HomeMy WebLinkAboutApp# 52421 x 8 FACIA B(
PAI]
1 x 8 PINE FRIEZE BC
PAI]
1 x 5, PINE CORI
BOA
WHITE CEDAR
® 6" T.W. it n
1 A V ✓VVl\ Vnuu\v
I x 4 WINDOW CASING FRONT ELEVATION
SCALE: 1/4" = i'-0"
REAR ELEVATION
SCALE: 1/4" = 1'-0"
TYPICAL 1 x 6 RAKE TRIM
W/ 1 x 2 DRIP TRIM i
1 x 5, PINE CORNER
BOARDS
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
SECOND FLOOR
SUBFLOOR
CEDAR SHINGII� J
T.W.
FIRST FL00
SUBFLOOR
WHITE CEDAI
® 5" T.W.
S
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
125' x 28' 3 C3N2 CAp� W/ FUI.� C�I.LAP
260 OF LIVING M�A 10 0412�CK
1.01" 36 "ApYN MICNAU pb, YAI?MO
"C' '00'JUL 1 33am11.1U
UTHN
SCALE: 1/4)p = 1'-0" pl�
fy�DATE. 5 11 00 I\I�l�l �TV
�MMG'p UVAVON5
APPROVED
YARMOUTH COMMiT M
00RD /\
29/
ASSESSORS MAP: 124
LOCUS PARCEL: 96
CURRENT ZONING: R-40 (1956 SUBDIVISION)
BUILDING SETBACKS:
�-- F: 30' S: 6' R: 20'
FLOOD ZONE: C
LOCATION MAP
LOT 36 (10,097 SF)
O NC TOP OF
CONCRETE
ETE B BOUND
ELEV= 19.4'
/ F
EN/£
~oo
oo'
20,
i
2f
1.i n
21,
R 22� 7
YOSE��
S
Y38E9itr4�oD 6 � o �,
D oR rvd / 'DO � / oo \ G
qtridt� SSE _+22.2
/ 23
eli
26, i
JZ 43
gEr%
KEY:
EXISTING CONTOUR: - - -
PROPOSED CONTOUR: ........ .....
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:
UTILITY POLE: -O-
FENCE LINE:
HYDRANT: 6 -
RETAINING WALL:
TREE:
DM #
'- BENCHMARK TOP OF
CONCRETE BOUND
ELEV- 23.7'
SEPTIC SYSTEM DESIGN
FLOT ESTIMATE:
2-- BEDROOMS AT 110 CAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 CAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 FLOF'DIFFUSORS WITH 4' OF STONE ALL AROUND
(32'x 12'x 11" DEEP)
SIDE AREA: (32 + 12)2 x 11/12 = 81 (.74) _ 0 GAL/DAY
BOTTOM AREA: 32' x 12' = 384 SF (.74) = 284 GAL/DAY
CAPACITY = 344 CAL/DAY
SEPTIC SYSTEM SECTION
wk -
TOP OF FOUNDATION
T
IL
COVERS WITHIN 12' OF
FINISHED GRADE
VOA'E INSPECTION COVER
B£ WITHIN 6" OF GRADE)
1/E' PFR_ 1/8"
23. � �
ELEV. U�
WALK -our
DECK
7
2B'
FUTURE PROPOSED
24, GARAGE 3 BEDROOM
DWELLING
/4'
28'
PROPOSED DWELLING
2" PEASTONE
314--f 1/2"
WASHED STONE
ELEV.= 23.2
23.25 1500 GAL D -BOX 22.75 e f; 21.7
ELEV. SEPTIC TANK 2292 (6" OF _ELEV. E4 E4 ELEV.
23.5 (6" OF STONE UNDER OR ELEV. STONE E 32'
ELEV. MECHANICALLY COMPACTED) UNDER) 3 FLOWDIFFUSORS WITH 4' OF 5'
TEE SIZES:cAs BAFFLE 2262 STONE ALL AROUND
INLET: 6" UP, 13" DOWN AT OUTLET TEE ELEV. (32 x f2 x 11" DEEP)
OUTLET: 6" UP, 14" DOWN ADJUSTED GROUND WATER ELEV. 16.7
SITE AND SEWAGE PLAN >
APPROVED BY: DATE:
LOCATION. "="-r'00db AM11:18
' N*< 9 KATHARYN MICHAEL RRDAD='
YARMOUTHPORT, MA YeD„^APpROVED
PREPARED FOR: OKHR
REALTY
REEF
�
DEMAREST-k'cLELLAN ENGINEEP.ING63 rrf 11 l"Ire .� SCALE: 1" = 20 DATE:
24 SCHOOL STREET P.O. BOX 4
WEST DENNIS, MASSACHUSETTS 02670 REFERENCE: PLAN BOOK 129, PACE 147
PHONE A- FAX : (508) 39E-7710 THOI!AS MCLELLAN, P.E. JOHN Z. DEMAP.EST JP.., P.LS. REVISED: 6-27-00
5 2--
4
TEST HOLE LOGS
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
�i
ENGINEER: THOMAS McLELLAN, P.E.
