HomeMy WebLinkAboutBLD-17-004890y f-I%.r,L-ji
,.
ff .g hnlcaidesti nsim
�II II �I II �• .:.. �.. , . .. -� Email tec aging@9m
•:� • •, :. �. ail
...... coin
K JOIST 9
2- 2x10 P.T. DEC , : ., -. .� �\` � _ .. : � . �.....
i i� I Web Page http //draftmaster001,Wix coml tdi
I n n n n n n n n n n n n
11" STEPS — 2x10 P.T II II
DECK JOIST 2- 2x8 P.T. LEDGER......-.........-� -
ACCESS ' t� i 4'-0"
2- 2x10 P.T. 251M
15'-24„ HATCH 1- I -ii ` `CERTIFIED DRAFTSMAN
16" O.C. A-3
1 I @..,,�.•�� I n _ `�t. �:_ cn FRAMING !, O �, 6,_4„ O O AL� WORK GUARANTEED
�)
44"
5'-88„ 11"TREAD S-
L
(EQUAL)
15'-104" ,�
E
MAX. 15 -2"
--
4x4 POST
PROVIDEtie
----
3'-10 Yz" LONG
p5,-88"
x T-0" WIDE
WATER METER
c7
z�
(EQUAL)
ACCESS HATCH
(SEE SHEET A-3)
t 4x4 POST
+IL
n' i]"�'iT-CI-O'7TV.�'Q�iJ'+r
1z7
E,
4j'
z
4x4 P.T. RAILING POST,
I SiM
A_3
I
A-3
SEE SECTION (SHEET A-3)
�'cn
FOR MORE IN
O
O
CL
(TYPICAL)
x
X
7'-24„
2„
v
1
4z
(EQUAL)
(EQUAL)
34" REF.
14'-10"
NOTE:
THIS DECK WAS DESIGNED USING INFORMATION PROVIDE BY THE
TOWN OF YARMOUTH WEB SITE. TECHNICAL DESIGNS IMAGING
USED THE DESIGN FOR CODE ACCEPTANCE #6 MANUAL PROVIDE
BY THE TOWN BUILDING CODE WEB SITE, FEBRUARY 2017. FOR
ANY INFORMATION NOT MENTIONED ON THE DRAWING SEE THIS
MANUAL FOR GUIDANCE.
EXISTING HOUSE EXTERIOR FRONT WALL
I 4—�
Y
EXISTING HOUSE FLOOR SYSTEM -
3" �_ -- 3`-5z„ -- V - 5'-61. 21"
5' SPACING (TYPICAL)
\ --- — TOP OF 2x6 P.T. RAILING
CLEAR +' f + + 4x4 P.T. OUTSIDE RAILING POST
(TYPICAL)
4" STEP DOWN � � , � I j I13'-9"
i
♦ 1
s- - ♦ - i l I I' : 1 1 I l�, f �: I t [ 1 4- 1 1 , 1�
U
-- - — -- TOP OF 1x4 FUR DECKING
I
\� sa 1 1 a 2x8 P:T, DECK JOIST @"16" O.C.
2- 2xB P.T. BEAM -- j�Z'O LAG BOLTS (TYPICAL) (VARIES
6x6 P.T. DECK POST
.� — EXISTING GRADE
4'-7" LONG x 12" WIDE x6" DEEP �. 14"0 SONOTUBE
STAIR POST FOOTING (TYPICAL) : i 0
\ (TYPICAL) 1, _ 4 -
(: MINIMUM
PROPOSED DECK SECTION 1/A3
rj' ` -- 2`-a" x 2'-0" x12" DEEP
C ' r
SCALE 1/' 1 r -0n I a SQUARE FOOTING (TYPICAL)
5•_„ — a._� 2a" -- 4x4 P.T. OUTSIDE RAILING POST
-l_-� — 5" SPACING (TYPICAL) (TYPICAL)
,
- TOP OF 2x6 P.T. MLI
NG
\ ' _ T-2"
i CLEAR - • r i 1 1.1 i 1. 1 1 I . l i 1 f 1�., ,., - - -
j' 2x6 P.T. DECK RAILING W/ 2- 2x4 P.T.
SIDE RAILS (TOP &BOTTOM). 1Yz" wit
" , "
1
.. v �. 4 STEP DOWN � ' ' � � � � ' � . , AL SPINDLES 5 O.C.
