
8" X 7'-10"
GONG. WALL
MF-)
1 X 5 CORNER
BOARDS (1 -YF.)
12"
7"
K-38 IN5UL IN
FLAT Cl -G. (TYP.)
M.BEDRM.
STAIRWELL
------------
2 X 10 J5T5. 2 X 10 J5T5. BEYOND
FOYER
K-19 INSUL
(TY'•)
B5M'T.
1 X 6 COLLAR
TIES 0 48" O.C.
ATTIC
87AM
STAIRWELL
----
2 X 10 JOT5. BEYOM
3 1/2" LALLY
COL (Tl'1'.)
30" X 30" X 10" COL /
FTGf. 01T'.) EXCEFT
FOR I BEAM 5UPPORT
2 X 10 Fl -R. JSTS.
(3) 2 X 12 0 16" O.C. 011'.) DAMPPROOF
GIRDER BELOW GRADE
B5M'T.
8" X 7'-10"
CONC. WALL
4" CONG. FLR. OVER
COMPACTED SOIL
16" X 9" GONG. FTGS.
W/KEYWAY (TYP.)
CI2055 5ECTION
a 417) /,� �
Ah9
15# PAPER
') 1/2" CDX
PLw D.
2 X 10 RAFTERS
C@ 16"
O.C. (T -(F.)
TYPAR
HOU5EWRAP
2 X 8 CLO. J5T5.
0 16" O.C. (ilP.)
K-131N5UL
(TYP.)
BATH
1/2" MX
PLYWD. (111'.)
3/4" T& O PLYWD.
2 X 4 X 74"
SHEATH. GLUED (TYP.)
-WALL STUDS
@ 16" O.C.
2 X 10 FLR. J5T5.
TYPAR
e 16" O.C. (T -YF.)
HOUSEWRAP
R-13 INSUL
DIN. AREA
1/2" COX
�PLYWD. (TYP.)
3/4" T& G PLYWD,
2 X 4 X 8'-0"
/SHEATH. GLUED (TYP.)
—WALL STUDS
U U uU
0 16" O.C. (TYP.)
2 X 10 Fl -R. JSTS.
(3) 2 X 12 0 16" O.C. 011'.) DAMPPROOF
GIRDER BELOW GRADE
B5M'T.
8" X 7'-10"
CONC. WALL
4" CONG. FLR. OVER
COMPACTED SOIL
16" X 9" GONG. FTGS.
W/KEYWAY (TYP.)
CI2055 5ECTION
a 417) /,� �
_ _ , - .
` __ _ ._ SOIL TEST
iST
`FOlNiE1A�OK 20 FT. MINIMUM FROM CELLAR 1 DATE ES SOIL BY
•.TOFor ,O FT. MwwuM to FT. MwwuY FROM stab OR cRAMa SPACE aF,w SAND LEGENQ: SOIL TEST DONE BY
, c". -. CONCRETE EXISTING SPOT ELE ----ATION OO.o wTNESSEp BY
Y - COVERS LOAM AND SEED Fl�NSP CONTOURSTING ELEYATiQN -�--- PERCOLATION ON RATEHOLE
t . 4• SCHEDULE 40 PVC PIPE FlNAL CONTOUR
MW. PITCH 1/8' PER FT. 2' LAYER Of -
1/8' TO t/Y UTILITY POLE TI -0- DEPTH HDRIZ TEXTURE
ELEV. _ ^ WASHED STONE TOWN WATER .W W
4' CAST IRON PIPE - 2% OTTREOUIRED `
CATCH BASIN (�J ,
GAS UNE
T (OR EGUAL� MINIMUM z 1 CU. FT. OF _ .
PITCH 1/4 PER FT. .rMAA- s CONCRETE CLEAN OUT � I
e Ta ANCiiDR CESSPOOL C P. Q
FLOW UNE
16' aeaa o a�aa
ELEY - —iwN. Y � j I - . . 0• • • 00a6aEalEJLaIc�IE:L7 . • .
aBaeaaaaeea 24 • _ p nn .0 `.YI
1., t - GAS EtEV 4.V. • • ELEY. 'IS L;,-
t `, eA DISTRIBUTION
j� # 1� DIV. - . / 500 GALLON DRY WELLS
•• I," .--,_: «, � - - BOX
sTa+E w A,+ \
51 �`• ,1: 14 (TO BE PLACED ON FIRM BASE}' TO BE WATER TESTED 2 /7� ` _.
a FE q'MCH 5 O GALLON IF MORE THAN ONE OUTLET TRENCl1 FORMAl1ON i wELL 0`'1 I
1 50 l- (To BE PLACED ON FIRM BASE) SOIL ASSORPTION ZONE ( _ OZI l S "Ib WATER ETfCOUNTERED AT . E1EY •�
nww+a� SEPTIC TANK s 4 To 1 1 2 - INDEX 3
,f , _ a z . s /' SYSTEM (SAS) .