2. MUNICAPAL WATER IS AVAILABLE.
WITNESS: AMY VON HONE, R.S.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
DATE: 4-13-00
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
PERCOLATION RATE: < 2 MIN/IN
LOADING SPECIFICATIONS.
5. PIPE PITCH = 1/8" & 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
TH-1 TH-2
22.0
21.0
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ELEV.
ELEV.
7, THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
LOA HORIZON 0/A HORIZON
LOAM}' SAND LOAMY SAND
USE OF A GARBAGE DISPOSAL.
3" fOYR 2/2 217 r foYR 2/2
20.8
S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
B HORIZON B HORIZON
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
LOAMY SAND LOAMY SAND
fOYR 5/8 fOYR 5/8
HEALTH REGULATIONS.
12" 21D 12"
20.0
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
C HORIZON C HORIZON
FINE SAND FINE SAND
TO CONSTRUCTION.
2.5Y 7/3 zsY 7/3
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
120^ 12.0 ff4"
11.5
EXCEED 3.0'.
OBSERVED OBSERVED
11. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
150" GROUND WATER. 11.5 120• GROUND WATER
11.0
12. ALL UNSUITABLE SOIL (A & B HORIZON, APPROX. 12" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
USGS GROUND WATER ADJUSTMENT:
WELL: AfW-247, ZONE: B, ADJUSTMENT: 4.7'
2f
1.i n
21,
R 22� 7
YOSE��
S
Y38E9itr4�oD 6 � o �,
D oR rvd / 'DO � / oo \ G
qtridt� SSE _+22.2
/ 23
eli
26, i
JZ 43
gEr%
KEY:
EXISTING CONTOUR: - - -
PROPOSED CONTOUR: ........ .....
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:
UTILITY POLE: -O-
FENCE LINE:
HYDRANT: 6 -
RETAINING WALL:
TREE:
DM #
'- BENCHMARK TOP OF
CONCRETE BOUND
ELEV- 23.7'
SEPTIC SYSTEM DESIGN
FLOT ESTIMATE:
2-- BEDROOMS AT 110 CAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 CAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 FLOF'DIFFUSORS WITH 4' OF STONE ALL AROUND
(32'x 12'x 11" DEEP)
SIDE AREA: (32 + 12)2 x 11/12 = 81 (.74) _ 0 GAL/DAY
BOTTOM AREA: 32' x 12' = 384 SF (.74) = 284 GAL/DAY
CAPACITY = 344 CAL/DAY
SEPTIC SYSTEM SECTION
wk -
TOP OF FOUNDATION
T
IL
COVERS WITHIN 12' OF
FINISHED GRADE
VOA'E INSPECTION COVER
B£ WITHIN 6" OF GRADE)
1/E' PFR_ 1/8"
23. � �
ELEV. U�
WALK -our
DECK
7
2B'
FUTURE PROPOSED
24, GARAGE 3 BEDROOM
DWELLING
/4'
28'
PROPOSED DWELLING
2" PEASTONE
314--f 1/2"
WASHED STONE
ELEV.= 23.2
23.25 1500 GAL D -BOX 22.75 e f; 21.7
ELEV. SEPTIC TANK 2292 (6" OF _ELEV. E4 E4 ELEV.
23.5 (6" OF STONE UNDER OR ELEV. STONE E 32'
ELEV. MECHANICALLY COMPACTED) UNDER) 3 FLOWDIFFUSORS WITH 4' OF 5'
TEE SIZES:cAs BAFFLE 2262 STONE ALL AROUND
INLET: 6" UP, 13" DOWN AT OUTLET TEE ELEV. (32 x f2 x 11" DEEP)
OUTLET: 6" UP, 14" DOWN ADJUSTED GROUND WATER ELEV. 16.7
SITE AND SEWAGE PLAN >
APPROVED BY: DATE:
LOCATION. "="-r'00db AM11:18
' N*< 9 KATHARYN MICHAEL RRDAD='
YARMOUTHPORT, MA YeD„^APpROVED
PREPARED FOR: OKHR
REALTY
REEF
�
DEMAREST-k'cLELLAN ENGINEEP.ING63 rrf 11 l"Ire .� SCALE: 1" = 20 DATE:
24 SCHOOL STREET P.O. BOX 4
WEST DENNIS, MASSACHUSETTS 02670 REFERENCE: PLAN BOOK 129, PACE 147
PHONE A- FAX : (508) 39E-7710 THOI!AS MCLELLAN, P.E. JOHN Z. DEMAP.EST JP.., P.LS. REVISED: 6-27-00
5 2--
4
ASSESSORS MAP: 124
AT, sA LOCUS PARCEL: 96
CURRENT ZONING: R-40 (1956 SUBDIVISION) �T
'Qo BUILDING SETBACKS: 1 V
F: 30' S: 6' R: 20'
G
r FLOOD ZONE: C
N
4
LOCATION MAP
LOT 36 (10,097 SF)
BENCHMARK TOP OF ,y 6 te+
CONCRETE BOUND
ELEV- 19.4'
/ FE z0 \ `p
20,
zt
21,
4°SE�� o�
21_
2z d
\
/ 23
2�. /FENCE �ONCRETE BOUND OF
ELEV- 237
FENj
KEY:
EXISTING CONTOUR: - - --
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: -$
UTILITY POLE: -0-
FENCE LINE:
HYDRANT: -d-
RETAINING WALL:
TREE: 10
DM # -00-19 -
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON
HONE, R.S.
