HomeMy WebLinkAboutEngineered Plan - 2001TOP FNDN. AT EL. 21.9'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
GROUND SURFACE AT EL. 21.0± ACCESS COVER (WATERTIGHT) TO;
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM GROUND SURFACE AT EL. 19.5±
lett
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE I MIN 18"
19.4T. FOR FIRST 2' \ '
(ALL PROPOSED 1.500 17.43
INVERTS) 18.46' if
GALLON SEPTIC 18.21'
TANK (H- 10) GAS 16.95' c� 1fi.93'" 3' ALL
BAFFLE 17.12' oo�o AROUND
DEPTH OF FLOW =
TEE SIZES: �--6" CRUSHED STONE OR MECHAN{CAL 2 I
COMPACTION. (15.221 [2]) 14"
§$
�$ o�g
INLET DEPTH = �Q a
� oo 14.93'
OUTLET DEPTH = 14'
(MIN 2% SLOPE) (MIN 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE!,
(MIN 1 % SLOPE)
FOUNDATION_® 18' SEPTIC TANK 76' D -BOX 4' LEACHING FACILITY
35'_/ 5P
2g; SYSTE PROFILE j
(NOT TO SCALE)
LEGEND
i
EXISTING WATER LINE
SITE LOCUS
TOP FNDN. AT EL. 21.9'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
GROUND SURFACE AT EL. 21.0± ACCESS COVER (WATERTIGHT) TO;
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM GROUND SURFACE AT EL. 19.5±
lett
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE I MIN 18"
19.4T. FOR FIRST 2' \ '
(ALL PROPOSED 1.500 17.43
INVERTS) 18.46' if
GALLON SEPTIC 18.21'
TANK (H- 10) GAS 16.95' c� 1fi.93'" 3' ALL
BAFFLE 17.12' oo�o AROUND
DEPTH OF FLOW =
TEE SIZES: �--6" CRUSHED STONE OR MECHAN{CAL 2 I
COMPACTION. (15.221 [2]) 14"
§$
�$ o�g
INLET DEPTH = �Q a
� oo 14.93'
OUTLET DEPTH = 14'
(MIN 2% SLOPE) (MIN 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE!,
(MIN 1 % SLOPE)
FOUNDATION_® 18' SEPTIC TANK 76' D -BOX 4' LEACHING FACILITY
35'_/ 5P
2g; SYSTE PROFILE j
(NOT TO SCALE)
ExIsrlNc 9.93'
BUILDING f
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
DESIGN FLOW: 5 BEDROOMS ( 110 GPD)S5 GPD
USE A 550 GPD DESIGN FLOW
PROPOSED POOL FENCE IN ACCORDANCE
WITH STATE AND LOCAL REGULATIONS �.�
SEPTIC TANK: 550 GPD (2 ) = 1100
/ USE A 15-Q.Q._ GALLON SEPTIC TANK Y.
EXIN � LEACHING:
2(56
~ + 8.83)2
DWELLING G
SIDES: .= 259.32 S.F.
G
BOTTOM: 56 x 8.83 = 494.48 S.F.
TOTAL: 753.8 S.F. X 0.74 = 558 GPD > 550 OK
COQ ���G o3 ti� o
USE (8) H-20 HIGH CAPACI"Y INFILTRATORS WITH
?n' cT�nir nl I APC.U�In
,,A. PROPOSED i SYSTEM DE�►IGN DATA
LEGEND
O/
EXISTING WATER LINE
SITE LOCUS
-- 16 ---
EXISTING CONTOUR
+16.27
EXISTING SPOT GRADE
/ WEST DENNIS
16
PROPOSED CONTOUR
x174
PROPOSED SPOT GRADE
(�
EXISTING TREES (TYP.)
LOCUS MAP
SCALE = NTS
UTILITY POLE
C.O.
