HomeMy WebLinkAbout34.236.1 - Title 5 Site PlanSYSTEM PROFILE
TOP FNDN ELEV. = 11.0'
., 3 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 4" PVC W/ FEMALE A
CLEANOUT TO GRADE.
t0.5 MINIMUM .75' OF COVER OVER PRECAST TYPICAL WHERE INDIC
0.33 POUR 1.5 CU. FT. MIN. 2% SLOPE REQUIRED OVER SYSTEM
3000 PSI CONC. 10.25' MIN.
THRUST BLOCK
M 0 AROUND CONNECTION 2" DOUBLE WASHED PEASTONE
PROPOSED 2500 2"0SCH40 PRESSURE UNE
8 O+ 2" x 1.5" TEES OR ELBOWS & REDUCERS
i. GAL ST/PC LQ,.JI� $ D, PITCH
I COMBINATION \
SLAB ABOVE REAR GRADE r.' 8.25 (SEE DETAIL) .005 FT/FT MIN. \ \ 1.5'0SCH40 LATERAL 9.0
ELi=
O' 0.58'
(V.LF.) 2"OSCH40 PRESSURE LINE FROM PUMP PIT
( 2 �6" CRUSHED STONE OR MECHANICAL PITCH 2"OSCH 40 PVC MANIFOLD INV. 9.0
DEPTH OF FLOW = 4' COMPACTION. (15.221 [2))
% SLOPE)
FLOODZONE FOUNDATION DESIGN TEE SIZES:
REQUIRED (BY OTHERS) INLET DEPTH = 10
OUTLET DEPTH = 14"
FOUNDATION- 10' ST -
.BUOYANCY CALCS.:-
800 LBS UP,
WT. 22,000 LBS O.K.
14'
LEACHING
FACILITY
CENTER COVER OFFSET TO
PROVIDE ACCESS TO ZABEL
FILTER
/ ZABEL A700 -8X18 -VC FILTER
WITH GAS BAFFLE ON BOTTOM
\ WWW.ZABELIONE.COM
37.5'
(9 QUICK4 INFILTRATORS tN
EACH OF 2 ROWS)
2500 G
BAFFLE
AL, SEPTIC TANK/PULP CHAMBER COMBINATION
SHOREY CONCRETE PRODUCTS OR EQUAL
(NOT TO SCALE)
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, .DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND. l
BENCHVARK
NAIL IN 12" PINE
ELEV = 8.93'
NGVD
\ BRBBZY POINT ROAD
WATERLINE TO BE RE-ROUTED
EXIST. - __-___ EDGE OF PAVEMENT
1 `\. STONE ...� - __
100' OFFSET a 1 n
3 1 6.0• m
G
t 3 C
y
STEPS
_ S o
10. 2O1HI
PERVIOUS 75 10.0 PROP
DRIVEWAY 3i�
SHR
PROP. INTERLOCKING T
BLOCK WALL RET. WALL 9.0'
(DESIGN BY OTHERS)
i
10.0 I N
i
TW = EL 40
7.d
Itut
= 27.� INE
\" D
r
W RI( LIMI -
t. �� t5
z �
F Z Co,
o
0 o a Li o°
0
'
_ #2 BVW
X5 p4
PLANT WITH NATIVE SPECIES TO CREATE A -
10' BUFFER ZONE TO BVW. NO FURTHER
EXPANSION OF LAWN TO REAR OF HOUSE COMBINED LOTS
11,753± SF TTL
(7,735± SF UPLAND
4,018± SF WETLAND)
"THE RUN" TIDAL \ \
SITE PLAN
20 0 20 40 60
1 " = 20'
05-204
PROVIDE APPROX. 142' OF
40 MIL. LINER ALONG, -
INSIDE OF RETAINING WALL.
AND ALONG FOUNDATION IN
AREA SHOWN. TOP AT EL.
9.5', BOTTOM AT EL. 5.5'
ALARM AND CONTROL PANEL
WITNESS: AMY VON HONE, RS
2 267.16' TO Y. 113
PERC. RATE _
PROP. RET. WALL
CLASS I
{
TO BE INSTALLED INSIDE -/
Q ELEV.