DATE: 4-13-00
r
PERCOLATION RATE:
< 2 MIN/IN
TH-1
TH-2
22.0
ELE7.
0/A HORIZO,"I
0/A HORIZON
LOAMY SAND
LOAMY SAND
3" IOYR 2/2 2f7
2" YOYR 2/2
RO
Rot;,!
B HORIZON
Y
YARMOUTHPORT, MA
B HORIZON
LOAMY SAND
PREPARED FOR:
LOAMY SAND
12"
lOYR 5/8
4190
12"
lOYR 5/8
SCALE: 1" = 20,
C HORIZON
5-18-00
C HORIZON
FINE SAND
REVISED:
FINE SAND
2.5Y 7/3
2.5Y 7/3
12.0 114'
OBSERVED
OBSERVED
150'
GROUND FATEP.
915
120•
GROUND WATER
USCS GROUND EATER
ADJUSTMENT:
WELL: A1P7-247, ZONE: B. ADJUSTMENT: 4.7'
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/-J
2. MUNICAPAL WATER IS AVAILABLE.
S. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH = 1/8" & 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
21.0 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
20.8 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
20.0 HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
11.5 EXCEED 3.0'.
,-A-)
11. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
11_0 12. ALL UNSUITABLE SOIL (A & B HORIZON, APPROX. 12" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
-I- BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
-31L GAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 FLOY'DIFFUSOP.S WITH 4' OF STONE ALL AROUND
(32' x 12 x 11" DEEP)
SIDE AREA-- (32 + 12)2 x 11/12 = 81 (.74) = 60 GAL/DAY
BOTTO.L.f FJ?EA: 32' x 12'= 384 SF (74) = 284 GAL/DAY
CAPACITY =344 GAL/DAY
SEPTIC SYSTEM SECTION
26.0
TOP OF FOUNDATION
i
1/` PIP
Fr r
L
COVERS WITHIN 12' OF
FINISHED GRADE
(ONE "' ECT ION COVER
f0 BE WITHIN 6" OF GRADE)
1/E
PER,
23:
Fr
ELEV.
WALX-OUT
DECKIF91 7
TURE PROPOSED 28'
24,[FU
ARAGE 3 BEDROOM
DWELLING
14• I I
28'
PROPOSED DWELLING
2" PEASTONE
3/4" - f 1/2"
/- WASHED STONE
ELEV: 23.2
23.25 1500 CAL D -BOX 22.75 1.1 o1.1 Ari Z1.i
ELEV. SEPTIC TANK 2292 (E" OF ELEV <---> 4� ELEV.
23.5 (6' OF STONE UNDER OR ELEV. STONE 32'
ELEV. MECHANICALLY COMPACTED) UNDER) 3 FLOWDIFFUSORS WITH 4' OF 5'
TEE SIZES: GAS BAFFLE 2262 STONE ALL AROUND
(32
INLET: E" UP, 13" DOWN AT OUTLET TEE ELEV. x 12 x 1f" DEEP)
OUTLET: 6" UP, 14" DOWN
DEMAR£ST-YcLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 396-7710
APPROVED BY: DATE:
t
I THOMAS MCLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.11
ADJUSTED GROUND WATER ELEV: 16.7 w
SITE AND SEWAGE
PL
r
y
a
o
LOCATION.
c
,�
cn
9 KATHARYN MICHAEL
RO
Rot;,!
� --�
Y
YARMOUTHPORT, MA
oQ
PREPARED FOR:
REEF_ REALTY
SCALE: 1" = 20,
DATE:
5-18-00
REFERENCE: _PLAN BOOK 129 PACE 147
REVISED:
6-27-00
N
ASSESSORS MAP. 124
LOCUS PARCEL: 96
CURRENT ZONING: R-40 (1356 SUBDIVISION)
"Po BUILDING SETBACKS:
F: 30' S: 6' R: 20'
FLOOD ZONE: C
LOCATION MAP
LOT 36 (10,097 SF)
21,
BENCHMARK TOP OF
CONCRETE BOUND
ELEV= 19.4'
/ FE cE
00 /
20, Zo tg
l
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
N WITNESS: AMY VON HONE, R.S.