, I , � ( � 1 11 VERTICAL �
31 "
\ I ! -0
EXISTING HOUSE EXTERIOR FRONT WALL — � \� l � � ;" SEE DESIGN ACCEPTANCE CODE
FOR SPECIFICATIONS (TYPICAL)
i,
\ \ \ \,� - _... - TOP OF 1x4 FUR DECKING
.�, i.i
EXISTING HOUSE FLOOR SYSTEM --- h=- �.�\ \ ` �� 12x8 P,T: DECK AST @ 16" O C.
\ ,
'' \ -- --- -------- -------------
2x
--__ ___--- a.�', �---- 2x12 STAIR STRINGERS (TYPICAL)
#-
2- 2x8 P.T. SEAM - .; '
2r-4„
_...._. .....-- (VARIES)
6x6 P.T. DECK POST S Y5 LAG BOLTS (TYPICAL)
\ le
\� a EXISTING GRADE
77
EXISTING HOUSE FOUNDATION WALL
;\ \, 1 4-7 LONG x 12 WIDE x6 DEEP I 1-.-- 14"0 SONOTUBE
STAIR POST FOOTING (TYPICAL) I a'G :. a , (TYPICAL)
\; 4'-a"
MINIMUM
G
PROPOSED DECK SECTION 21A3-� --`�
-'Z.._ _. - _ _,_. _ ♦ �. - 2'-a" x2' -0"x12" DEEP
0
ell
c
SCALE: Y° = 1'-0" 1 < .. "a '�I SQUARE FOOTING (TYPICAL)
" I " 6-64" - 1 3" 4x4 P.T. OUTSIDE RAILING POST
34 3 -5 �-_ I 2a
(TYPICAL)
-L�L�t TOP OF 2x6 P.T. RAILING
ri 1 i _ _ ,
•, ,•.-1 .-1r 1 ,,. :.4 � ii_
EXISTING MOUSE! CLEAR 1 I f 11 1 f f
z� 2x6 P.T. DECK RAILING W/ 2- 2x4 P.T.
EXTERIOR FRONT
# j ! ` 1 j j SIDE RAILS (TOP & BOTTOM). 1Y" xY2"
WALL :�.._�-L�—J I. 4" STEP DOWN { +: VERTICAL SPINDLES @ 5" O.C.
SEE DESIGN ACCEPTANCE CODE 3r`O"
GAP — f FOR SPECIFICATIONS (TYPICAL)
19 • i - 7.1 . 1 I 1 . 1 1 : �' 11 1 1 1 f
_
I _ 3 - - TOP OF 1x4 FUR DECKING
tir .., _ 2x6 HATCH
2x1 1$" O C
_
2Z STAIR STRINGERS (TYPICAL) BOTTOM RIHOUSE zEXISTING .
1
FLOOR \\,l\ °, a° . ..e ' 2-2x1 P.T. BEAM— - / (VARIES)
�- SYSTEM - ' a < ,
n
�` ♦ a a < . Yz"O LAG BOLTS (TYPICAL)
6x6 P."'. DECK POST
• 4 i EXISTINGGRADE
G
.- _ ..... .. :.. ,:....,- :.._.. _ ,. ..... _ _. _: ..�,,ati r. .,� •, :-: ...�;>t fir!^. �.. �w s
.— .._.�,,. ....,..,.., ..... ._,:. .s.>?. w..,s,,, ..,..:....�_� .�.,.-.. ._.:.�. ;`��_....�.-.. ��,.,....,. ,...�-. .... s •>a:,��ctcaraasr�''�s' ,.sY: '';x:.Fwri
uEXISTING HOUSE --- \\: ; ' t�1 :---_'_- -__- _-
3'-0"W x3' -a ' ( �a
Q FOUNDATION WALL �\X-
\ L
t JOIST HANGERS PER CODE-
HATCH I < • 1.., 14"0 SONOTUBE
(TYPICAL WERE NEEDED) OPENING
(TYPICAL) 4'-0"
\ WATER MAIN BELOW DECK INSIDE DECK FOOTPRINT. MINIMUM
ADD ACCESS HATCH IN ORDER TO ACCOMMODATE ANY ACCESS
1` �1
A
(' � 2'-0" x 2'-0" x12" DEEP
SQUARE FOOTING (TYPICAL)
PROPOSED DECK SECTION 3/A3 - _
SCALE: %" = 1'-0" _
_ . _ ISSUED C CONSTRUCTION
I
__ _ _ __ _ __ _ _
I � I
� . I
. �
I �
; � I .." I 11 ".