0"
EXISTING 2 BEDROOM DWELLING
L
(HATCHED - TO BE REMOVED)
BUILDING. ALARM TO BE ON
.s
J
FS
I
EXISTING
10YR 7/1
SEPARATE CIRCUIT FROM PUMP NV. IN
16.5
Eli
ll 2" FRESSURE LINE
PROP. 24' x 32' DWELLING
TOP FNDN ELEV. 11.0'
10" TEE
7/5YR 4/3
to" TEE
SLOFE TO DRAIN BACK TO PC
2'M 330+ GAL
3.0'
ELECTRICAL PERMIT
C7
19" TEE
FS
84"
ALARM ON
R R SERVE
REQUIRED.
SEPTIC TANK
FS
10 0 GAL
t
WEEP,HOLE
1500 GAL. MIN.
P/C
CHECK VALVE PUMP ON
THIS SIDE0.5'
OF BAFFLE
'MYERS SRM 4 6" WORKING RANGE
TANK AND PUMP CHAMBER TO 8E WATER PROOF
- g 75•
SUBMERSIBLE 4/10 HP PUMP
0.5
AND LEAK FREE. OVERNIGHT TEST OF TANK
5.25' UQ. LEVEL
SYSTEM (OR EQUAL) PUMP OFF
2.0'
REQUIRED AFTER BAFFLE INSTALLED. CLEAN TEST
WATER TO ALSO BE PROVIDED FOR PUMP TEST.
�o
00000000 00
0000
FLOAT SWITCH
SETTINGS:
6" WATERTIGHT BAFFLE FORMING 2 COMPARTMENTS
GAS
2500 G
BAFFLE
AL, SEPTIC TANK/PULP CHAMBER COMBINATION
SHOREY CONCRETE PRODUCTS OR EQUAL
(NOT TO SCALE)
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, .DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND. l
BENCHVARK
NAIL IN 12" PINE
ELEV = 8.93'
NGVD
\ BRBBZY POINT ROAD
WATERLINE TO BE RE-ROUTED
EXIST. - __-___ EDGE OF PAVEMENT
1 `\. STONE ...� - __
100' OFFSET a 1 n
3 1 6.0• m
G
t 3 C
y
STEPS
_ S o
10. 2O1HI
PERVIOUS 75 10.0 PROP
DRIVEWAY 3i�
SHR
PROP. INTERLOCKING T
BLOCK WALL RET. WALL 9.0'
(DESIGN BY OTHERS)
i
10.0 I N
i
TW = EL 40
7.d
Itut
= 27.� INE
\" D
r
W RI( LIMI -
t. �� t5
z �
F Z Co,
o
0 o a Li o°
0
'
_ #2 BVW
X5 p4
PLANT WITH NATIVE SPECIES TO CREATE A -
10' BUFFER ZONE TO BVW. NO FURTHER
EXPANSION OF LAWN TO REAR OF HOUSE COMBINED LOTS
11,753± SF TTL
(7,735± SF UPLAND
4,018± SF WETLAND)
"THE RUN" TIDAL \ \
SITE PLAN
20 0 20 40 60
1 " = 20'
05-204
PROVIDE APPROX. 142' OF
40 MIL. LINER ALONG, -
INSIDE OF RETAINING WALL.
AND ALONG FOUNDATION IN
AREA SHOWN. TOP AT EL.
9.5', BOTTOM AT EL. 5.5'
ROP. 10' x 32' DEC
20
& THREADED PLUG
1.5"0 THREADED END CONNECTION
ON END SWEEP ELL/RISER
SCH 40 PVC TO WITHIN ,4" OF GRADE
WEEP ELL OR (2) 45S
5. PIN AND BLOCK RETAINING WALL
SEE DETAIL
5'
USE ADJ. WATER AT EL. 3.5
y� NOTE: INSIDE DIMENSIONS SHOWN
RET. WALL DIMENSIONS AT SAS
SCALE 1"=10'
INFILTRATOR STANDARD
QUICK4 CHAMBER PRESSURE DOSING DETAIL
1.5"SCH40 PVC PRESSURE PIPE WITH HOLES AT 12 O'CLOCK ALL WEATHER PLASTIC
- EVERY 5TH HOLE AT 6 O'CLOCK FOR DRAINAGE !EL.
