HomeMy WebLinkAbout83-1560 - Site Plan002LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
5-6
6.35.7
6.3
6.3
F
3
F
SEPTIC
DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN
FLOW:
3- BEDROOMS
(110 GPD) = 330 GPD
USE A
330 GPD
DESIGN FLOW
SEPTIC
TANK:
330 GPD ( 2 )
= 660
USE A
?500
GALLON SEPTIC
TANK
LEACHING:
AFTER INSTALLATION
USED FOR LOT LINE STAKING.
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
N/A
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
SIDES:
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH
BOTTOM:
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
30 x 15 (.74)
= 333
:PROPOSEDJ1
)
TOTAL:
450
S. F.
333 GPD
USE 2
ROWS
OF 4 STANDARD
INFILTRATORS WITH 3'
STONE AT SIDES 3.3' BETWEEN ROWS AND 2.5' AT
ENDS
APPROVED
DATE
BOARD OF HEALTH
MA
FIRST FLOOR MIN. ELEV. 12.0'
SYSTEM PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
� ACCESS COVER (WATERTIGHT) TO ENGINEER: ARNE H. OJALA, PE
1 O.6 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 9 25' AMY VON HONE, RS
2% SLOPE REQUIRED OVER SYSTEM WITNESS:
TEE SIZES:
INLET DEPTH
OUTLET DEPTH = 14"
FOUNDATION- 14' SEPTIC TANK 12' -- D' B0:
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
Z AROUND PERIMETER OF SYSTEM DOWN TO
Z SUITABLE SOIL LAYER. REPLACE WITH CLEAN
y MEDIUM SAND. ENGINEER TO INSPECT AND
s 2 CERTIFY REMOVAL
7.2 F
--,
LOT 7A
EXISTING �
II J1y 5 F HOUSE. 6 `
7.
j 118R EXIST. DWELL. TO BE
REMOVED AND DISPOSED
1 AT AN APPROVED SITE
!V�� J�154
7.2
-V�� FENCf�.6
7.
7.7 _
4 {'.
13 � I � a /� � 50'��'��'•,
7.2
+1 5.6
I I 1 f c
C�o i
7 B
f , !
7.
I 1.4 l I ! 2.9'8 LOT 5A
1 �• I a' 1 / 13.900 SF± '
�)
4.4- -- 0.32 ACRE±
I I -'0
rn
I
ff ,
I }b�
F1
6D �
7.0
4
98-391
RIM
si.,
7 m
Cs- 6.9 PAVED
DRIVE
7.4 �.% �" i 6��. (REMOVE)
7.5 7 /
PROP. CONCRETE RETAINING WALL AT ELEV. 8.5'
0 6.0
I
I
1 o N 101
^ m t3
I ,SLP P� � I✓_.P�..' f
7.t y.0
75
74 x
C FENCE ACCESS STEPS
SHED 7.5
7., 7.4._�
LOT 5A
EXISTING
HOUSE
6.9
0
WATER GATE
ELEV = 6.81'
NGVD
PROPOSED DRIVEWAY
2
6.4 ,•
'Sro
6.6
R
PROP, DWELLING
MIN, FIRST FLOOR ELEVATION 12.0
6 MIL POLY VINYL A%' MASTIC
EL. 8.5' 10 I ON INSIDE OF RETAINING ',HALL
(6) #3 BARS CONT. FOR
-I HORIZONTAL REINFORCEMENT
EL. 6.3'
#3 BARS 16" O.C. FOR VERTICAL
REINFORCEMENT
6"
4.3' BASE EL.
SAND&GRAVEL FILL
COMPACTED
CONC. RET. WALL (NTS)
USE ADJ. WATER ELEV. AT 2.5'
(TIDALLY INFLUENCED)
LOAM FILL
12"
SAND FILL
72" OBS. wnrEe 0.4
P EAT
120" 1 1 -3.6'
C
MS
144" 1 -5.6'
NOTES:
i00tE
DATUM IS NGVD
SITE LOCUS
I
RUN PIPE LEVEL Y' DOUBLE WASHED PEASTONE
DATE: 3/3/99
LEWIS
POND
it
SOUND
5.
11.0'±
6,
(�
LOCUS
FOR FIRST 2
8.5'
< 2
PERC. RATE _ICI;If
MIN/INCH
AFTER INSTALLATION
USED FOR LOT LINE STAKING.
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
SUBSTANTIAL COMPLIANCE WITH THE APPROVED
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
869
:PROPOSEDJ1
)
TO COMMENCEMENT OF WORK.
8.15'
0 8.08'
_ o
GLASS SOILS
P#
SITE PLAN
` of
o00
8.32'
0.58'
_
IN
THE TOWN OF:
MIN
(SOUTH) YARMOUTH
PREPARED FOR: BONNIE BROWNING
%•5'
SCALE: 1" = 20' DATE: JUNE 21, 2001
( 2 % SLOPE)
�6" CRUSHED STONE OR MECHANICAL
oo�g
-- o"�'o
ELEV.