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`.a. _ .,.
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PERCAt-A RATE ' � Mlt� GN A
I. .
WASHED
ONE
AD•iXST
1 PON
t ,:.:.::, . •_ ._ .' USGS PROBABLE WA T I pD
q�4 -1 /
_. _ -
I •:_. .. r< S STEM PROFILE OBSERVED YSATER TABU ( TSR / ) EL" - / / .
II p• SEWAGE DISPOSAL Y BOTMU of War ELEV. - Q I - / q :.,.
s} ' - NOT. ro SCALE `i� , �' / /' S ( / / � l a1.
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-4,_ _ . /1. DESIGN `C CALCULATIONS k, .. )e ..
A
♦c. - i
Tai,. - _ f ....
w_. ._ _
/ f NUMBER OF 4EGROdM3 :-
r . • •.. - , . , . , - . - _ - GARBAGE DISPOSAL. UNIT ._.I'�=r � � - �i
.,:-
= fi h✓ - ` v - . _ f TD((TILL OESTg1A/TFBRA�AY x BR) _,- IL - QAi /bAY ,
Y 1 / C�N1 • \ % qb . / . . . . - . / 1 / / RE4UIRSD SEPTIC TANK CAPACITY DAL1.
u - ` \ . / _ / . I ! N "SOK �M�SSLFICIATIO TANK Grll
lwl_� p
' ` / / �,q DESIGN PERCOLATION RATE 1Gft/ • m {
x °, . \ /, /. , 1 : / t EFFLUEN LOApyjG RAi� . -.- r. Gilt- AY/S -
i 11.
. .
. _ AREA ' T11. r`
tIt _
.% " .
-: r. ,
- ,tom 1 CAP R RA aM AY a _ ,.1 �_ ,. .1 ' ` D LEACHING/ ACITY (AREA TE} N _ _ \. -
M J !. tl F
! t \ 101, 0 \ RESERVE U ACHING CAPACITY GAL /DAY
F• I / / ,�
` 9 i
f NATES: .
CG \ D o
i( N '. cez b �� /
t P - �_ _ ff
C /
. -ol � {° ►a4F' % ! ' 1. ALL ylO MANSHIP kO MATERW? StjAU CONE TO D E P. Y -(
,:.
.r tea. '. .. - .: �-' � - .. _ Q' -
-,
�. /VIS
T. •F4 Vf .i('�.
f . ..: A .. \ - : _. ,♦� ( REOtX A110H! FOR 1HE AfE _ ,
r . _. .. .: - ... n-, . .:. . -a .. --�'�_ - .� ` .. `ice V - r-• ,
3 .. -. .. -1 . (/ ` R
It
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, . '• �: ► \ q% t * 1 _ \ ' , 'Mh@NCOr of MPONF f %sH D GRADE
r _ \ � I " ` . 1 � f ��' 5 y- N j t / / 3. ALL SANITARY SYSTEM SHALL BE CAPABLE 'OF
\ ( VATHSTANDMG H-10 LOADMG UNLESS THEY ARE' UNI" OR WATHY!
::: ` ; `, .. .- % \4 ` r 4�'e t / 'uSED LM�IDE Op MAORI19IPi,0 FL AR" AREA& " P` A
m.y I . �a \ ` � l / \ ` ( \ 1 \ \ !l • EYMORT�ARED IN UNITS PLA SED ro pR810 CDYELtS T4 CRAPE $, .
r w \ \ .' �,/� ��� QQ• j �. a3�' . \ ` 9 No DEIERItCIATION HAS BEEN 4E AS iO'COIIPIJAHCE Me RI ;- - { -'
_ \ - ,% \ t DEEDED oR ZONREG REQAATIONB otMNELt / APPIJCANT.IS TO
Y ti \ �\ /,/ Y, �' / � 1 \ \ L . _ � . 1 \ S j OBTAIN SUCH DEIERMBEATION FTEOY APP4PRlAYE �TY
lAJ
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'.r :' , ;-j.: \ \ 'f � % ✓ � � ` \ t) V. 1�0. i 4 - ` , 1, `\ ` \ I j I'� e' Is To CNi 'RK.'-sAEE''/rtM Tei -88s �23 AY 74 HOUR i
` 2Ll 'Q,� 12' 1 I PRIOR To COMMENattG MARK ON Sf1� ,
i L ` . . \�� ,�,I f t ` \ ♦ f T; . . , , \ l i / 7. CONTRACTOR is To VERIFY GREs AND MAMON5 As WE L AS .
