HomeMy WebLinkAbout25 Shore Side Drive - Site Plan 5LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
02-225
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 4_ BEDROOMS (110 GPD) = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (_2_) = 880
USE A 1501 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 51.25 x 12 (.74) = 455
TOTAL: 615 S. F. 455 GPD
USE 51.25' x 12' LEACH FIELD OF 2 ROWS EACH OF 7
STANDARD INFILTRATORS EACH, WITH 2' STONE AT SIDES,
2.3' BETWEEN ROWS AND 3.75' AT ENDS
TOP FNDN AT EL. 12,0' MIN SYSTEM PR❑FILE
-,
/-ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
AO:ESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST F WIT91N 6' OF FM. GRADE 2" SLOPE REQUIRED OVER SYSTEM
9.50'
PROPOSED 1500
9 13' GALLON SEPTIC
TANK (H- 10 )
(-.Z-% SLOPE)
DEPTH OF FLOW = 4
TEE SIZES:
INLET DEPTH = loll
OUTLET DEPTH = 14"
FOUNDATION- 18'
RUN PIPE LEVEL
%-FOR FIRST 2'
2�j&8As S 5_fFFLE 8.8 2'
��
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(__L7 SLOPE) ( 1 3 SLOPE)
SEPTIC TANK 6' D' BOX
2" DOUBLE WASH
TESTHOLE LOGS
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE ENGINEER: TED DUMAS, RS
E:75']WITNESS: COLLEEN PELLEY
DATE: 4/24/99
0.75' min cover
9.0' PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
S
ELEV.
0.58'
8.0' o„ ' 8.6'
3/4" TO 1 1/2" DOUBLE WASHED STONE
9' LEACHING 5
FACILITY
BOARD OF HEALTH
MA
APPROVED DATE
NOTE: DWELLING Fool'
S MUST BE MIN. 2' ABOVE
ADJUSTED GROUNDWATER ELEVATION (I.E. BASE OF
FOOTING TO BE AT MINIhUM ELEVATION OF 5.0')
FLOODZONE FOUNDATION DESIGN BY OTHERS
.PROP. ROCK RETAINING WALL, TOP AT EL. 9.0'. PROVIDE 40 MIL
LINER ALONG INTERIOR OF WALL, TOP AT EL. 9.0', BOTTOM AT
EL. 5.0'
,F 7.4
�it 7.4 5 REMOVAL OF UNSUITABLE SOIL REQUIRED
G 7.4 AROUND PERIMETER OF LEACHING FACILITY,
81 DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND,
USE ADJUSTED WATER AT ELEV. 3.0'
(TIDALLY INFLUENCED)
`s
Iv
DE � EXIST. DWELL.
SIDE 07.6 �
�00 44-7 � o. 9.3
110- T + s
BENCH MARK -TOP OF CONC. 0 9.0 9.9 \ 9.3
BOUND.
V. = 8.3 (NGVD) N �I 9,
� i � / O '( \\ � � -PORTION OF NEW p �/
O + 8.2 i FOUNDATION TO
BE SLAB
j k
90
7
r 5.� s.o SFl
41
LOT 8
6'`•, �\
� \ 24,479 SO. FT. yl PRE
8.3\\ \ \\ + NG , * GN GRPSS
PL
9,4
ID
\y 0.3
\ / \d?\�
EXISTING DWELLING (HATCHED AREA)TO BE RAZED AND DEBRIS DISPOSED/ �! �2T? 3
OF AT AN APPROVED SITE`
8.2
F
2`9a. 7.
PROPOSED WOOD ELEVATED 5,6
\ i 1 BOARDWALK OVER EXIST. PATH N /
EXIST. LANDING/STAIRS
EXIST. DWELL. 9.6
F,OG�� GRPSS
.4
E
aF,P'GN 1.7 / �.'`� O .3
'
0
1"10� GRPSS / /
10.0
I 5.8
N EXIST. LANDING/STAIRS
t $ P R
r
FLOODZONE V9 EL. 14 / O
TEST HOLE _OGS
ENGINEER: AH OJALA, PE
DATE: 5/7/03
PERC. RATE _ < 2 MIN/!INCH
CLASS I SOILS F#
FILL
ELEV.
25"
A
_O„
LS
31"
10YR 3/3
B
_
LS
j
38"
1OYR 4/6
5.4'
C
-
MS
84
OBS WATER
1.3
39"
2.5Y 7/3
1.18
TEST HOLE _OGS
ENGINEER: AH OJALA, PE
DATE: 5/7/03
PERC. RATE _ < 2 MIN/!INCH
CLASS I SOILS F#
AFT R0.
w o I
U �
Y �
4 Q7
SHORE SIDE OR.
LOCUS
LOCATION MAP NTS
ASSESSORS MAP 26 PARCEL 142
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF, - LCP 21122A
FLOOD ZONE:
V15 EL. 16, V9 EL. 14 AND A9 EL. 10 (HOUSE IS IN
FLOODZONE A9 EL. 10)
LOT COVERAGE: DECK AND DWELL. = 18%
NGVD NOTES:
1. DATUM IS
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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
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.
10, CONTRACTOR SHALL B= RESPON,�IRLE FOR VERIFYING THE
LUC.r•SION OF ALL_ UV: RURUUND c.t OVE'I-ID LI.IL:'F;ES 'r%MOR
TO COMMENCEMENT OF WORK
11. PROVIDE DRYWELLS TO CONTAIN ALL ROOF RUN-OFF,
TITLE 5 SITE PLAN
OF 25 SHORE SIDE DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: FRAN POLITO
2 I 0 0 20 40 60
SCALE: 1" = 20' DATE: MAY 7, 2003
REV 7/11/03 (DIST)
REV 7/22/03 (ORYWELL NOTE).
REV 9/30/03 (SAS)
ARN.
/�LyO3
S. DATE
off 508-362-4541
\ " to. 508 362-9880
down cape engineering; inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
ELEV.
_O„
FILL
16"
E
_
MS
j
18"
1OYR 7/1
B
-
LS
32"
7.5YR 5/6
15.8'
C
I -
I
MS
2.5Y 6/6
76"
OBS WATER _
1,2.2'
i
I 1_0'
90"
AFT R0.
w o I
U �
Y �
4 Q7
SHORE SIDE OR.
LOCUS
LOCATION MAP NTS
ASSESSORS MAP 26 PARCEL 142
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF, - LCP 21122A
FLOOD ZONE:
V15 EL. 16, V9 EL. 14 AND A9 EL. 10 (HOUSE IS IN
FLOODZONE A9 EL. 10)
LOT COVERAGE: DECK AND DWELL. = 18%
NGVD NOTES:
1. DATUM IS
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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
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.
10, CONTRACTOR SHALL B= RESPON,�IRLE FOR VERIFYING THE
LUC.r•SION OF ALL_ UV: RURUUND c.t OVE'I-ID LI.IL:'F;ES 'r%MOR
TO COMMENCEMENT OF WORK
11. PROVIDE DRYWELLS TO CONTAIN ALL ROOF RUN-OFF,
TITLE 5 SITE PLAN
OF 25 SHORE SIDE DRIVE
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: FRAN POLITO
2 I 0 0 20 40 60
SCALE: 1" = 20' DATE: MAY 7, 2003
REV 7/11/03 (DIST)
REV 7/22/03 (ORYWELL NOTE).
REV 9/30/03 (SAS)
ARN.
/�LyO3
S. DATE
off 508-362-4541
\ " to. 508 362-9880
down cape engineering; inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675