. . I
.. :
. -1 I : : :
• • •, ,�,.: , , �
. TECHNICAL DESIGNS ;IMAGING
I .11Computer Aided Desi1, Igns
ll
.
.
.., - ..,
• - , - _ _ , • _ _1. : Glenn A A. Mitc e
_ _
. ,
_ . # 28), SU
. _;_ • .
7
75 MAIN STREET (Route ITE A2
„_. A OU
L _ .Y Riv1 TN
o _... .: , WEST DENNI5, :MA.02670
. -.:
GENERAL.NCfTCS.: LOT i 7A ZONING'TAB SYSTEM
L DESIGN CALCULATIONS= =• M
1
. .
A Work: (508) 360 7506
SEWA D id ,
GC C51G FLOW, 70 28 .. _. .
t IC SYS . ... . . _ - - RT
A.) NCi1 HCR DR1vtm15 NOR PAP.KING AREAS ARE A_LOWED OVER SEPT TEM
.UNLF551-1-20 COMPONENTS ARE USED.
- . ! ... .. ZONEi (RE51DENTIAL) . P,-25 t'3 B DFpQM DWELLING. I I O GFD - 330 GPD _
. LEACHING.CAPACITY'REQUIRLD:
rdEO w_ - _ .. e5rgnslmagtng@gmati.com
`[�)'THE DESlGfJER WILL IIOI B!~ PJP01JSfBlC FOP, THE SYSTEM A5 DE51G u Email: : technicalcic5i6jn5ima6jincj@r,jmail.com
P, i AX.). ® 0 = 330 GPD REQUIRED .
ROveo IN WRITING : : ; ' . 1._:: P.EQIumfo . EX19TING rRo CD . REQ, 1 D1.1. hit draftma5ter00l .VUtx:COm/-tdI
LC99 GONSTtiUCTE1.
D A5 SrioWN. ANY CHANGES SHALL BE APP . .
. . _.
...
11
SEPTIC TANK CArACiTY REQIJiPEDs .
1.
. E RESPONSIBLE POP. VERJr YING'THE LOCATION OrAU: MiN. LOT SIZE 25.000 S.F. •8 676 : 7G
' ` Web Page p 11
_ C. COffTPACTORSHALL 0 ... .." "..... ......'.'_..
_ F AND OVV'11EAD UTIUTiE5 PRIORTO •COMMENCEMENT'OF WORE. r L GP = 66,0 GAL REQUIRED
UNDCRG ,QUND
. MIN. FPONTAGE _ _ - : ) 50.FCfU •1.88. 3' 1 SEP A6 r CA _
_.. - 9 93. TIC T 1. P.ACIIY.PP.OVIDED:. ... _ :.. I._ .. _. ..:; ' «
. N�JT� -
. . CERTIPIEDDRAFi5tv1AN 1978
CONSTRUCTION S. 5 NSLriC I, IJ. LLOWED) -
. SeTBACK - ao P�Er a, o.9't ,F 1,* -
_ 'LEACJ111'!G CAPACITY'IXISTlNGr - _ . ,� �
FP-0IJT YAJZ[)
IUCYRP,A.5ETJaAGr, i.5 FEET A ERIN @
. . . 5 _ . . . . . 10.9 t .. 3 . t . ..- 573 GPD>330 GPD REQUI"D - AL WORK GUARANTEE[) - 11,
LOCLJ�
.
71
1 1
J J ENTAL CODE - .. .
i .) ALL CONSTRUCTlOtt 5t1ALL CONFORfvi T4 TI IC STATE CF VIROI M REARYARD SCTBACt,S 20 FEET - P9:8'� 2 ' - - - OWI_R5 UJ �.�.
TITLE 5 AND THE PJEQUIREM114.5 OF TI lE L•OEAL.80AP.D OF HEALTH.'— .. 2 S .._.I
• •MAY. SHAPE FACTOR (LOT) 22 ' .I 6 t G IME; A GARBAGE D15ro5AL I5 NOT PEPmi O WI I t 1 E51GM. .: meg
. RAP DOSING Ct-IAM13ER 5 AND Dr5TR18UTFON . . . -. ITE ( TI I s D
2.) SEPTIC TANKO), GRPA9E T {5), O _- __
INSTAILs
_.