Y
DATE: 4-13-00
OHN
PERCOLATION RATE: < 2 MIN/IN
z
TH-1 TH-2
22.0
21_0
ELEV
ELEV.
0/A HORIZON 0/A HORIZON
]�M
LOAMY SAND LOAMY 2% AND
DEMAREST-McLELLAN ENGINEERING
3" fOYR 2/2 21.7 2•
20.8
B HORIZON B HORIZON
WEST DENNIS, MASSACHUSETTS 02670
LOAMY SAND LOAMY SAND
PHONE & FAX : (508) 398-7710
12" fOYR 5/8 21.0 12" fOYR 5/8
20.0
C HORIZON C HORIZON
FINE SAND FINE SAND
2.5Y 7/3 2SY 7/3
rzo" 12D 114"
tfS
OBSERVED OBSERVED
150• GROUND WATER 11S 120• GROUND WATER
f1D
21-
/1c8
1
1
1
1
1
1
vl 8o 1�` 26
Dill I
to?
iFE�yGE
BENCHMARKCONCRETE BOUND OF
1 ELEV- 23.7'
1
23
USGS GROUND WATER ADJUSTMENT:
WELL: A1W-247, ZONE: B, ADJUSTMENT., 4.7'
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH = 1/8" & 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
12. ALL UNSUITABLE SOIL (A & B HORIZON, APPROX. 12" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
FLOW ESTIMATE:
.L BEDROOMS AT 110 GAL/DAY/BEDROOM =330GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 FLOWDIFFUSORS WITH 4' OF STONE ALL AROUND
(32'x 12'x 11" DEEP) ,
SIDE AREA: (32 + 12)2 x 1f/12 = 8f (.74) = 60 GAL/DAY
BOTTOM AREA: 32' x 12' = 384 SF (74) = 284 GAL/DAY
CAPACITY= 344 GAL/DAY
SEPTIC SYSTEM SECTION-
26,0
ECTION
26.0
TOP OF FOUNDATION
f/4
PER
23.25 1500 GAL
ELEV. SEPTIC TANK \
23.5 (6" OF STONE UNDER. OR
ELEV. MECHANICALLY COMPACTED)
KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: .........
Y
EXISTING SPOT ELEVATION: 25.5
OHN
PROPOSED SPOT ELEVATION: 25
z
TEST HOLE: -
UTILITY POLE: -0-
Nc
FENCE LINE: -
HYDRANT: -b-
]�M
RETAINING WALL:
DEMAREST-McLELLAN ENGINEERING
y�
TREE: ; #
24 SCHOOL STREET P.O. BOX 463
v�
WEST DENNIS, MASSACHUSETTS 02670
DM # -00`19 -
PHONE & FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
COVERS WITHIN 12" OF
FINISHED GRADE
VNE INSPECTION COVER
BE WITHIN 6" OF GRADE)
1/8" PER
1 f/B=£ pr
' WALK -OUT -7
DECK �G//
28'
FUTURE PROPOSED
24' GARAGE 3 BEDROOM
DWELLING
14'
28'
PROPOSED DTELLING
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
ELEV.= 23.2
ELEV.21.7
I(D-BOX
2275 �'E-i ELEV.
22.926" OF ELEV. 4'
ELEV. STONE 32' -
UNDER) 3 FLOWDIFFUSORS WITH 4' OF 5'
22.62 STONE ALL AROUND
GAS BAFFLE (32' x 12' x 11" DEEP)
AT OUTLET TEE ELEV.
ADJUSTED GROUND WATER ELEV.= 16.7 v
DATE:
SITE AND SEWAGE PLA ,.
LOCATION'CO
Q N
9 KATHARYN MICHAEL ROA
YARMOUTHPORT MA12
z o
PREPARED FOR: o
REEF REALTY
SCALE: f = 20' DATE: 5-18-00
REFERENCE: PLAN BOOK 129, PAGE 147
REVISED: 6-27-00
Da
1
Y
OHN
z
C?
Nc
THOMAS MCLELLAN, P.E.
JOHN Z. DEMAREST JR, P.LS.
SITE AND SEWAGE PLA ,.
LOCATION'CO
Q N
9 KATHARYN MICHAEL ROA
YARMOUTHPORT MA12
z o
PREPARED FOR: o
REEF REALTY
SCALE: f = 20' DATE: 5-18-00
REFERENCE: PLAN BOOK 129, PAGE 147
REVISED: 6-27-00
Da