CLEAN OUT
EDGE OF LAWN
TH1
®
SOIL TEST HOLE
SEE TEST HOLE LOG(S)
PROPOSED SEPTIC TANK
Lam]
PROPOSED LEACH FIELD
NOT ALL SYMBOLS MAY APPEAR IN DRAWING
ExIsrlNc 9.93'
BUILDING f
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
DESIGN FLOW: 5 BEDROOMS ( 110 GPD)S5 GPD
USE A 550 GPD DESIGN FLOW
PROPOSED POOL FENCE IN ACCORDANCE
WITH STATE AND LOCAL REGULATIONS �.�
SEPTIC TANK: 550 GPD (2 ) = 1100
/ USE A 15-Q.Q._ GALLON SEPTIC TANK Y.
EXIN � LEACHING:
2(56
~ + 8.83)2
DWELLING G
SIDES: .= 259.32 S.F.
G
BOTTOM: 56 x 8.83 = 494.48 S.F.
TOTAL: 753.8 S.F. X 0.74 = 558 GPD > 550 OK
COQ ���G o3 ti� o
USE (8) H-20 HIGH CAPACI"Y INFILTRATORS WITH
?n' cT�nir nl I APC.U�In
,,A. PROPOSED i SYSTEM DE�►IGN DATA
ASSESSORS MAP: 51 PARCEL: 33
n17 CURRENT ZONING DISTRICT: RS -40
u �� ILLS U YARD SETBACKS:*
FRO = 0'
DE = 20'
REAR = 20'
-- _ *VERIFY WITH TOWN OFFICIALS
PLAN REF: BOOK 192 PAGE 111
FLOOD ZONE: B (FIRM MAP PANEL #250015.0004 C)
R CRAWL SPACES
26 40 - FT. �' l
C. i NOTES:
1q� A ® c.o, O
T"' / PROPOSED eo 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ONQuo �'
•�� ADDITION / THIS PLAN IS APPROXIMATE PRIOR TO ANY EXCAVATION ON THIS
/
EXIST. DWELLING / 6�
21 N / TOP FNDN = 21.9' DEPTH (IN.) TH�i ELEVATION (FT.)
.�
\ �,� 0" ` 21.1
a 20 r/ \ PROP. CFI ak'
GARAGE ���) P FILL
6 \ �\ c �� �� 10 YR 3/ 1
SOIL CLASS: I
� AFS, �� \� ,� Q 4Q" ; 17.77 PERC RATE: <2 MIN./INCH
\ \ �LOAMY COAn;SE SAND BOTTOM PERC: 104"
21 ,' 10 YR 4/4 DATE: JAN 3, 2001
60" 16.10 ENGINEER: R. JUDD, S.E.
Clsw. WITNESS: A. VON HONE, R.S.
MEDIUM SAND EXCAVATOR: R. ELLIS
10 YR 6/6
NOTE: AVOID �� �� p�' 134" 9.93
CUTTING TREES IN 1 �'" �`' NO WATER ENCOUNTERED
SAS AREA IF
POSSIBLE. TEST HOLE LOG
(NOT TO SCALE)
Sao fi 5' REMOVAL OF UNSUITABLE SOIL REQUIRED I.
AROUND PERIMETER OF SYSTEM, DOWN TO
i� SUITABLE SOIL LAYER. REPLACE WITH CLEAN
i ti+MED. SAND. ENGINEER TO INSPECT AND
Y IU3 CERTIFY REMOVAL
off 508-362-4541
fox 508 362-9880
SITE PLAN
N ��� BENCHMARK - HYDRANT ON TAG BOLT
SCALE: 1" t=�3i0' oo #155 ELEV. = 21.14 (ASSMD QUAD) down cope engineering, inc.
BOARD OF HEALTH
G7-4-61
-4 4 ` MA
00-344 KpppnvFn DATE
i' CIVIL ENGINEERS
LAND SURVEYORS
9 main st. yarmouth, ma 02675
DATE
SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72
HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY
OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT
IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. MUNICIPAL WATER IS EXISTING
3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR
15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS.