. _ .. ,
- • _ • DESIGN !DRAFTING EXPERIENCE:
BOX(r5) 5HAt1 BE SET ON A LEVEL 5TABLE BASE w111CH HAS BEE4J MCCtfANtCALLY BUILDING Ct?VEPAGC 2$96 9.5`h 1 7°0 - �- O r._._.._.._. . �._._._ _
UI I) 1500 nAt1.01! Se)'TIC 1NJK,
.:... _. . _. _... -..., . ONC (i -9 OUiIEr UfSTR16UT101d 130X H-21-3 at . I '!�
' COMPACTED. OR ON A 6 INCH CRUSHED STONE BASE_ ! � `� -
. t P, ec) %. - ARCHITECTIMAL " STPUCTLMAL CIVIL - MECHANICAL
. THREE (3) - RISERS AND CONCRF.TF V ' 7' .
• 8. SEPTIC TANr. SHALL MEET ASTM STANDARD Cl27-98 AND SHALL t1AV$ F ( O CPAGE: CO LP 7 WITI i G FIt 11SI 1 G,RA[ 1.
iJ) • . EVISTING BU LD NG C Y . . PROPOSED BUtIJ)1NG CO.V( PAGE.
He g _.
. AT LCASr (Hl'tee 2cf L3IAMETER MAUI IOLCS. TI1E MINIMUM DEPTH FROM T Of
. .:
.
11 :Tom of THE 5EP•TIC TAJJKTO THE rLOW UNC 5HALL BE -1 W. . . HOUSE AREA ` - iiOUSE AREA QNCLUDING ADDITION) . • NOT.TO SCALL
'X t G0 . 100 ,
. -.
. 4.) BGHEDUt-r: -0O PVC INLET 0.ND OUTLET YPES SMALL FX) END A -MINIMUM OF G. . LOT AP.EA LOT AREA �'
. -
... ,
"I I. ABOV I W LINE Or THE SEPTICTANK AND 5HALL BE )NSTALt1=_D ON THE sl}, CUAlI11Clt1�s
ETr[iFLp 295,r: _ __ L.C. J<11)# 167'. C
CeNTCP1INC OP THE TANK DIRECTLY UNDER Tt9E CLEANOUT MANHOLE. - 8 X i 00 Q $.5'6 F . 190 9.P,. X t O + Pt 70
1.11 Io .796 Exns6ig IOOU Gallon Septic Tank GEP,TIEICA7E#' x'/.7212
C 8,G76 S.P. 8.G76 5.F. . ... .... .......
.___ . � .
S.) RA15C 6bVER3 Or T11C SEPLiC TANK•AIJA DISTPJBUTlON. BOX WiTti ;PRE ,AST .- .
_ And D6.ax TO l E.P,I�MOYED I A ,
1-j IN. " i3 .
. .. A55I SS.f7t�5 .tytAP 5 P. , P,C1=L f I
CONCPETE WATEP. hGMT RIBGRS O GR iNLi<T AND Olf11ET TEES TO IMTH 6 F - -
_ .. a,:,.., , t3
. • FiN16tl GP.ADE. ORA , APFROVED BYTHE LOCAL BOARD or HF`.ALTIt AGENT. :.. ~
-- PROPOSED ADDITION Tar- EL- 9:1 ± ' : _ AS -BUILT Df MEN51ON5 TAKEN
6.) PIPttJG 5t1ALL COI••L515T Or 4 5CHEDVLC #O rVC OK fGUI:ALEIJT.. PIPE 5l )ALL
(^ NSERVA. lON NOTIrS: Tos 1-N Cp,AUVLSPACE EL 5.3 MINMuM
BC 1-D ON A MtN UM COt TIIIUC)(JS GRA E OF NOT LESS T11AN 195 .O .. + .:
>� ) + • , ., .p ..._. LEGEND.. BY T D.I.. USING TAPE MEASURE 1
7.) UI5TRJBUTION LINES FOR 501L AB50FrTlON SYSTEM (A5 RZOUIRED) 511ALL BE `. 11
1.) umrr Or woF,,K StiALL eE AS 5t t0)h?J: A SrAKED;.9'.ROUh1p 5TP,Aw WATTLE 91iALL . : � ,D --' DIGITAL' M EAU 5 RI N G HAND TOO L5 .
# DlAtvtETEP.5CF1EDl1LE i10 PVC LAID AT 0:005 FTlrT.:UIJC 5tL.tl BC CAPPED •--'-'� ' EXISTING CONTOUR
AT.END OP,.AS PFOTED•
.;' BE COIfSTRllCTt'D AlOtJG THC LIMIT OF WORK UNE PPJORTO E COMMENCEMENT OF • :: .. . . x 6.0 32 : PRl�PO5ED COt�iTOUP,
xia,en - II4G SPOT. GRADE
or¢AIJYwr3Rr. > 6., .: [j EXfST
1.
