HomeMy WebLinkAbout37 Moss Road Title 5 Site Plan1ST FLOOR AT EL. 11.0'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
� ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER S
' RUN PIPE LEVEL 2 DOUBLE WASHED P
^ 7.00' _ /FOR FIRST 2' r
PROP'CRAWLSP PROPOSED 1500 0 Fl -
6.56' GALLON SEPTIC 6.31 TEE
TANK. (H- 10 ) GAS °- 8.62'
•,.:.. BAFFLE 8.79' �� 0.58'
(-z-7 SLOPE) �__6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE
- --,
NOTE:DAFLZONETIOODREOUIREO DEPTH. OF FLOW = `1' ( Z SLOPE) ( 9. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
(DESIGN BY OTHERS) TEE SIZES:
INLET DEPTH = 10"
`-' OUTLET DEPTH = 14"
FOUNDATION- 22' ST s' PUMP 38• D' BOX s' LEACHING
CHAMBER FACILITY
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON 40 MIL POLY VINYL AND
SEPARATE CIRCUIT FROM PUMP MASTIC ON INSIDE OF -
EL. 9.0' 10" I RETAINING WALL
INV. IN 6.26'
LINE
5'
1000 GAL. H-10 S/ 2 PRESSURE_. (6)3.BARS CONT. FOR
500 GAL.+ SLOPE TO DRAIN BACK TO PC I HORIZONTAL REINFORCEMENT USE ADJ. WATER AT EL. 3.0'
ALARM ON RESERVE WEEP HOLE 2'• (TIDALLY INFLUENCED)
FLOAT SWITCH
SETTINGS: PUMP ON 8' CHECK VALVE S.0' 4'0'•r EL.6.5' (PROPOSED)
WORKING RANGE UVCDRM4 $4 BARS 12" O.C. FOR VERTICAL
5.3SUBMERSIBLE 4/10 HP PUMP .. REINFORCEMENT
PUMP OFF B' SYSTEM (OR EQUAL)
6.
op00000 CHAMBER
�u'p
PUMP E I I A M D E R 5' REMOVAL OF UNSUITABLE SOIL - 4.0' BASE. EL
(NOT TO SCALE) REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
WATERPROOF/WATERTIGHT SUITABLE SOIL LAYER. REPLACE M -
- - - WITH CLEAN MED. SAND. NATURAL SOIL
PROVIDE VENT SCREEN TH CHARCOCEME`TR•-_ - CONC. RET. WALL (NTS)
AND BUCSCREEN (FINAL PLACEMENT NTH - - - T
OMEOWNER CONSULTATION) - + 7.5. _ RADIO ,[JANE
OVER HEAD ,UTILITIES - - -I- 5.8 - - - -
® - - PROP. 6' HIGH CEDAR FENCE
6 - -1- 6.2
TEST HOLE LOSS
ENGINEER: D.A. OJALA, SE
WITNESS: LYNN MULKEEN
DATE: 10/27/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
Q ELEV. Q
p" 6_5' p" 6.4'
� 0
2„ 2"
A
LS
6" 1OYR 3/2
A
LS
6" 1OYR 3/2
B
LS
1OYR 5/8
30"
C
MS
48" OBS WATER
2.5Y 6/6
B
LS
1OYR 5/8
LOCUS
oRADIO UNE
COVE ROgp
MOSS
pop
s e
LOCATION MAP NTS
ASSESSORS MAP 14 PARCEL 113
ZONING DISTRICT: R-25
YARD SETBACKS
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. - LCP 14426 G
FLOOD ZONE. Al2 EL 10
36" 3.4' REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
C 2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
MS OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
SO" OBS WATER Q,Q' DEPOSITED'
_ 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
2.5Y 6/6 ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
/ - THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
96 I -1.5 108" L_
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
)
o
206.00' - -
440 GPD
USE A 440 GPD DESIGN FLOW
7,0
) 0
USE A 1500 GALLON SEPTIC TANK
m
8.0
.0
SIDES: N/A
r _
90 ,
TOTAL: 607 S.F. 449 GPD
_
0 00
H-10 STANDARD INFILTRATORS EACH, WITH
3' STONE
+6. TH 1
PG
LOT 58
ST
+ 5.5
23,621± SQ.
+ 6.3
I
+ .2
(0 6. CAR AT EL 9
W 5.3
0
Ed Lj I •�
IT'r(2 '
f
9O
+ 7,2 0, --" J \`\®
PROP. DECK
+ 5.8%%s9
PROP. 4 BR
-
9.8'
/
DWELUNG
PROPOSED 40 MIL /OR
'
FIRST FLOOR AT
+ 5.7
LINER, AT 5' OFF SAS,
ABOVE ELEV. 11.00''
OO
TOP AT ELEVATION 9.0' , ,�
'0
.(CONTINUE FROM '
_N
INSIDE OF WALL) PROP.
- PERVIOUS 6
'0
/ DRNEWAY Q
�RCh
6.1 % _
PROP. UNER AT EDGE OF
/
ROCK WALL
5,5
+
o.
4 .z
-K5.8 MOSS ROAD t
1
0
i
+ 5,9
5.5
i 4
COBBLE 4.8 132.30'
GRR SEL
SRI VE LINED
[ATENCHMARK: USE MAG NAIL
d
ELEVATION 5.9'
BUOYANCY CALCS:
+ 3.5
1500 GAL H-10 (SHOREY) ST WGT. 11480 UBS
1.19' x 10.5 x 5.67 x 62.4 - 4420 (OKAY)
- 1000 GAL H-10 (SHOREY) PC WGT 8240 UBS
BOARD OF HEALTH
1.24' x 8.5 x 4.8 x 62.4=3157 LBS (OKAY)
O4-'290
, MA
APPROVED DATE
TEST HOLE LOSS
ENGINEER: D.A. OJALA, SE
WITNESS: LYNN MULKEEN
DATE: 10/27/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
Q ELEV. Q
p" 6_5' p" 6.4'
� 0
2„ 2"
A
LS
6" 1OYR 3/2
A
LS
6" 1OYR 3/2
B
LS
1OYR 5/8
30"
C
MS
48" OBS WATER
2.5Y 6/6
B
LS
1OYR 5/8
LOCUS
oRADIO UNE
COVE ROgp
MOSS
pop
s e
LOCATION MAP NTS
ASSESSORS MAP 14 PARCEL 113
ZONING DISTRICT: R-25
YARD SETBACKS
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. - LCP 14426 G
FLOOD ZONE. Al2 EL 10
36" 3.4' REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
C 2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
MS OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
SO" OBS WATER Q,Q' DEPOSITED'
_ 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
2.5Y 6/6 ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
/ - THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
96 I -1.5 108" L_
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
)
DESIGN FLOW: °_ BEDROOMS (110 GPD) =
440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2 ) = 880
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 40.5 x 15 (.74) =
449
TOTAL: 607 S.F. 449 GPD
USE 40.5' x 15' LEACH FIELD OF 2 ROWS
OF 6
H-10 STANDARD INFILTRATORS EACH, WITH
3' STONE
AT SIDES, 3.3' BETWEEEN ROWS AND 1.5' AT ENDS
+ 5.9 LEGEND
100.0 PROPOSED SPOT ELEVATION
100+0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100- EXISTING CONTOUR
I= NO xz-seao
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
-2.6' PLAN.
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF 36 MOSS ROAD
IN THE TOWN OF:
YARMOUTH
PREPARED FOR: SAM TRAYWICK
20 0 20 40 80
SCALE: 1 = 20' DATE: DECEMBER 7, 2004
REV. 3/9/05
N r2ooy
>. DATE