HomeMy WebLinkAbout812 Route 28 Site Plan of LandI
:
ACCESS COVERS,. MUST :...
9 MINIMUM.
6 OF FINISH GRADE INVERT ELEVA I ONS . DES I GN `CR I TER IA
.
I `
3 MAXIMUM
z ', COVER
1NVERT ATBU1LDlNG 94.0_
DESIGN FLOW: FIRST ?.
TO
6 BEDROOMS
AT 110 G.P.D. PER.,AREA CALCULATIONS: E EC LN 2' OF PEASTONc INVERT IN T/C TANK. 9B5
INVERT OUT SEPTIC TANK9B.6
,IaN PoxO BEDROOM EQUALs 660 ;
G.P.D. • '
/ 1
P 4 r 4 auw d P
TOTAL LOT AREA ! .680 S.F. 97.25 ,
t 314'- I 1/2 DIA. INVERT 1N DIST BOX.
--
a
TOTAL BUILDING AREA 1.560 S.F. - IIx O R A
T T o r INVERT OUT DIST. BOX: 97.08 N GA B GE GR NDER
x 99:05 6 97.OB 2 H 20' . DOUBLE WASH_D STONE
m 's`
TOTAL PAVED AND WALK AREA 3.400-fS.F. 23 _ cAs
< � INVERT - IN LEACH CHAMBER : 97.0
- r 98. 85 AF 7 97.-0 -
a TOTAL IMPERVIOUS AREA .4.960 S.F. 34x RAFFLE
p I
a _ 0 SEPTIC TANK R QUlRED:
' eI BOTTOM OF LEACH CHAMBER: 95.
Q`. f -�- � - 3 OUTLET 4 500 GALT LEACHING CHAMBERS 660 6. P.D. X OO -v - 1320 GAL.
- L OCUS�. /
D , 89.0
+ _ W/4" STONE AROUND:'. 12.8 w x 50.5 1 x ? d ADJUSTED GROUND WATER.
a D BOX SEPTIC' TANK PROVIDED: `1500 GAL 'HILA•
>
PARKING CALCULATIONS. lsoo�c
t v ✓ ` i !I tp (H-20;
• --- a -� . I -- a JTANKOBSERVED GROUND: WATER.. BB. I
« _
SEPTIC
§ a - • " 88.7
-----•L � /SPACES PER DWELLING UNIT REQUIRED l HOTEL/AfOT£L1 BOTTOM OF TEST HOLE 2. SOIL ABSORPTION SYSTEM REQUIRED.
o, 7. 6 CRUSHED STONE OR
rZJL -
t. { L -y cv 6 UNITS X 1.! 6.6 SPACES COMPACTED BASE INDEX WELL M1W 29, ZONE A DESIGN PERG RATE C 5 MLN/INCH
/ Y
TOTAL PROVIDED 7 SPACES MARCHOS READING -7.1 ADI -0.9 SOIL 'TEXTURAL CLAS <- I r
,
HANDICAPPED SPACES PROVIDED - J SPACE PROF I LE• -NOT 'TO SCALE�I EFFLUENT.LOAD ING RATE -`'0.74 GPD/SF• ( a
660 GPD:../ 0.7 GPD/SF - 892 S.F. REQUIRED
PROVIDED. -,4-5 O GAL LEACHING CHAMBERS ,
W/4' STONE AROUND, A-900 S.F.
1
614 S.F. x 0_14 -' 666 G.P.D..
r
L OCUS MAP
' A PARCEL'_64 SOIL
7 7 7
.. ASSESSOR S MAP 33. ) O I L TES l P I. I DA TA & a„
_
ZONING DISTRICTS. 82. MIN FRONTAGE - 125
INDICATES � INDICA"ES
MIN LOT AREA - 20000 S.F. MAX BUILDING HEIGHT 35 PERCOLATION, - ,OBSERV
j��qJ _
TBACKS: FRONT 30 SIDE - 25 . REAR 20
SE 1iNp TEST G:OUND TER
MAXIMUM SITE COVERAGE 70x fXlS ISO
MAXIMUM BUILDING COVERAGE 25x D
TP l TP 0?
! ASSESSORS MAP 33. PARCEL 65
d. HORIZON TEXTURE COLORHORIZON TEXTURE' COLOR
a
ZONING DISTRICTS. R-25, MIN.FRONTAOE - 150'
I 99.6 01
99.6 I
MIN LOT AREA - 25000 S.F. MAX BUILDING HEIGHT • 35
LOAMY 10YR LOAMY : IOYR
' A r SAND `3/6 '�. ,SAND 3/6'
SETBACKS: FRONT 301. SIDE - 15' REAR 20
7• ..... .... 99.0 '_'6' ..... ..... ... .... 99.1
RAG 25x
MAXIMUM BUILDING COVERAGE
4 LOAMY IOYR LOAMY IOYR
RELOCATE STOCXAPE
FLOOD ZONE B. MAP 2500/5 0006 D. DATED 7/2/92 B B '
FENCE ALONG PROPERTY i"^ - SAND 4/6 -- ' SAND 4/6 -:
I
L/ •E _... a�.\ � � 30 97.1 30 . 97, t ;
.?/y rT -
c �P _ - MED l UM IOYR : MEDIUM ': I OYR i
c 0 cl_ _ .
x 'GENERAL NOTES; o - C I c r
t 0 _L ', -' o r SAND 6/6 ;SAND 6/6.. .
