HomeMy WebLinkAbout98.3 - Site Planwry -• ,. „_ .,;:..... ,.:'wry w.v.,..qwa.n.I+nu+..:•-•!'+'+^..of4#^.M`!+:a..n#ay.. Mee.n..,.r{nen.snT^)1!4Y+Y
ACCESS COVERS MUST
9" MINIMUM. MIN 2'. OF PEASTONE'
- -6- of FINISH GRADE _ INVERT EL E'VA T l ONS . DES ! GN CR I::TER, l A. •
;. 3. MAXIMUM COVER gg
g INVERT AT BUILDING: 96.1 f t
ExrT a 9 5 FIRST 2 TO DESIGN FLOW. t
RourE _ 3/4 ! J/2 DIA.. VENT INVERT 95,75 '
�1 AREA CALCULATIONS _ BE LEVEL , IN SEPTIC TANK. 1744 SF GROSS AT 75 GPD / /OOO SF
l V DOUBLE WASHED STONE.... _
ie. INVERT OUT SEPTIC TANK: 95.5 EQUALS 131 GPD.,200 GPD MINIMUM `REQUIRED
' TOTAL LOT AREA - 14,935t S.F. 4• DIAM v
TOTAL BUILDING AREA - 1.744 S.F. - 12x INVERT IN DIST.-BOX:' 95.27
AO o SEPTIC TANK REOUIRED:
TOTAL PAVED AND WALK AREA - 4.540± S.F. - 30% 96, 1" 95.1 2 ,, H-20 INVERT OUT DIST, `'BOX: 95.1
OAs •° 200 C.P.D.X 200x -: 400 GAL.'
"TOTAL IMPERVIOUS AREA - 6.184t S.F.- 42% 95.75 AFF E 95.0 INVERT 1N LEACH CHAMBER: 95.0 :
B c
L US : SEPTIC TANK PROVIDED: 1500 GAL MIN.
- 3 OUTLET 1-500 GAL LEACHING CHAMBER BOTTOM OF LEACH CHAMBER. 93.0
�lplowv rqu��geP ° a _ W/4 STONEAROUNO. 12.8 r x"16.5 / x 2 d ADJUST R N/A
PARKING CAL COLA T /ONS .OFFICE USE D BOX f0 GROUND WATER. SOIL ABSORPTION Y500 GAL , : 1 N SYSTEM REOUlREO: ;-
o - o IH-101 OBSERVED GROUND WATER: N/A
+< I SPACE PER 2 OCCUPANTS REQUIRED. I OCCUPANT PER 100 SF
SEPTIC TANK
DESIGN RATE f 5 MIN/INCH
y : 6. CRUSHED STONE OR BOTTOM OF TEST. HOLE •1: ' 87.6 .
e ' - - (H 201 SOIL TEXTURAL CLASS /. .
ti 1540 SF NET/ IDD 16 OCCUPANTS / 2 8 SPACES REQUIRED `. _-
�c TOTAL PROVIDED - 8 SPACES '
COMPACTED BASE EFFLUENT LOADING RATE - 0.74 GPD/SF
200 GPD / 0.74 GPD/SF - 270 S.F. REQUIRED
m HANDICAPPED SPACES PROVIDED - `1 SPACE PROFILE :NOT TO SCALE -
CL PROVIDEDr 1-500 11 GAL LEACHING.CHAMBER
W/4' STONE AROUND. A=328 S.F.
„
328 S.F. x 0.74 -243 G.P.D.
LOCUS MAP
THIS LOT 15 WITHIN A ZONE Il.;L1MlTED ?0 , ,• '.
440 GPD / 40.000 SF.--14.935 / 40.000
ASSESSOR'S MAP 98. PARCEL 3 x 440 164 GPD MAXIMUM ALLOWED.
TONING DISTRICTS.' B1. : MIN FRONTAGE - 150.
MIN LOT AREA - 25000 S.F, MAX BUILDING HEIGHT 35' SOIL TEST, P I T DA TA '
' SETBACKS: FRONT - 30'. SIDE - 25'. REAR - 20'
INDICATES INDICATES
r MAX/MUM.SITE.COVERAGE 7Ox - - _ i ✓. ,: - PERCOLATION. ._. _, OBSERVED
TEST - GROUNDWATER
MAXIMUM BUILDING COVERAGE 25x / /✓ /
k FLOOD ZONE C. MAP 250015 0004 C. DATED 6//7/86 ✓ ' r TP �1
.. 'l.r'-'may' ". /// //-\4 /r✓/ �// _ '; e
\ ✓ HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR
98.6 0' 99a
O ,..