E STRAP WITH 120 POUNDS
2" DOUBLE WASHED PEASTONE SILE STRENGTH AT EVERY
OVER DOUBLE WASHED 3/4"-1.5" STONE MBER CONNECTION (4' O.C.)
LTRATOR QUICK4 STANDARD
AMBERS 2 ROWS REQUIRED.
N
8.5'
CAP
EL 9.5' �-�KEYSTONE UNIT (OR EQUAL)
PROP. 40 MIL LINER
12 PROVIDE COARSE SAND BACKIILL BEHIND
MASONRY BLOCK UNITS
EXIST. GRADE ELEV. 6.0' -
PROVIDE COARSE SAND OR PEASTONE
BACKFILL DOWN TO FREE DRAINING
CRUSHED STONE BASE- SOIL AT HEEL OF RETAINING WALL
PIN AND BLOCK RETAINING WALL (NTS)
CONSULT MANUFACTURER'S SPECS FOR
DETAILED DESCRIPTIONS AND
INSTALLATION. BATTER BACK PER SPECS.
RETAINING WALL `SECTION:
NOT TO SCALE
1.5" LATERALS WITH 1/4" NOTE: 7B CHAMBERS AND 26 ORIFICES TOTAL
2" CENTRAL FED MANIFOLD ORIFICES 3' O.C. STRAPPED
CHAMBERS 4' GAP OVER CLEANOUT TO GRADE.
37.5' O.A. /
I
.75' 3 ivl 1.2' DOUBLE -WASHED STONE
BETWEEN 2 ROWS OF 9
75' QUICK4 INFILTRATORS, .75'
hh-- STONE AT ENDS, NONE AT
OUTSIDE EDGES.
LEA HING FIELD DETAILS 6.6' X 37.5' D.A.
SCALE 1"=10'
PRESSURE DOSE SPECIFICATIONS
PERFORATION SIZE: 1/4" DIA. - DRILL WITH DRILL PRESS & CLEAN OUT SHAVINGS.
PERFORATION SPACING: 36"I (3') ON CENTER AT 12 O'CLOCK POSITION
(EXCEPT EVERY 5TH AT 6 O'CLOCK FOR DRAINAGE)
LATERAL DIAMETER: 1.6" DIA SCH40 PVC
MANIFOLD DIAMETER: 2" DIA SCH40 PVC
PUMP: MYERS SRM4 4/10 HP SYSTEM OPERATES AT 14' TDH, 38 GPM±
APPROX. 4' RESIDUAL HEAD (IN-LINE PRESSURE) > 2.5' O.K.
25 5075 / 100
SYSTEM CURVE CAPACITY GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
PUMP/SYSTEM CURVE
6.8' ,
INFILTRATOR DETAIL
NOT TO SCALE
SEPTIC DESIGN:
TEST H0 IL OGS
3
WITNESS: AMY VON HONE, RS
2 267.16' TO Y. 113
PERC. RATE _
PROP. RET. WALL
CLASS I
T.W. ELEV. 9.5
Q ELEV.