.. • -. . "d 0LIFC, , h_..- tl 22.-
i
.. D - BOX WITHIN . E...w ..� c ... i o .p UP 19J/I I
SEPTIC TANK: PUMP CHAMBER AND 80X SHALL' BE i 'i'° ti �_ .
7 . PROPERTY Y J NE INFORMATION WAS COMPILED FROM : 9. f A CEL �, ,
5 ,
' REINFORCED PRECAST CONCRETE AND WATERTIGHT. 'r
•
AVAILABLE AND DEEDS OF RECORD AND DOES R
6.x I 48'
NOT -REPRESENT AN ACTUAL' ON THE GROUND SURVEY. 5 . , � - _ - e
]' /}'�R
.
10. D 80X 15 TO BE .WATER T£STEJ 70 CHECK FOR LEVEL.
ARS
/ 2. VERTICAL DATUM IS ASSUMED. FOR BENCHM K
t !l BEFORE CONSTRUCTION CALL ,OIG SAFE r 0O o•'
v SET. SEE SITE PLAN: B
1 -886 -DIC -SAFE SAFE AND THE LOCAL WATER DEPT. At''. °.T.•, ,. � \ � `
i
MA AS TO FOR LOCATION OF UNDCRGROUIJO UTILITIES.
J. NO DETERMINATION HAS BEEN DE ._ NO WATER
� Pieur A t I: Dc By s N, a!1 ss:2 y:+ � aE ,. � � • � ,� 1 120 89.6 138.188.1 .
y COMPLIANCE WITH DEED RESTRICTIONS OR ZONING .,r \ - 56R - - -
nF.SE..Y LAN, ED EY_R,.,-r4
t SEPTIC SYSTEM INSTALLER SHACL NOTIFY THE .. � a•• . v rr-.� _.; �. 18 I
a REGULA710NS. lT SHALL REMAIN THE CLIENTS 12. 'SEP I
DATE: MARCH 22 2005
r ,+. r. - _ v . � : ` . \,. r GILL MING UCTEL .
EER 7VY0 DAYS PR10R TO CONSTRUCTION PAs x, N, AREA c'R0I A2L. nNr \ 1J
k RESPONSIBILITY TO OBTAIN ALL PERAl1T5. SPECIAL DESIGN ENGIN Y"„ ;. ,,✓ Q / _ - '
PERMITS." VARIANCES ETC. FOR THIS PROJECT. OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
TEST BY: STEPHEN HAAS.
' o carcH easiN WITNESSED; BY: AMY VONHONE
g
CONSTRUCTION INSPECTIONS. y
�,. O PERC RATE: 4 2 MIN/INCH '
RESPONSIBILITY �, s.. /
4. IT SHALL REMAIN THE CLIENT'S R {,
MATERIAL A Q B HORIZONS)
, TO HAVE THE PROPOSED BUILDING, FOUNDATION " 13. ALL, UNSUITABLE E (
BELOW THE 1NVf4T OF THE LEACHING
'.DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
ENCOUNTERED� ,�� �
iNp � .._. t foe
e R NC OF 5
AND SOIL AT THE LOCATION OF THE FACILITY TO BE REMOVED FOR A DISTANCE EX EiN ., •, t., ' r i
'BUILDING. ALL. SEPTIC SYSTEMS AND AROUND AND REPLACED WITH SAND IN ACCORDANCE D 1 N
PROPOSED
J N THE WITH TITLE 5. THE BOTTOM 0 THE MOLE f5 TO 8£ s' DEEP r a' aAx
FOUNDATIONS FROM THE FORMER BUILOIIGS 0 r
`'ALL ^.. j I LEACH PIT IY/Y' sTONE L• c'. - ''
' SITE ARE TO BE LOCATED AND REMOVED PRIOR TO INSPECTED TO INSURE THAT TdE EXISTING FOUNDATIONS ?"
