HomeMy WebLinkAboutEngineered Plan - 2018BENCH MARK --MAG. NAIL SET
IN PAVEMENT= 4.31 NAVD88
BENCH MARK --MAG. NAIL SET
IN PAVEMENT= 5.33 NAVD88
AVERAGE GRADE AT
STREET UNE=4.5
JOB NO. Y18-02
NOTES Jumes4.dwg
1. LOCUS IS A.M. 15, PARCEL 12, FB 33/52 SB 14/44
2. ELEVATIONS SHOWN ARE NAVD88 BASEQ UPON RM24/RM21 AND VERTCON.
LOT COVERAGE 3. LOCUS IS IN FLOOD ZONES AE(EL. 11) & V ON FIRM DATED JULY 16, 2014_ . Sea Gull Road
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) c j
HOUSE & GARAGE 1528±S.F. 5. MUNICIPAL WATER IS AVAILABLE, LOTS) WITHIN 100' ARE ON TOWN WATER.
PORCH/DECKS ABOVE 192±S.F. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. adio
TOTAL 1720±S.F. 7. INLET TEE TO PROJECT DOWN 13 , OUTLET TEE DOWN 14". 0 R
1720 S.F./796 S.F=21.6% COVER 8. IF TWO OR MORE LINES, WATER TEST D� a BOX FOR EQUAL FLOW ane
3A 2J D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. <
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. co ontroiled NOT TO
4 2.4 Access SCALE
COVERS: BUILD UP COVERS- 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 T0; 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP
SALTMARSH 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
1 X 2.2F CONTACT THE BOARD OF HEALTH, OR .J. CADILLAC.
- z 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
e all �--
`-Br- 6fordJ- +.2,33 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
wetlqnd 13. PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIR c; IED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5A. D LOCAL REGULATIONS. p 5
TEST HOLE DATE: March 1, 2018 (full moon) 4"
RAISE GRADES PERFORME ' BY: Ron Cadillac, Soil Evaluator
AS SHOWN WITNESSED BY: Amy Von Hone, RS, CHO lilt
X 4 PERC RATES� <2'-00"/inch (B layer)
PROP. DRIVE t% 11.2 SOIL SURVLY'(1993): Hooksan-Dune land complex, hilly
Pervious Paver Blocks BEGIN WORK LIMIT FOUNDATION DESIGN Top Foundation GEOLOGIC M P(1986): Dune deposits 26" a
44.0 � BY OTHERS 34"
4.31 Ln Invert 7.55
\ Hydrant o \ 8.cJ Proposed Invert 7.06 20 --ARC 36LP CHAMBERS
-=�� `° �o° I Use Gas Baffle
� 0.93 � � N /F � Invert 6.83
d e pgve P\T\e�t 4:�3 LANE 3 X18 0 x 4.7 �`` o i' Proposed Top Units=7.2 64"
E_9. 4.3 TOW OF YARMOUTH
5., .9 LOT 14A N S-1 /4"/ft 9" cover ! ® Filter Cloth
DO2 7,963S.F. x 417 s 1500 Gal. S-1 /8"/ft 3" Max.
X1 x �� Invert 7.31 � �nspectlon Port
4��---- q q, Septic Tank r
Proposed ------------ 3 g" >,
I I
0/A layer 10yr 3/4
sandy loam
E layer 10yr 6/3
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
medium sand
observed water
.8
4.9
3.0
0.5
cD .41 a_- 7 - - -r H DECKS 120
• 5.33 ,v x 5 �� 19' ,a PROP• 19�}S f� 6 2 HIGH PAVER BLOCK WALL I •2
_ _ -.. ^i 4.877.