11 t \L$11�*_
....................... .............. 98.4 ;- q• .,.. .......;..... :...
`�--•'� , ... l t t 11 1 m LOAMY IOYR LOAMY IOYR
/ //FATCH BASINS �Y.,1.. 1_ i .. o A : A .... ,
' / l t aP:.a SAND 4/2SAND GENERAL NOTES4/21? :.... ... .:......... 97.6 /2' .. 98.1
LOAMY IOYRp LOAMY IOYR - / . -�. �'� ..�_-._-� /.:"..Boo CAL 0D1. PROPERTY LINE INFORMATION-WAS COMPILED FROM : o / / --- / ✓ -i -SAND 5/B' "8
SAND 5/8 G a '' AVAILABLE PLANSAND DEEDS OF RECORD AND DOESSTONEAROUNO " 26 ......... 96.4 : 30 ... ......,_: ..::.,:.. 96.6
.sl OT REPRESENT AN ACTUAL ON THE GROUND'SURVEY. t N i1 ice.-,.:_:.3.,=--_.-,14•E•,I,oi A I � -.1 MEO-COARSE IOYR : MED-COARSE /OYR , l .3 CICISAND 6/4 SAND 6/470
2.,.-. VERTICAL'-DATUM lS ASSUMED.-FOR BENCH MARKS \ / t 1 ,.� � w60'
SfT. SEE S1 TE PLAN. . � \ � :. / 09.43. NO DETfRM1NAT10N HAS BEEN MADE AS 70 z. ,,a r. / 1500 BALLON EF -e :: SEPTIC TANKCOMPLIANCE WITH DEED RES7RlCTIONS OR'ZONING pTv .MVENT ,:>_- ;.`-/ _' - • ` -`
E A
REMAIN THE CLIENTS M. t 4'0 ,
REGULATIONS 1T SHALL E w o 5 _ 132 NO WATER NO WATER '
r °' ° . A . c 9 / tit ✓. 87.6 136 87.8
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL �l.�
,...... I $A. !PER T, EE \ � -
FO THIS S P OJfCT, na. c T
„ `PERMITS. VARIANCES ETC. R H R AT ao' oc IN � O � \° g�.a '/ DATE. OCTOBER ,r l:" 2006 <'
.UFFER \.. \�' OF P / <9 _ :
„ \ ,\ � . v S� ! o�-• / , / TEST BY: STEPHEN HAAs
4.' `!T SNALL REMAIN THE CLIENT'S RESPONSIBILITY OuwvsrER \ '. rva z� @° os -
�... \ o Qo ! ' / WITNESSED BY. PHIL RENAUD ,
J o
i. TO HAVE THE PROPOSED BUILDING fOUNDA710N �.< QR 4 PERC RATE:-f'2 MIN/INCH
DfS I GNED TO ACCOUNT FOR THE EXISTING GRADE' n 5� \o R _ oe / ... F
AND SOIL CONDITIONS THE LOCATION OF .THE .".�:• '• P � \ \\ A o ck -• .
PROPOSED BUILDING." ALL SEPTIC SYSTEMS :AND ✓ ..:- \ r�„ , or, +� - ✓ ;e ,
FOUNDATIONS FROM THE FORMER BUILDINGS ON THE z-1000 BALL N
g N REMOVED PRIOR TO t r. \- \ m9+<Fo
LOCH Plrs /iz < /
SITE ARE TO BE LOCATED AND OVE \ \� c `k
".. _ Fs a SNE
CONSTRUCTION: ✓ /
;:. NH w/r /✓ENT-
rr
mot-
S. ALL: STORMWATER RUNOFF FROM IMPERVIOUS AREAS
TO 8E CONTAINED ON SITE. .c �° yam. \\ vsF V \ }i
T \\ i� 2O • \\ >� \ \ l `
6. ALL CONSTRUCTION METHODS AND MATERIALS AND �t \�- �' ._ \✓%/ o � \ � \ \ � `°`I ` ✓
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS: D.£. P. T1 TLE 5 AND LOCAL cq \\ \ . �✓ .\ \ \ - 0� ' 10, /
+<F - 6q �. .. • P4-2�05£O lj' - n0 \ , '1 A6 li -
80AR0 OF H£ALTN REGULATIONS_ CArarFR'rR
AT a�'',.00 7N \ ♦.l'°'!.b rL Dy\ REMAINS CBJREBAR -
A \ _
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER c a..FFe\ '. \ , y
- , �' t '1 CATCH "SIM -
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER I / y\
1 RIM-98 00 t (� \
} 3' IN DEPTH SHALL BE CAPABLE OF WITH-
THAN)" : -
¢ - MP 939/2
STANDING H 20 WNEfC LOADS:P E TO BE
EL OCA TED
B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EOUAL.