CONSTRUCTION: HAVE BEEN REMOVED DOWN TO THE NATURAL SAND LAYER. /
t i
c0/OH AND ';�'
5.' ALL STORUWATER RUNOFF FROM IMPERVIOUS AREAS 14. FIRE ALARM AND SPRINKLER SYSTEMS ARE REQUIRED
TO BE CONTAINED -0N SITE. FOR THIS BUILDING. 9 �iJ ' A `•�4psEo`FEs\\
- _
- _. e. �_\,•,.,, of. q
6: ALL CONSTRUCTION METHODS AIJD MATERIALS AND I5. . AN APPROVAL NOT REQUIRED PIAN IS TO BE FILED TO R�mr c a , 4PI
- -
AIAIN7EJIANCE-OF"THE SEPTIC SYSTEM SHALL COMBINE PARCELS 64 A 65 INTO ONE LOT. r Wig"' "q RI
CONFORM TO MASS. D.E. P. TITLE . 5 AND LOCAL "
([{p -BOARD OF HEALTH REGULATIONS:.gEPT/c TA NK
7. ALC SEPTIC SYSTEM COMPONENTS LOCATED UNDER
/ •
ss 7 .__ 9J.9 �� � ! • � c
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
TA 3 .�3' CALIPER tpjfCS At 20' OC
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH
STANDING H-20 WHEEL LOADS.
_ - OI' ' �.,'-^, a �- r�,•� / P�'F 99.0 W!ip;N THE :a LRU.': ER
8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
.,.
CO • o i a�T 4'. DEEP r 6' DIAN
APPROVED EQUAL. rERw� .E COD � �� LEACH PIT IIT STONE
OF
y 9g.A n'`�., PHYi a.1..1.-_64 r>n t'y'�00• �PLn<!T A 4' ear P, dr H,a?k - - -
DEN<ELY PLANTED EVEc Ch En
CAPT GLADCL IFF MOTEL
NE'CGE 7C SCPEEN FPC
` `• �' b PARPW9 A.RE4 fROIJ AP TTIN'G
Yarmouth Health Departme
t
APP Eli
Name Date
Yf Dr LL INeS.
3' CALIPER---------TRE65 AT 2D' C<:..-.-:B.J -
IF THIN TKr 2O' PGN'Ff:4,'
T 109By HYDRAqr TAO
i BOLT 201E - EL 106.29
D V
RESIDENTIAL vt t i c
t i �
: 1
Z, J
I �uN 1 s 200
t 8- MIN. H2O CAST
CLAY BRIC LEVELING COUP HEALTH DEP .
IRON FRAME AND COVER �L
( MORTARED 'N PLACE WITH l VENT S ! T E L f -L / V L f -L / U
4- MIN. PEeSTOIlE TO FINISH GRADE
8- H2O CAST IRON 4 MIL POLY RosE PETAL clFrs 8 / 2 R C U TE 2 8 . "A P 33 . P,4 RCEL 6.4 B 6.5
± FRAME AND GRATE
- IS 0 4.1 TI -1 YA F' "0 U T/--/ . "104 f
CLAY BRICK LEVELING COURSE 1/4'/FT--- o 00
o
MORTARED IN PLACE FROM O' S I N cLEGEND
!DIA v£Nr g PREP 4 REO FOR
t MORTAR ALL
CLEANOUT /� / /
F 12' HDPE PIPE JOINTS LEACHING (9 CONCRETE BOUND FOUND R 0S z V 14 ! / VIA / V K O L/ � H /0 / S R E- TR . l !-C
t
TEE TO LEACHING BASIN e OO WATER GA TEE
3/4'-11/2 WASHEE /H 201 --W- WATER LINE
_ STONE ALL AROUND .
e O HYDRANT S C.4 L E: /"- 2 0 J.4 N UA R Y- //?006
so ® GAS GArE REVISED: FEBRUARY 4. 2006
°f -20 SOLID oo -G- GAS LINE
CATCH BASIN TYPE l I BITUMINOUS CONCRETE ^ cc \
6' DIAM. 2' BINDER COURSE, I' TOP COURSE 91 CATCH BASIN EAC C L_ E S U R V E Y I NC I NC
- o- UTILITY POLE 6/ GUY WIRE
-20 CONC SLAB `- q' 8.5- DENSE GRADED CRUSHED STONE
---aHw OVER HEAD WIRES 923 . Ro u - e 6A
W/12 DIA LEACH HDL£ : ^�- , � -�.
---- 6' D I AM �+- � ' . OR 12' GRAVEL BASE =r-- UNDERGROUND TELEPHONE LINE Y a r mo u t h p o r t, MA. 2675
+40.4 EXISTING SPOT ELEVATION
�I /l,.
CATCH BASIN LEACHING BASIN PAVEMENT DETAIL /OO__� EXISTING CONrOUR��� / (508) 362 8132
' �//I !
DETAIL
DETA l L AID SCALE40.40 PROPOSED SPOT ELEVATION F. (508) 432.-5333
NO SCALE RUNOFF DIRECTION
NO SCALE
o Js 300 60 JOF NO., 05-018 FIELD: CFWIEEX CAL C: 'SAH CHECK: CFH' ORI): SAN,
i
r