i y
'o .- - ..... J '� 4.8
EXISTING HOUSE SHAD D 733±S.F I „ , 6.5
•..----' � �' �� OSEp� ' ` ,,� ( �) Invert 7.00 Invert 6.82
PROP - 1V. : PROP `� ; 6 Stone or compact Pro sed 1 5 Bottom Level
5.4 0 °= •5 GAR. Y.: pWELL1NG N ��\� `WORK LIMIT -RUN SILf FENCE ALONG EXISTING FENCE (3' BEYOND PROP. WALL) I I , Prop Proposed � �
::.: 4.6 _ II / TEST HOLE 2
::::::: 1 �. I ► i Iv I
o $ To pun I Z �� EXIST. DECK & SHOWk
13.3 ::::�....... 2 p •rs FI -12.2 5 4 S F I 1 1 6
FI R 6 � �'-' '� ' ' I I --I Monitor Well readin 1.5 6 13 14
OUSE u,\ d 0.2t �,� I --I I r--- 0,
EXISNo 47 5.6 TH 2 Slab.=8.5 Top F. ab.= 5 /� 2 ' OPTIONAL i I (D I
o �:: 0 1 c°► < 1.0' Adjustment
n w .7 p . .15.: "
` 8 HIGH RET. WAL _ CD DEPTH (inches) ELEV.(feet)
COD
x5 WOOD OR PAVERS - Observed Water=0.5 0
x 5,7 �� i ...: �� �_ 5.3 TAPER ENDS Q E S I G N DATA
N /F ,
�• w '� - "' � '` 3 ' 1 rn EXIST. SHEDS LEACH AREA
CURRIER 5x� Show. _, •r..- �� 202ts.F. i BEDROOMS: 3 „
:.:...i.y,�-, / GARBAGE GRINDER: o
�5..;:-- USE 20 ARC 35LP CHAMBERS, AS SHOWN
...............................................
...:...:.....................:..........::.... .
;:•::;:::::::::: y REQUIRED CAPACITY: 30. GPD ,>
2 HIGH PAVER BLOCK WALL 6_ X1'-1;• FOR A 50 X 5 -8 X 3.8 DEEP LEACH
I
• � , �' � • �. •••• I ,, PROPOSED SEPTIC TANK: - 1 00 GAL.
1 . , �_�.;- - �:•Y•-•-:::::::::: AREA.
11•$ 25 LONG IMPERVIOUS BARRIER .-:r�-- EFFECTIVE LEACHING AREA 73 SF
� --` 4.9 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 5' REMOVAL ,�
CONVENTIONAL LEACH RESERVE L w - x � `ul 20 UNITS X 23.65 SF/UNIT=473 SF(EFFE TIVE) DO 5' ALL AROUND REMOVAL DOWN TO 34
10 DESIGN CAPACITY: 30 GPD
12 ARC36LN (3.8 INV.) T [(473 SF) X .74 GPD/SF]
WITH 22" STONE ON SIDES x 5.7 w
„ � S '83'18 30 � B LAYER AT ELEV. 4.7
AND APPROX. 28 ON ENDS °
TO MAKE 6'6" X 64'-7"X3.8" Sa'R D2 _ � 6.0 "
DEEP LEACH BED -343.9 GPD I o END WORK per
g, Half 2 DEEP BARRIER 64
3' WIDE ' LIMIT I P USE 25' OF BARRIER, AS SHOWN, AT END
SWALE OF LEACHING REMOVAL. TOP OF BARRIER=7.2
' _ I BOTTOM BARRIER=6.0
N /F LAND TO SOUTH IS HIGHER. I
��••// TSEN G OWNER TO SOUTH IS ALLOWING 4 DUNE
FILL TO BE PLACED ON HIS N F I o 120"
LOT LINES TO BE STAKED PRIOR TO WALL CONSTRUCTION.
IF
DWELLING HAS GUTTERS,
DOWN SPOUTS ARE TO
RUN
ZONING DISTRICT: R--25
IF
FRONT YARD 20.9'*
TRENCHING FOR ROOF
o
SIDE YARD 15'
8
PROPOSED CONTOUR
REAR YARD 20'
UTILITY POLE (IF SHOWN)
®
MAX. BUILD. COVERAGE 25%
X
z
*(11.8' + 30'/2=20.9') PER 203.5. (I)
TREE (IF SHOWN, NOT ALL SHOWN)
z
a
REV 10/30/2018 --CIRCULAR DRIVE
J
BENCH MARK --MAG. NAIL SET
IN PAVEMENT= 4.31 NAVD88
BENCH MARK --MAG. NAIL SET
IN PAVEMENT= 5.33 NAVD88
AVERAGE GRADE AT
STREET UNE=4.5
JOB NO. Y18-02
NOTES Jumes4.dwg
1. LOCUS IS A.M. 15, PARCEL 12, FB 33/52 SB 14/44
2. ELEVATIONS SHOWN ARE NAVD88 BASEQ UPON RM24/RM21 AND VERTCON.
LOT COVERAGE 3. LOCUS IS IN FLOOD ZONES AE(EL. 11) & V ON FIRM DATED JULY 16, 2014_ . Sea Gull Road
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) c j
HOUSE & GARAGE 1528±S.F. 5. MUNICIPAL WATER IS AVAILABLE, LOTS) WITHIN 100' ARE ON TOWN WATER.