_ - ,
BUILDER TO`VEf�IFY •
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 88.89'
.,2'8Cr'ORI:PITCH(NG?050IL-RT;50RP11ON5Y5rEM. -,WATCRTE5T'DI5TP.IBUTI0N ' •. 6.6 x- .V - - -� .. • 24x3 PROPOSED 5POT GRADE EX15TING CONDITIONS
1.- .LOT 17A
BOX TO A55UP.E EVE, t DISTRIBUTION..1. _ /
M _ .._ w_. W.AilER, 5EKViCE .LINE
PLAN
- N Area=6,676 sF� PRIOR;TO CONSTRUCTION:
9.) DISTRIBUTION 60X SHALL r1AVE A.MINIMUM SUMr,or 6' MEASURED BELOW _ - 1-v IJ . - E UG ELECTRIC 1UTiLiTY SERVICE
THEOUTEETII{VERT. _ 1-v & x6:5• • x7z SCAIJ' i•"=20' --, T-- -
io 11- us • UG 7PLEPI IOtJE WTILI7Y SERVLET
- ��� g o
d•O.),BA3BAGGREGATE•PgR7Tie LEACHING FACILITY SHALL CON515T'OF SLA To _ '� 1-3 Edge of C 1-3---- GAS SEp,VICE LINT=
1- I /2" DOUBLE WA5HED STONE FREE Or wit, t, PINES AND DUST AMD SHALL BE - ' i 9 ae :
TEST HOLE /BORING LOCr1TlOh)
.
: 1145TALLED•BELOW THE CROWN OF THE Or5TR1BUTION UIJE TO -THE BOTTOM Or, THC V .7 BXA• Lill;) 0' LO EV (� (O N cJ
1 . I ERi: 'BASE AGGREGATE 511ALLbl! COVERED WITH A 2' . .. -.. , f . „�-,.,.. h.:'- . Q;9' 7 .. sT 5EPTIC TANK R
SD L AI35OP.PT ON 5Y5T r•.: 1l N
° f NC 7 ! AND DU 1-00 Butte h,•1-, -
LAYER OF 178 TO 112 DOUBLI: WAST ED STO FREE OF IP,01 , nI CS ST. _ � 7 * : _ -: _J5B D.15TRIBLfTiC. t30X
Zane: Dune 31 4, �` '
.. -� 6.e - P. . 7%`ay: • .... r7.':'„'•%r114•'/.:r::.il;�i.ir; -
1 I .) VV li sor) AasoPPi IOtJ SYSTEM W1ietJ t)i5TPJBUTIOiJ LIItPS,tBCEED.5t7 PEST; SAS SOIL AB50RPTiOr4 SYSTEM DATE DSN. 8
- _ _ iV ,,,/i,
i ITHE it .WHOLE ORiN PART UNOER'i?kiVEKAYS ''BARKING AP,EP,S, ,� j r` s' ' m f''
11 wl EN LOCATEDT R J i?pG)P05ED r 500 GALLOJJ SEPTlC TANK----._°: Bedroo ,; s.e R�Serva RES D POP. ELITUP,P N O.
5E , ; t :IL�3` 7 E:,shn9 3 .
. TURNING AMPS, ORonlep, wrerwIOUS MA'TPPJAL, OR WHEN FRE13SURE DOSED. .. _ �'
. .. , :... AND 1120 DISTRIBUTION BOX (D53) 25 I2.3 -1 :';j;. 9.l i�
. _ . 7X F, fry, DweVmg,T.O.P.•' K e,a.. UTILITY POLE
. 12.) SOIL A550Rrr1ON SYSTEM 51)ALL re COVERED WITH A MINIMUM OF 9 OF ! �y5
' `DESCRIPTION
%t;�ia 1.1- � .t ,• ,,, r r9 •
t JO CLtJD1MGTOP301 _ 66 7 p ,' Y ,k l.6 ' 1',R-9.9_ 7. U E3 CATGht BA51At
CIFAN MEDiU 5AJ (CSC L)
1 yr �t . \ b. MARCH. 4, 2017 G.A.M.
