HomeMy WebLinkAbout1006 Route 28 - Site Plan of Land 6PROF�ILE= NOT ro 66aLE
EL = 20.5
PVGJM
GH �0
jo'
2000 GALLON
GREASE TRAP
HEAVY DUTY FRAME
& COVER (H-20)
8" HEAVY DUTY FRAME
& COVER (H-20)
I N5TALL OAS 6AFFLA
IN OUTLET TEE
.4000 GALLON
SEPTI( TANK
STONE f5ASE
PRA I NAGE GALGULAT I ONS
DEVELOPED AREA (PAVEMENT & ROOF): 30000 Sf. (0.69 ACRES)
6LFFEFZS & UNDISTUR6ED AREA: 31091.4 Sf. (0.71 ACRES)
C - (0.69 x 0.90) + (0.71 x 0.30) = 0.60
IAO
Q = (I-40)(0-(,0)(4.5)(.4488)/(0.7) = 2423.5 Sf.
USE: (SO) A' X 6 CILTEG FI ELD DRAIN PANELS , 40' x 64' LEACHING FIELD
CAPACITY: 2560.0 SP.
SEPT 1 G eY�3TEM PE61 GN DATA
DAILY FLOW:
98 SEATS x20GPD. /SEAT = U60OPD.
GREASE TRAP: 98 SEATS x 6 OPD. =1470 GPD.
USE: 2000 GALLON PRECAST HEAVY DUTY OREASE TRAP (H-20)
SEPTIC TAN K: p60OPD x200%=3920 OPD
USE: 4000 PRECAST HEAVY DUTY 5EPTIC TAN K (H-20)
P6TR Pff ON 60X:
USE: 6' x6' PRECAST (20) OUTLET P6TR6UTION 60X
501L A650RPTON SYSTEM:
USE: 40' x72'LEACHFIELDGONSrTINOOFC,LTECFIELDDRAINPANELS
CAPACIFY:
60TTOM: 40 x72 x0.74 = 21312 OPD
PUMP sPEG 11= I OAT I ONS
PUMP CHAM6ER: 190%(APA( rY A60VE HCH WATER ALARM
USE: 4000 GALLON PRECAST HEAVY DUTY PLMP CHAM6ER (H-20)
PLNPS:
USE: (2) OOLLD PIMPS - MODEL #3883 (2HP, 230 VOLT, SI NGIL PHASE)
W IFH ALS(, DUPLEX CONTROL & ALARM FOR ALTERNATE P051 NO OF SAS
NOTES:
I CONTROL PANEL & ALARM TO 6E NSTALLED IN KIFCHEN AREA
2. ALARM PANEL TO 6E ON A SEPARATE 6IRCUIF FROM PLMPS
3. WRINOFOP, PUMPS&ALARM REQUIRES ANELECTRCALPERMIT
PARKING 6AL6ULATION�5
USE: RESTAURANT
#OF SEATS: 98 SEATS .
PARKI NG REQUI RED 98 SEATS = (3) SEATS / PARKING SPACE = 32.7 PA?KING SPACES
TOTAL PARKING REQUIRED: 33 PARKING SPACES
TOTAL PARKING PROVDED: 47 PARKIN& SPACES
11
DOVER TO WITHIN
7 4"CAST IRON 6 OF FINISHED GRADE.
DOVER TO GRADE
2" PVG
5(111 Ao
j 2000 GALLON
/ PLUP 6HAMf5ER
(o" STONE. SASE
75
m
DIST. pOX
19.50
STONE f5A6E
FIRST PIPE LENGTH
TO I�E SET LEVEL
FOR MIN. 2'
FINISH GRADE
EL: 21.0
TOP @ EL- 0-51
CLLTEC FIELD DRAIN PANELS
J ✓ I ( f5OTTOM @ EL. 18.80
5' SEPARATION
1 ADJJSTED GROUNDWATER @ EL 13.8
I" TOP COURSE OF 61TLMIN6U3 CONCRETE PAVEMENT
2" 61NDER COURSE OF 61Tl,MINGUS CONCRETE PAVEMENT
2" OF PROCESSED STONE
A" OF PROCESSED GRAVEL
2' FROST FREE EASE
PAVEMENT PETAIL
6AT-6H �?A�5 I N FETA I L
I �"_r•wn��n,
CRUSHED STONE
TEST DOLE LOG
DATE: MAY 8, 2003
TEST 6Y: M.O'L000HLIN,CSE
W IFNES5: A. VON HONE, YARMOUTH HEALTH DEPT.
PERORATE: <ZMIN/IN
205 d'
FLL
G = FINE 5A V
2.5Y7/A
62 2,EFAVEL
63 = MEPLIA TO
FINE
WATER _.
192
165
155
13.1
12.5
IA"
45"
m
59'
96"
EASED UPON THE USES FORMU A, THE MAXMUM
GROUNDWATER RISE r5 OJ' TO ELEV- P-5
FN6HED GRADE
CLLTEC 410 FILTER FA6F:IC
857.
WrEPHOLE
HIGH WATER
CIEu� -
ALARM
V&VE
PIMP ON
PUvP OFF
a.11 -TEC, CONTACTOR FIELD DRAN 6-4HD
°
j 2000 GALLON
/ PLUP 6HAMf5ER
(o" STONE. SASE
75
m
DIST. pOX
19.50
STONE f5A6E
FIRST PIPE LENGTH
TO I�E SET LEVEL
FOR MIN. 2'
FINISH GRADE
EL: 21.0
TOP @ EL- 0-51
CLLTEC FIELD DRAIN PANELS
J ✓ I ( f5OTTOM @ EL. 18.80
5' SEPARATION
1 ADJJSTED GROUNDWATER @ EL 13.8
I" TOP COURSE OF 61TLMIN6U3 CONCRETE PAVEMENT
2" 61NDER COURSE OF 61Tl,MINGUS CONCRETE PAVEMENT
2" OF PROCESSED STONE
A" OF PROCESSED GRAVEL
2' FROST FREE EASE
PAVEMENT PETAIL
6AT-6H �?A�5 I N FETA I L
I �"_r•wn��n,
CRUSHED STONE
TEST DOLE LOG
DATE: MAY 8, 2003
TEST 6Y: M.O'L000HLIN,CSE
W IFNES5: A. VON HONE, YARMOUTH HEALTH DEPT.
PERORATE: <ZMIN/IN
205 d'
FLL
G = FINE 5A V
2.5Y7/A
62 2,EFAVEL
63 = MEPLIA TO
FINE
WATER _.
192
165
155
13.1
12.5
IA"
45"
m
59'
96"
EASED UPON THE USES FORMU A, THE MAXMUM
GROUNDWATER RISE r5 OJ' TO ELEV- P-5
FN6HED GRADE
CLLTEC 410 FILTER FA6F:IC
857.
COMPACTED FILL
CULTEC 40
FLIER
a.11 -TEC, CONTACTOR FIELD DRAN 6-4HD
TOP, 5DE5 AND BOTTOM
E5 AN -
HEAVY DUTY H-20 6HAM6ER
.
—
r�
REOISTEREP LAND SURVEYOR DATE
LEA6H F I ELP PETA I L
REGISTERED ENG;% ER DATE
6" STONE EASE