PORCH/DECKS ABOVE 192±S.F. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. adio
TOTAL 1720±S.F. 7. INLET TEE TO PROJECT DOWN 13 , OUTLET TEE DOWN 14". 0 R
1720 S.F./796 S.F=21.6% COVER 8. IF TWO OR MORE LINES, WATER TEST D� a BOX FOR EQUAL FLOW ane
3A 2J D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. <
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. co ontroiled NOT TO
4 2.4 Access SCALE
COVERS: BUILD UP COVERS- 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 T0; 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP
SALTMARSH 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
1 X 2.2F CONTACT THE BOARD OF HEALTH, OR .J. CADILLAC.
- z 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
e all �--
`-Br- 6fordJ- +.2,33 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
wetlqnd 13. PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIR c; IED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5A. D LOCAL REGULATIONS. p 5
TEST HOLE DATE: March 1, 2018 (full moon) 4"
RAISE GRADES PERFORME ' BY: Ron Cadillac, Soil Evaluator
AS SHOWN WITNESSED BY: Amy Von Hone, RS, CHO lilt
X 4 PERC RATES� <2'-00"/inch (B layer)
PROP. DRIVE t% 11.2 SOIL SURVLY'(1993): Hooksan-Dune land complex, hilly
Pervious Paver Blocks BEGIN WORK LIMIT FOUNDATION DESIGN Top Foundation GEOLOGIC M P(1986): Dune deposits 26" a
44.0 � BY OTHERS 34"
4.31 Ln Invert 7.55
\ Hydrant o \ 8.cJ Proposed Invert 7.06 20 --ARC 36LP CHAMBERS
-=�� `° �o° I Use Gas Baffle
� 0.93 � � N /F � Invert 6.83
d e pgve P\T\e�t 4:�3 LANE 3 X18 0 x 4.7 �`` o i' Proposed Top Units=7.2 64"
E_9. 4.3 TOW OF YARMOUTH
5., .9 LOT 14A N S-1 /4"/ft 9" cover ! ® Filter Cloth
DO2 7,963S.F. x 417 s 1500 Gal. S-1 /8"/ft 3" Max.
X1 x �� Invert 7.31 � �nspectlon Port
4��---- q q, Septic Tank r
Proposed ------------ 3 g" >,
I I
0/A layer 10yr 3/4
sandy loam
E layer 10yr 6/3
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/3
medium sand
observed water
.8
4.9
3.0
0.5
cD .41 a_- 7 - - -r H DECKS 120
• 5.33 ,v x 5 �� 19' ,a PROP• 19�}S f� 6 2 HIGH PAVER BLOCK WALL I •2
_ _ -.. ^i 4.877.
i y
'o .- - ..... J '� 4.8
EXISTING HOUSE SHAD D 733±S.F I „ , 6.5
•..----' � �' �� OSEp� ' ` ,,� ( �) Invert 7.00 Invert 6.82
PROP - 1V. : PROP `� ; 6 Stone or compact Pro sed 1 5 Bottom Level
5.4 0 °= •5 GAR. Y.: pWELL1NG N ��\� `WORK LIMIT -RUN SILf FENCE ALONG EXISTING FENCE (3' BEYOND PROP. WALL) I I , Prop Proposed � �
::.: 4.6 _ II / TEST HOLE 2
::::::: 1 �. I ► i Iv I
o $ To pun I Z �� EXIST. DECK & SHOWk
13.3 ::::�....... 2 p •rs FI -12.2 5 4 S F I 1 1 6
FI R 6 � �'-' '� ' ' I I --I Monitor Well readin 1.5 6 13 14
OUSE u,\ d 0.2t �,� I --I I r--- 0,
EXISNo 47 5.6 TH 2 Slab.=8.5 Top F. ab.= 5 /� 2 ' OPTIONAL i I (D I
o �:: 0 1 c°► < 1.0' Adjustment
n w .7 p . .15.: "
` 8 HIGH RET. WAL _ CD DEPTH (inches) ELEV.(feet)
COD
x5 WOOD OR PAVERS - Observed Water=0.5 0
x 5,7 �� i ...: �� �_ 5.3 TAPER ENDS Q E S I G N DATA
N /F ,
�• w '� - "' � '` 3 ' 1 rn EXIST. SHEDS LEACH AREA
CURRIER 5x� Show. _, •r..- �� 202ts.F. i BEDROOMS: 3 „
:.:...i.y,�-, / GARBAGE GRINDER: o
�5..;:-- USE 20 ARC 35LP CHAMBERS, AS SHOWN
...............................................