0"
EXISTING 2 BEDROOM DWELLING
6
(HATCHED - TO BE REMOVED)
TOP FNDN -6.7'
.s
FS
EXISTING
10YR 7/1
DWELLING
16.5
Eli
B
PROP. 24' x 32' DWELLING
TOP FNDN ELEV. 11.0'
FLOOD VENTS PER FOUNDATION
7/5YR 4/3
. DRAWING (BY OTHERS)
ROP. 10' x 32' DEC
20
& THREADED PLUG
1.5"0 THREADED END CONNECTION
ON END SWEEP ELL/RISER
SCH 40 PVC TO WITHIN ,4" OF GRADE
WEEP ELL OR (2) 45S
5. PIN AND BLOCK RETAINING WALL
SEE DETAIL
5'
USE ADJ. WATER AT EL. 3.5
y� NOTE: INSIDE DIMENSIONS SHOWN
RET. WALL DIMENSIONS AT SAS
SCALE 1"=10'
INFILTRATOR STANDARD
QUICK4 CHAMBER PRESSURE DOSING DETAIL
1.5"SCH40 PVC PRESSURE PIPE WITH HOLES AT 12 O'CLOCK ALL WEATHER PLASTIC
- EVERY 5TH HOLE AT 6 O'CLOCK FOR DRAINAGE !EL.
E STRAP WITH 120 POUNDS
2" DOUBLE WASHED PEASTONE SILE STRENGTH AT EVERY
OVER DOUBLE WASHED 3/4"-1.5" STONE MBER CONNECTION (4' O.C.)
LTRATOR QUICK4 STANDARD
AMBERS 2 ROWS REQUIRED.
N
8.5'
CAP
EL 9.5' �-�KEYSTONE UNIT (OR EQUAL)
PROP. 40 MIL LINER
12 PROVIDE COARSE SAND BACKIILL BEHIND
MASONRY BLOCK UNITS
EXIST. GRADE ELEV. 6.0' -
PROVIDE COARSE SAND OR PEASTONE
BACKFILL DOWN TO FREE DRAINING
CRUSHED STONE BASE- SOIL AT HEEL OF RETAINING WALL
PIN AND BLOCK RETAINING WALL (NTS)
CONSULT MANUFACTURER'S SPECS FOR
DETAILED DESCRIPTIONS AND
INSTALLATION. BATTER BACK PER SPECS.
RETAINING WALL `SECTION:
NOT TO SCALE
1.5" LATERALS WITH 1/4" NOTE: 7B CHAMBERS AND 26 ORIFICES TOTAL
2" CENTRAL FED MANIFOLD ORIFICES 3' O.C. STRAPPED
CHAMBERS 4' GAP OVER CLEANOUT TO GRADE.
37.5' O.A. /
I
.75' 3 ivl 1.2' DOUBLE -WASHED STONE
BETWEEN 2 ROWS OF 9
75' QUICK4 INFILTRATORS, .75'
hh-- STONE AT ENDS, NONE AT
OUTSIDE EDGES.
LEA HING FIELD DETAILS 6.6' X 37.5' D.A.
SCALE 1"=10'
PRESSURE DOSE SPECIFICATIONS
PERFORATION SIZE: 1/4" DIA. - DRILL WITH DRILL PRESS & CLEAN OUT SHAVINGS.
PERFORATION SPACING: 36"I (3') ON CENTER AT 12 O'CLOCK POSITION
(EXCEPT EVERY 5TH AT 6 O'CLOCK FOR DRAINAGE)
LATERAL DIAMETER: 1.6" DIA SCH40 PVC
MANIFOLD DIAMETER: 2" DIA SCH40 PVC
PUMP: MYERS SRM4 4/10 HP SYSTEM OPERATES AT 14' TDH, 38 GPM±
APPROX. 4' RESIDUAL HEAD (IN-LINE PRESSURE) > 2.5' O.K.
25 5075 / 100
SYSTEM CURVE CAPACITY GPM
PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP
PUMP/SYSTEM CURVE
6.8' ,
INFILTRATOR DETAIL
NOT TO SCALE
SEPTIC DESIGN:
TEST H0 IL OGS
ENGINEER: CRAIG SHORT, PE
WITNESS: AMY VON HONE, RS
DATE: 5/25/05
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
Q ELEV.