COMPACTION. (15.221 12])
Ep
DEPTH
OF FLOW 4 ( % SLOPE) ( % SLOPEI .s/4" TO 1 1 /9" nnURI F WASHFn STONE
0"
6.4'
TEE SIZES:
INLET DEPTH
OUTLET DEPTH = 14"
FOUNDATION- 14' SEPTIC TANK 12' -- D' B0:
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
Z AROUND PERIMETER OF SYSTEM DOWN TO
Z SUITABLE SOIL LAYER. REPLACE WITH CLEAN
y MEDIUM SAND. ENGINEER TO INSPECT AND
s 2 CERTIFY REMOVAL
7.2 F
--,
LOT 7A
EXISTING �
II J1y 5 F HOUSE. 6 `
7.
j 118R EXIST. DWELL. TO BE
REMOVED AND DISPOSED
1 AT AN APPROVED SITE
!V�� J�154
7.2
-V�� FENCf�.6
7.
7.7 _
4 {'.
13 � I � a /� � 50'��'��'•,
7.2
+1 5.6
I I 1 f c
C�o i
7 B
f , !
7.
I 1.4 l I ! 2.9'8 LOT 5A
1 �• I a' 1 / 13.900 SF± '
�)
4.4- -- 0.32 ACRE±
I I -'0
rn
I
ff ,
I }b�
F1
6D �
7.0
4
98-391
RIM
si.,
7 m
Cs- 6.9 PAVED
DRIVE
7.4 �.% �" i 6��. (REMOVE)
7.5 7 /
PROP. CONCRETE RETAINING WALL AT ELEV. 8.5'
0 6.0
I
I
1 o N 101
^ m t3
I ,SLP P� � I✓_.P�..' f
7.t y.0
75
74 x
C FENCE ACCESS STEPS
SHED 7.5
7., 7.4._�
LOT 5A
EXISTING
HOUSE
6.9
0
WATER GATE
ELEV = 6.81'
NGVD
PROPOSED DRIVEWAY
2
6.4 ,•
'Sro
6.6
R
PROP, DWELLING
MIN, FIRST FLOOR ELEVATION 12.0
6 MIL POLY VINYL A%' MASTIC
EL. 8.5' 10 I ON INSIDE OF RETAINING ',HALL
(6) #3 BARS CONT. FOR
-I HORIZONTAL REINFORCEMENT
EL. 6.3'
#3 BARS 16" O.C. FOR VERTICAL
REINFORCEMENT
6"
4.3' BASE EL.
SAND&GRAVEL FILL
COMPACTED
CONC. RET. WALL (NTS)
USE ADJ. WATER ELEV. AT 2.5'
(TIDALLY INFLUENCED)
LOAM FILL
12"
SAND FILL
72" OBS. wnrEe 0.4
P EAT
120" 1 1 -3.6'
C
MS
144" 1 -5.6'
ASSESSORS MAP 25 PARCEL 28
ZONING DISTRICT: R-25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. -
FLOOD ZONE: Al2 ELEV, 12
NOTES:
i00tE
DATUM IS NGVD
SITE LOCUS
I
3.
II
LEWIS
POND
it
SOUND
5.
NANTUCKET
6,
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LOCUS
MAP
SCALE:
NTS
AFTER INSTALLATION
USED FOR LOT LINE STAKING.
ASSESSORS MAP 25 PARCEL 28
ZONING DISTRICT: R-25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. -
FLOOD ZONE: Al2 ELEV, 12
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.
DEPOSITED
ENVIRONMENTAL CODE TITLE V.
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
AFTER INSTALLATION
USED FOR LOT LINE STAKING.
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
SUBSTANTIAL COMPLIANCE WITH THE APPROVED
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LUCATiON OF ALi_ UNDERGF:O'ND & OVERHEAD UHLITIEa PRIOR
TO COMMENCEMENT OF WORK.
11.
PUMP AND REMOVE EXISTING SEPTIC SYSTEM
12.
DRYWELLS/TRENCHES REQUIRED FOR ROOF RUN-OFF
SITE PLAN
` of
#125 PAWKANNAWKUT DRIVE
IN
THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BONNIE BROWNING
20 0 20 40 60
SCALE: 1" = 20' DATE: JUNE 21, 2001
REQUIRED
INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL
INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL
STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL
INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
4. ENGINEER SHALL
INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
5. ENGINEER SHALL
INSPECT AND CERTIFY SEPTIC COMPONENTS
AFTER INSTALLATION
ENGINEER SHALL CERTIFY
TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL AND SEPTIC SYSTEM HAVE
BEEN INSTALLED IN
SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
7/17/61/
DATE.
off 508-362-4541
ye fav 508 362-9880
I
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675