�' .. ♦ I` / / ! -1 l / GA ook ` 1 \ I SITE CONDITIONS PRIOR To COMUEN4HG WOW ON SITE MIY YARIAjlQH
Y / ( IS TO BE BRROUGHT TO THE 'ATTENTION OF THE SG" EMQ_NEER .
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LOCRTION MAP 0 �1E1✓T OE `', -AZ
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20 FT. MINIMUM FROM CELLAR LEGEND:
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND EXISTING SPOT ELEVATION 00x0
CONCRETE
FINAL SPOT ELEVATION
LOAM AND SEED EXISTING CONTOUR ----00----
NNCC4' SCHEDULE 40 PVC PIPE 0
MIN. PITCH 1/8- PER FT. 24 LAYER OF FINAL CONTOUR
1/8' TO 1/2' SOIL TEST LOCATION
UTILITY POLE -Cr-
- WASHED STONE TOWN WATER—W--•--W
ELEV.
of 2%n' NOTTREQUIRED GAS CUNE SIN (®)
AUM Iz 1 CU. Fr. OF CLEAN OUT C�
FT. 3 MAX . 3 CONCRETE CESSPOOL C.P. O
u ANCHOR -
FLOW UNE
MIN. •• a0aEjcdfdleJt�ILuM.Luj • .,
V. LEVEL . ®®®®®®®®®®p'.24
BAFFLE ELEV6- SUMP ELEV. s H®®HUOU 0®® ELEV.
A _
. _ I g�
DISTRIBUTION ELEV. o / — 500 GALLON DRY WELLS ttt
ASE) BOX J STONE IN AN Z \
JVIL- 1LJ1
DATE OF SOIL TEST
SOIL TEST DONE BY
WITNESSED BY
OBSERVATION HOLE ELEV.-
PERCOLATION RATE MW./INCH AT WCHE
(TO BE PLACED ON FIRM B TO BE WATER TESTED TRENCH FORMATION 3
1500 GALLON IF MORE THAN ONE OUTLET WELL—
E I q ' q&
SEPTIC TANK (To BE PLACED ON FIRM BASE) / SOIL ABSORPTION ZONE Y Oz �b
3/4• To 1 1/2'SYSTEM (SAS) INDEX
WASHED STONE ADJUST / l q
USGS PROBABLE WATER TABLE ELEV. -
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEv- - � i I
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - Z ✓ �� ✓ ✓ + / Q`'
� I
�4b'
_ y ✓
.9b 95 / J j 1 N
Q
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R� / / \ � ��` _ _ • i �',� � � /• �1N� .111•? •
77
r \ J Flo
y ',jam j ffff
Ail
;Y
r
WATER ENCOUNTERED AT ELEV.
OBSERVATION HOLE ELEV.--
PERCOLATION RATE MIN./INCH AT INCHES
WATER ENCOUNTERED AT EEV-
DESIGN CALCULATIONS,,
NUMBER OF BEDROOMS Z
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED .FLOW
( 110 GAL/BR./DAY X 3 BR.) 330 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY/ TOO GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION -77
DESIGN PERCOLATION RATE � .
MiNN./IN•
EFFLUENT LOADING RATE /DAY/S.F.
LEACHING AREA SQ. FT.
LEACHING CAPACITY (AREA X RATE) GAL/DAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YhR '�ouTh RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6' OF FINISHED GRADE
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRAnE SHALL
BE MORTARED IN PLACE.
5. NO DEI'LAMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTIUTIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL. AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE C
9: LOT IS'SHOWN ON ASSESSORS 14AP AS PARCLL
la ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH
MATERIAL AS SPECIFIED IN 310 CMR 15.255;(3).
lee
APPROVED: BOARD OF HEALTH
DATE
AGENT
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Df s,i.a
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`_� � �ocD Hy+4 tir.viS RD
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PROPOSED SEPTIC DESIGN
FOR
- T� IV YA DA I c.,ivEAUl- 7-
;
PROJECT LOCATION
-- L O7 S OLD H %/-�1V All:s RZ)
CRAIG R SHORT
PROFESSIONAL ENGINEER
8 8- SOUTH' DENNIS MASS
398-8311 026601
DATE//Q/OQ
SCALE ��. = 2O� 1
JOB NO.
REVISED
SHEET / OF!
LOCATION MAP
REVISED
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