0"
6.0'
26"
10YR 3/1
E
FS
10YR 7/1
29"
B
LS
7/5YR 4/3
36"
OBS WATER
3.0'
C7
FS
84"
tOYR 6/4
C2
(GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 2 BEDROOMS ( 110 GPD) = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2_) = 440
USE A 1500 GALLON SEPTIC TANK COMPARTMENT
LEACHING:
SIDES: 2(37.5 + F.8)l,58) (.'74) = 51
37.5 x 6.8 (.74) = 188
BOTTOM:
TOTAL: 323 S.F. 239 GPD
USE 2 ROWS OF 9 QUICK4 INFILTRATORS, WITH 1.2' STONE BETWEEN
ROWS (0.75' AT ENDS, NONE ON SIDES) PRESSURE DOSE PEF PLAN.
**2 BEDROOM DEED RESTRICTION REQUIRED
LEGEND
PS
l.J WATER GATE
OCATCH BASIN
PROPOSED CONTOUR
�) UTILITY POLE
_�-- ORIFICE ON LATERAL
�C O CLEANOUT
EXISTING CONTOUR
50.5 PROPOSED SPOT GRADE
+49.40 EXISTING SPOT GRADE
CP EXISTING CESSPOOL
E ELECTRIC LINE
S SEWER LINE
-W-W- WATER LINE
G GAS LINE
- 0 AIR VENT, FORCE AIR LINE
G�
lJ GAS GATE
FIRE HYDRANT
S'YQ
TH TEST HOLE
�•�- EXIST. TREES
SEPTIC INSPECTIONS:
INSPECTIONS BY OWNERS ENGINEER REQUIRED FOR SEP n, SYSTEM:
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION S
COMPLETE. (UNSUITABLE SOIL REMOVAL)
2. ENGINEER SHALL STAKE FOOTING PRIOR TO WA PLACJENT
3. ENGINEER SHALL INSPECT WHEN CLEAN FILL HATS BEEN ROPERLY
DEPOSITED (UNSUITABLE SOIL REPLACEMENT)
4. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPOF.NTS AND
PUMP MECHANISMS AFTER INSTALLATION + LEAI TEST 1.FFLE TANK.
INSTALLER SHALL PROVIDE WATER FOR CLEARW'pTER Ti
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH EPARTMIIT THAT
THE RETAINING WALL. SEPTIC SYSTEM AND PUMP 1pECHANl:�,4 HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE AIROVED
PLAN. �
INSTALLER SHALL NOTIFY HEALTH DEPT. OF ALL I SPEC'l
HEALTH DEPARTMENT TO INSPECT AS REQUIRED.
Yarm®61�'FiD
,fns
1i
OF 11TH
MA
APPROVED DATE
fox 508-362-4541
fax 506 362-9880
down cape nglneel g,
CIVIL ENGINEER
LAND SURVEYOR
939 main st. yarmouth, �a 026
LOCATION MAP NTS
ASSESSORS MAP 34 PARCEL 236
ZONING DISTRICT: R-25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
FLOOD ZONE: A11 ELEV. 11 (ENTIRE LOT)
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJ: 0.5
VARIANCES REQUESTED:
TOWN OF YARMOUTH REG 3.7: REDUCTION IN SETBACK
TO WETLAND (100' TO 85' - A 15' VARIANCE)
TITLE 5 VARIANCE REQUESTED:
15.211:
REDUCTION IN SETBACK. SAS TO LOT LINE (10' TO 6')
REDUCTION IN SETBACK, SAS TO FNDN (20' TO 18')
15.248: NO RESERVE
REFERENCE: OB 13263 PG 164
OB 7738 PG 12
DB 1285 PG 1014
PB 72 PG 51
PB 607 PG 16 (LOCUS IS LOT B)
SEE SPECIAL PERMIT #4010 RECORDED IN DB 20817 PG 39
NOTES.
1. VERTICAL DATUM IS NGVD29
2. MUNICIPAL WATER IS EXISTING (RELOCATION REQUIRED)
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOL
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JCN-JTS TO SC I'iA✓c
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 UNLESS NOTED.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
11. LOT DOES NOT LIE WITHIN APD
12. DRYWELLS/DRIP TRENCH PROPOSED FOR ROOF RUN-OFF
13. FLOODZONE FOUNDATION DESIGN REQUIRED (BY OTHERS)
FINAL GRADING AND FOUNDATION DESIGN TO CONFORM TO
FEMA FLOODZONE REGULATIONS.