9. SEPTIC TANK. ,PUMP CHAMBER AND D-BOX SHALL BE ✓' i'. I
- ,r / • J ., BM. CATCH BASIN .. - .. ,.
REINFORCED PRECAST CONCRETE AND WATERTIGHT. / // J, RIM-96.47
l0. D-BOX IS TO BE WATER TESTED :TO CHECK FOR LEVEL. �/ / / Yarmouth HWIth Depart tet
sP.9 / APPROVED i
/I. BEFORE CONSTRUCTION CALL 'OIG SAFE'. cArcH BA
1-888-DIG-SAFE"ANO THE, LOCAL WATER DEPT. ! / �.9
i FOR LOCATION OF UNDERGROUND UTILITIES. - _ M [tate
i
r
JUN O I 2007
t 8' MIN. H2O CAST '
CLAY BRICK LEVELING COURSE FAM EUi
IRON FRAME AND COVER � gym
MORTARED IN PLACE ,.WITH I* VENT.
t 4' MIN. PfASTONE TO FINISH GRADE .S FPL A / V O /-
8' H2O CAST IRON 4 MIL POLY CNS CB/DISK MD
FRAME AND CRATE 14. ORSYTHE AVE/VUE-. MAP 98. PARCEL 3
1/4'/FT-•- o ob
CLAY BRI CK 'LEVELING COURSE oo 45 Q T!-/ Y,4 R M'O U T/ •.�►
FROM BASIN
MORTARED !N PLACE o : _ .. LEGEND .:. -
1 'DIA VENT $
, MORTAR ALL
CLEANOUT 12' HDPE PIPE JOINTS LEACHING CONCRETE BOUND FOUND PREPARED FOR
TEE TO LEACHING _ BASIN O ® WATER GATE P `
3/4 -11/2 WASHED
w i � L ,q M s w i T FILLOP
i STONE ALL AROUND lH-201 -W- WATER LINE
} e O HYDRANT
* w 20 SOLID 00 L803
00 GAS GATE SC<aLE: / 2p OCTOBER, 27. 2000
�.
- CATCH BASIN - TYPE 1-! BITUMINOUS CONCRETE -G- GAS LINE
f Im CATCH BASIN
6' DIAM. `2' BINDER COURSE.'1' TOP COURSE
EAGLE SURVEYING INC
>--a UTILITY POLE W/ GUY WIRE
-20 .GONG SLAB 2' MIN. - -
! • .� �..� 8.5 DENSE.GRADED CRUSHED STONE ---- OHW OVER HEAD WIRES
6' DIAM W l2 ..DIA LEACH HOLE � � 923 Route $A
OR l2 GRAVEL BASE _T_ UNDERGROUND TELEPHONE LINE i \
�� Yarmouthport MA. 02675
-40.4 EXISTING SPOT ELEVATION �� I 1
ACHING BASIN ___� it 508 362-8132
r , :CATCH BASIN LE PAVEMENT DETAIL _-Io0�; EXISTING coNrouR _ _ it t C )
t+/
F NO SCALE 40.40 PROPOSED SPOT ELEVATION; _C (508") 432-5333
DETAIL DETA IL
r NO SCALE dot: / 7cc�
NO Cr= RUNOFF DIRECTION n ¢
rlw- - 7 -
o rs 30 60 JOB N0 • 06 010 FIELD CFV!/EEK CALL: SAH CHECK, CFW DRN: SAH
t