4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
6. PIPE JOINTS TO BE MADE WATERTIGHT.
7. WATER TEST D -BOX FOR LEVELNESS.
8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER
PROPOSED SYSTEM.
12. VERTICAL DATUM APPROXIMATED FROM QUAD
TITLE 5 SITE PLAN
OF 123 PLEASANT STREET
IN THE TOWN OF:
SOUTH YARMOUTH
PREPARED FOR:
SHERMAN BALDWIN
30 0 30 60 90
SCALE: 1" 30' DATE: FEBRUARY 14, 2001
Is
SOUTH YARMOUTH\H
O/
SITE LOCUS
o / ,
Q
/ WEST DENNIS
LOCUS MAP
SCALE = NTS
ASSESSORS MAP: 51 PARCEL: 33
n17 CURRENT ZONING DISTRICT: RS -40
u �� ILLS U YARD SETBACKS:*
FRO = 0'
DE = 20'
REAR = 20'
-- _ *VERIFY WITH TOWN OFFICIALS
PLAN REF: BOOK 192 PAGE 111
FLOOD ZONE: B (FIRM MAP PANEL #250015.0004 C)
R CRAWL SPACES
26 40 - FT. �' l
C. i NOTES:
1q� A ® c.o, O
T"' / PROPOSED eo 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ONQuo �'
•�� ADDITION / THIS PLAN IS APPROXIMATE PRIOR TO ANY EXCAVATION ON THIS
/
EXIST. DWELLING / 6�
21 N / TOP FNDN = 21.9' DEPTH (IN.) TH�i ELEVATION (FT.)
.�
\ �,� 0" ` 21.1
a 20 r/ \ PROP. CFI ak'
GARAGE ���) P FILL
6 \ �\ c �� �� 10 YR 3/ 1
SOIL CLASS: I
� AFS, �� \� ,� Q 4Q" ; 17.77 PERC RATE: <2 MIN./INCH
\ \ �LOAMY COAn;SE SAND BOTTOM PERC: 104"
21 ,' 10 YR 4/4 DATE: JAN 3, 2001
60" 16.10 ENGINEER: R. JUDD, S.E.
Clsw. WITNESS: A. VON HONE, R.S.
MEDIUM SAND EXCAVATOR: R. ELLIS
10 YR 6/6
NOTE: AVOID �� �� p�' 134" 9.93
CUTTING TREES IN 1 �'" �`' NO WATER ENCOUNTERED
SAS AREA IF
POSSIBLE. TEST HOLE LOG
(NOT TO SCALE)
Sao fi 5' REMOVAL OF UNSUITABLE SOIL REQUIRED I.
AROUND PERIMETER OF SYSTEM, DOWN TO
i� SUITABLE SOIL LAYER. REPLACE WITH CLEAN
i ti+MED. SAND. ENGINEER TO INSPECT AND
Y IU3 CERTIFY REMOVAL
off 508-362-4541
fox 508 362-9880
SITE PLAN
N ��� BENCHMARK - HYDRANT ON TAG BOLT
SCALE: 1" t=�3i0' oo #155 ELEV. = 21.14 (ASSMD QUAD) down cope engineering, inc.
BOARD OF HEALTH
G7-4-61
-4 4 ` MA
00-344 KpppnvFn DATE
i' CIVIL ENGINEERS
LAND SURVEYORS
9 main st. yarmouth, ma 02675
DATE
SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72
HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY
OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT
IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. MUNICIPAL WATER IS EXISTING
3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR
15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS.
4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
6. PIPE JOINTS TO BE MADE WATERTIGHT.
7. WATER TEST D -BOX FOR LEVELNESS.
8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER
PROPOSED SYSTEM.
12. VERTICAL DATUM APPROXIMATED FROM QUAD
TITLE 5 SITE PLAN
OF 123 PLEASANT STREET
IN THE TOWN OF:
SOUTH YARMOUTH
PREPARED FOR:
SHERMAN BALDWIN
30 0 30 60 90
SCALE: 1" 30' DATE: FEBRUARY 14, 2001
Is