. fltka', _ F1P,E:MYDPANT _
1.3.) rINism GRADE 5HALL BCA ►,AAXfNTUM OF 3 G OVER THE TOP OF ALL SYSTEM .. :. _ co 7»< . N 17 r
iA _ 6� i eLUMr.... Ee /. . .WPLL . . -I I MCIP05ED DECK DRAWINGS
CoMPONci,&S. INCLUDING' THE 5Ef IC TANK, D15Tf0dBUTI6N 9OX, DOSING Cl MBt`N ;
,ter
AND 50IL ABSORPTION SYSTEM1.. SEPTIC TANKS "LL HAVE A ;MINIMUM COVER, i :1. I OO YEAR FLOOD .% 0 � i 2• �'/////1///s /% // �'iY
i
r : V 1-M. rCi
' � � � 7.E;!� ••� • ••DRAINAGE•MAN
I4.) PROM TME DATC OF IN5TALlAMOtI 01-PiL'SOIL ABSORPTION 5Y5TEM UNTIL, . =- -�-; _ •` ., VA ,1 d 1 11 -. _, ,-- , ,
RECEIPT E TIPICATE OP CO+APUANCC THC PEPJMETER Of TI're SOIL ABSOPF i�AP ( j )tT�'jggJ -- - et6u ,,, � I
_ e; T . _- .TOP OF B'AfJt4
:•::
1'dD
Or AC R 'EFFECTIVE .JULY �'�? .:•; :::.; ::Y' =:T• , ;: x as -_-_ LIN OF WORT
41 ,� r u
1 !6, 20111- Ro �' \ '� �. ._.. _ iT , .
TION SYSTEM 5HALL BC STAr,ED AND FLAGGED TO PPEVEtJT TILE USC OF: SUG i �'
,..
.......
T .;
, •,,! : ::: T.a
APER FORAl1 ACTiVrrIE5•THAT MIGHT- DAMAGE THE SYSTEM- . . SEE NOTE I BI. , :',`•'•* ' ' •t J • x 7 1� •"-'-'-"-"" EENCL' -
I : .•:'
t TIiC AtPD OF HL.'ALTH 5HALL P•EOUiP,E iN5FCCTION OP •ALT: QOi; 5TR1)CTIQfJ' - : • :: ,'. ; .: �w' / GE OP CLEARING
-� : ;.
11
t" F LIE BOARD OP HEALTH (oRTHE DESIGNER IF TN1S SYSTEM F t<
l3 AN T y ;•'•,. ;:EJ .•J.' 7.7 lits:
L
(ler -C 3 .......... J ON
Yir11101 II cons-zr�.tttan .un1t
QUIRES A VAPJALJGE►'AMD MAY PCQLJ1Pe 5UC1-I PCR50IL TO CCF;TIhY IPJ WRITING1. �J '. . .
r_: one ,..., +s�i+"J'.;Crd�'( 7: :. r .. _ �,
THAT ALL WORK HA5 BEEN COhAPI ETED IN ACCORDANCE WITH THETERMS OPINE _1 11 i; , t"i _ ,
PEP.Is11T AND APPROVED PIAIlS. SIS t101JR5 ADVANCE NCJTICE IS PPQUt�7cD "''
- 6 '�a:. o x 7.0 CLI ENT:
:::-::.:
.
•:;.....;:. :•r•:.
:2 . .. 6 ;'
.y p _
.
Q. Di; J EX15 fiNiS 1 t1C)D GALLt3tJ DEPTICTANh ANO DI5TIBUTION BOX TO 1 e 1'UM ED � _,: ; ..
x.7.7" `'`•:.i , ,. _. _, a•
. . Ht ,t..I 11
o AMD-REMOVEDPRb,Avie,INCLUOINUANYCOMiAtJItFfATCD5011 t� it �, -6,i::.5 `r':e:,:i', ; );il�;� �" e��+SJ OCT 2QZOtS
•'Existing F)ow Di;fv5ors >,wrttlt 5l -one 1 �r .s a / A �77`tc�1.
17.).PLUMBINr• TO BE RAISED AND RELOCATED AS PER PLA14 VIM XND PROFILE. _ --fes : d g+ :'r'�`...; / )`1 i
GEG eELoavTOP . TD P,EMAIN :.'...•.. , :: : , .tom 1;EALTt'I DEPT,
�, . _ RELOCATE A.2 iEET LdORTN.OP t1OU8E CORNER IkA15G TO 8 f ... .. _. ,1 :. �, . _. .;til.n,tlutu: „_ f �� - 1 f�AN KLI N SI EN G
..}•...