ALL MECHANICALS SERVICING THE DWELLING, TO INCLUDE
DUCTWORK AND EXTERIOR A/C UNITS, SHALL BE ABOVE THE
FLOODZONE ELEVATION 11.0'
14. PLEASE REFER TO ORDER OF CONDITIONS FOR CONCOM REQMNTS.
15. CONTRACTOR TO NOTIFY DIGSAFE + VERIFY ALL UTILITY LOCATIONS.
TITLE 5 SITE PLAN
OF 126 BREEZY POINT ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DAVID & LYNDA TAGLIAVINI
20 0 20 40 60
SCALE: 1" = 20' DATE: DECEMBER 16, 2005
REV 2/70/06 (CONCOM)
REV 3/2/06 (WALL
)
REV 4/6/06 (PRESSURE DOSE)
ARNE
P.E., P.L.S. DATE
PILE COPY
FILL
20"
A
L5
26"
10YR 3/1
E
FS
10YR 7/1
29"
B
LS
7/5YR 4/3
36"
OBS WATER
3.0'
C7
FS
84"
tOYR 6/4
C2
FS
gg"
10YR 6/2
-2.0
OF 11TH
MA
APPROVED DATE
fox 508-362-4541
fax 506 362-9880
down cape nglneel g,
CIVIL ENGINEER
LAND SURVEYOR
939 main st. yarmouth, �a 026
LOCATION MAP NTS
ASSESSORS MAP 34 PARCEL 236
ZONING DISTRICT: R-25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
FLOOD ZONE: A11 ELEV. 11 (ENTIRE LOT)
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJ: 0.5
VARIANCES REQUESTED:
TOWN OF YARMOUTH REG 3.7: REDUCTION IN SETBACK
TO WETLAND (100' TO 85' - A 15' VARIANCE)
TITLE 5 VARIANCE REQUESTED:
15.211:
REDUCTION IN SETBACK. SAS TO LOT LINE (10' TO 6')
REDUCTION IN SETBACK, SAS TO FNDN (20' TO 18')
15.248: NO RESERVE
REFERENCE: OB 13263 PG 164
OB 7738 PG 12
DB 1285 PG 1014
PB 72 PG 51
PB 607 PG 16 (LOCUS IS LOT B)
SEE SPECIAL PERMIT #4010 RECORDED IN DB 20817 PG 39
NOTES.
1. VERTICAL DATUM IS NGVD29
2. MUNICIPAL WATER IS EXISTING (RELOCATION REQUIRED)
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOL
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JCN-JTS TO SC I'iA✓c
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 UNLESS NOTED.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
11. LOT DOES NOT LIE WITHIN APD
12. DRYWELLS/DRIP TRENCH PROPOSED FOR ROOF RUN-OFF
13. FLOODZONE FOUNDATION DESIGN REQUIRED (BY OTHERS)
FINAL GRADING AND FOUNDATION DESIGN TO CONFORM TO
FEMA FLOODZONE REGULATIONS.
ALL MECHANICALS SERVICING THE DWELLING, TO INCLUDE
DUCTWORK AND EXTERIOR A/C UNITS, SHALL BE ABOVE THE
FLOODZONE ELEVATION 11.0'
14. PLEASE REFER TO ORDER OF CONDITIONS FOR CONCOM REQMNTS.
15. CONTRACTOR TO NOTIFY DIGSAFE + VERIFY ALL UTILITY LOCATIONS.
TITLE 5 SITE PLAN
OF 126 BREEZY POINT ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DAVID & LYNDA TAGLIAVINI
20 0 20 40 60
SCALE: 1" = 20' DATE: DECEMBER 16, 2005
REV 2/70/06 (CONCOM)
REV 3/2/06 (WALL
)
REV 4/6/06 (PRESSURE DOSE)
ARNE
P.E., P.L.S. DATE
PILE COPY