I- OF FOUNDATION. ALL PLUMBING CHANGC5 TO BE COMPLETED PEP, MA STAT'e • - __ _ _ � =: k i' -� 3.93' _ _ - ,i --
c PLUMB146 CODE Al -10 COMPLETED 15YA MA BTAIt PLUMBER. IN5TAtifR TO VeRirr / ~�
PP.OPOSED ulv4i''OP wrr.): -! _- - era oT Pave,su n1- M aya p •� p t
G BPNG 4 ANGE OP, 5L"TTRJG SEPTIC TANK.. .... , . ... -__ _ .. (1A OF A4 . Q1 5 0 1 OWE 1\S LAN
,� SAS INVERTP)t10RTO PLUM H �_ �. --- �P� SSS YS11 1-)f I{l,(S
� .
M 18.) FLOOD PLAItl NOTE5: `, G' �„
.� �--� NE ` F a� �cP s`Pc'
�� WEST YARMOUTH I.
PLAN COMPLETED USING TttC 't 988 NAVO.DATUM AND TI1C CUP,RENT `LOOD MAPS ,� . Beach Access 5t:air •f Walkway - ",-, ,,,r ''�' >101IN .� e
C.Iw� to IfOHPI M.
EFFECTIVE JULY 16, 2014: pt1511MG DWEt1JMG COMSTRUCTCO F 947. PkAP05ED P `�,• .. t :Tri. _
(��( Q rn
3 p .., I : _.. ... - � Tf W O'RElL LY - O'REILL
C ADDITIOII VALE t3C t Jf55 THAN. 5036 OP Ti1G VALUE OF THE EXISTING STPJJCTU J=
30 ?R1VA - U Y
t: REFER TO OLD FLOOD. MAPS, SEE FEMA PANEL #2500.1 5-005OREVFSED JULY Z, 0 467. ray CIVIL
- y
C ISO 2. ZONE Al2, FLOOD ELEVATION I0.O..U5iNG 1.929 DATUM..MSTING .
.:. _ �^ - w
N t .0 FIN15ti FLOOREtr I E:O ANDAVERAGt' J'INISH.'GRADC.' r _
DWCLUNG TOP EI Q - :. p (q '�� ,�
N EL- 8:1. . . ... Coa5t.at Done BENCHMAPJGs• .. _ • hD SUtAVE'I- 91E •
C14- Top of Pr, Had bet p _ . ALS
..
. _• -- .
.... _._
" ,
•� '.. . ' •, _ 1 EI G.#t (dAVD 1968)1. II ` t _ Il.
FLO Y Y 1 !\O . •{-....i. , . FIF3PECTION NOTE: _1. _ _
z R R `. .
SCALE 114 ` i O
cL NOT TO• SCALE TH CE (3) COVE .S TOTAL IRIORTO FINAL R,SPECT)OtJ BYTiLE EWGINEER SYSTEM ' 4 i . ,
v 24'DIAMETER-CONCRETE
N ED O B COAD .
E 5 T E PLETE IN
_ GLUDIIdG
BU LDtJr FOR V . . i. .
RA1SC0 TO WR1-1tN 6 OF FINISH CO CRS. . , RLRi1 d 4 1 , A I
E lAJ , ! CV I / $ DJUSTiiD M1Ni1ulUM1 CRAWL SPACE STAB ELEVAT ON
TOP OF rOUNl7ATIOtJ -
1
z _ G1L4DE {OR A5 NCoTED
)� „ 1. R
S= $. AROVC Dtt5'11NG 5A5 Eil_NATION.
«.: ``„Lit CLQ 9. t t (5EE JOTS #5)
,.x _ o . . . . : .,: ..: . ..
. : : :.. - .
�o orad E *+7 Pin
25 _ yed ELS 6.3 _ _ . .
1.:!s Pio o L`l 7:25 P L _.
. , .
TO
_ �. ! %/' /�' _ : RtVl9C0'FtAN r 15aCORPEGTED°C' V N It E9 CHAIFGED MOTE F7
1r } /\�� L, �� 4\ . ��•. I , . Qi7J ONSCR ATIO OT
f
rs. p;g i, _ - At ID CHANGED SPP. TIC FLOW. PROFILE ELi`_VATIOMS.. : i T 1 N G
s4 z _.
- , . _
- ,p,s�
} _. .
i, _ w to
_ a
,
a
M .," ..,::... , .. ., ---•-,., 1nGriG. RM4DWATER,LEVEL:CALCULiNtioM FINA OF .
. I I I ,.
. ::.. - TSen. R�sld�nce
- SIGNATURE{
__
r f (i
z g. : I . . : I L 51TE ,PLAN ':.
W
P/ , J O, _ - - _�"- / Depth t0 Wats Wa (6!5,15)• 6.A' (EL --0.13) - _ _ _ Z do Jim Hagerty. Reef, Cope Cods Hame builder. Po Eau I nG. West oerirue, IAA 0_,'.70
- 14• i \S.I r . . ,' ., ��r j P to In aUVell: MIw29 - ATE
- % .• , . -
3. O �. f'. .: Water Levelih nge•Zorse: p2' 12 fs ..:,
.
% ��
�.DRAWN 8,, : `�tO', _�` '8 !l.r ';. %/ . / GvnentDe t},. to WaterLa,ef(5/15)= 7.s4 T�,- SIE SWAGE ISPOSAL SYSTEM PLAN
.. . _ . irG ! r�_G C' P t 'i R Ep L 0..
x 2 DP,OP
z 1.
GAS BAFFLE. _ water ttvel A. justment: 1.3` _ �,� /y E T50 POTHERS LANA YARMOUTH MAL
J' �Y ����
4Q
-•- Estimated Dei L11tso Water Levels S. (Ei - 1.17) ,
f -
����____ .
Ate- _ •. _
.
�-i �ILLYw J.M. OR .:.
_ . 2 i _ J.M O BILLY &ASSOCIATES, ZNC...
: j • - Longest Run
2�-# _ 2. .. o"9. . : - 0 40 60 Professional E)zgineering &. Land Surveying Services
.. -
1.tSooGALLQN D1343,la. EX1...Tlf1G
�-
S
_.
t . . , t :. 51 � EL- 1.1 � Hif tl GP.OUN&MATEP, SCALE ) "@ 2U .
SEPTIC TANK :D- X , LFP,CrIIIdG CI Ir:MC3Ef? SCA B
. _ . BC 1.3' + . . _ _ Street - Roofs OA -
1675 Melia•
• - P.O.Bos 1773
V .1 I _. .
.. _ _. _ _ V _. 35CRVED GP P
. . . :: H-20 _ EL 0.13 OL_ OUNDWATE .OGro5/15 SEE 5PPTIC INSPECTION ON FILE @ Boli _ i r is Ml1 0 63 ,5U ¢�6-6802 .Fqz .
-1. .} .- _ (5UtT)(fJirT r)8g� PTUPP _ Q!►�..F...., i'.: �)
''I . - I EX 15T I
_ _: -: _ ALS 8Yr EHECKt JOB NUMBM,r
C .
[+ y, __
_ _ : OATEs .
- SEEN
OT 1 .... _ _ ... V _
. i 7 FLUMB114G TO HC RAISED AND REIDCATCD A5 FLP. LAN VI W i'P 1 :: _ .. b MO JMO 707Q
V) ,bh l� AAD IJOTE t 7.,::.. p Aa Noted MTPJ J
F~ - , .. , ;. G-WJ013F5TrEF1707015ENG 5o rowER5 LANt1DWGA7D7o sos r6kk.MVG 9/) 7/ 15 . ..: 9
I :. SITE PLAN.
z
_..w ..
11 I A _
2 w
a
DRAWING NUMBER .
MAR 2.7 2017
c .
NOTE:, � I I S ,
�c,l�
.j IHEALTH DEPT --
THIS DRAWING SHOWN WAS USED IN REFERENCE TO TECHNICAL DESIGNS IMAGING DOCUMENTATION
EllnALONG WITH MEASUREMENTS AND PHOTOS TAKEN BY T.D.I. ° jsa�>UF® FOR CONSTRUCTION
. TWAt,Z+refl9fts/379fivff 5MEET 2 of . 5
*41
` Emafltechnfcaide5fgnsfmagtcg@elhia0 cot
��Web Page http !/draftmastetoo ( wfx com/ tdf
30.0' �
2�r �* 3't -- ..�. --
/ l CERTIFIED DRAFTSMAN @ 1978
..........................
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT"
COMPLIANCE,CERTlIED
vpAf=.T5mAN::@ 1975.
Hca vaQti FU
I TT�
€I ��M�
� /1 � I SHEET
MOUTH
W
7\
TiTL� ::
m)
017
FRA N KU N TS E N HEALTH DEPT
DRAWING NUMBER
50 POWEtRS LANE
WEST YARMO RTFf, MA
(CAPE CDD)
ISSUED FOR CONSTRUCTION
5:
reelft/grivalffos 5 -T