...:...:.....................:..........::.... .
;:•::;:::::::::: y REQUIRED CAPACITY: 30. GPD ,>
2 HIGH PAVER BLOCK WALL 6_ X1'-1;• FOR A 50 X 5 -8 X 3.8 DEEP LEACH
I
• � , �' � • �. •••• I ,, PROPOSED SEPTIC TANK: - 1 00 GAL.
1 . , �_�.;- - �:•Y•-•-:::::::::: AREA.
11•$ 25 LONG IMPERVIOUS BARRIER .-:r�-- EFFECTIVE LEACHING AREA 73 SF
� --` 4.9 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 5' REMOVAL ,�
CONVENTIONAL LEACH RESERVE L w - x � `ul 20 UNITS X 23.65 SF/UNIT=473 SF(EFFE TIVE) DO 5' ALL AROUND REMOVAL DOWN TO 34
10 DESIGN CAPACITY: 30 GPD
12 ARC36LN (3.8 INV.) T [(473 SF) X .74 GPD/SF]
WITH 22" STONE ON SIDES x 5.7 w
„ � S '83'18 30 � B LAYER AT ELEV. 4.7
AND APPROX. 28 ON ENDS °
TO MAKE 6'6" X 64'-7"X3.8" Sa'R D2 _ � 6.0 "
DEEP LEACH BED -343.9 GPD I o END WORK per
g, Half 2 DEEP BARRIER 64
3' WIDE ' LIMIT I P USE 25' OF BARRIER, AS SHOWN, AT END
SWALE OF LEACHING REMOVAL. TOP OF BARRIER=7.2
' _ I BOTTOM BARRIER=6.0
N /F LAND TO SOUTH IS HIGHER. I
��••// TSEN G OWNER TO SOUTH IS ALLOWING 4 DUNE
FILL TO BE PLACED ON HIS N F I o 120"
LOT LINES TO BE STAKED PRIOR TO WALL CONSTRUCTION.
IF
DWELLING HAS GUTTERS,
DOWN SPOUTS ARE TO
RUN
TO DRY WELLS.
IF
NO GUTTERS USE STONE
TRENCHING FOR ROOF
DRIP
AREAS.
5.7
4.7
2.9
0.4
LOT ELIMINATING WALL HERE. / 1 -4,3
COHEN 03 6.5
1
I D4/6.7 i
WALL CROSS SECTION
SCALE: 1"=2'
PROPOSED TOP 2't HIGH WALLL=VARIES
SEE SPOT ELEVATIONS ON PLA
TAPER NEAR ENDS
UNILOCK CONCORD OR ROMAN WALL
PER MANUFACTURER SET EACH BLOCK BACK �?
3/4" TOWARDS RETAINED SOIL FOR AN
UNBALANCED SOIL HEIGHT UP TO 4 FEET.
GROUND VARIES FROM 4.3 TO 6.0
1'
USE A MINIMUM OF ONE
BLOCK COURSE BELOW GRADE
COMPACTED GRANDULAR BASE
22" WIDE & 8" DEEP
COPING
18"
W___ z
8" X 6" 14"
INTERLOCKING
BLOCKS
OPOSED SWALE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
ORIGINAL RED STAMPS AN SIGNATURES.
OF N OF
��•(N htqSSgO
ti
RONALD �m �� RONALD
JAMES JAf"f=S a
CADILLAC
CADILLAC
# 1060 0 of 35779=�
�1;\ R�GISTE�� �qv SS\o p'
j SANITA%1Pta+
HEALTH AGENT APPROVAL DATE
SITE PLAN
i FOR
JAMES 8c PATRICIA JUMES
LOT 14A, 49 DOHERTY LANE, W. YARMOUTH, MA
l OCTOBER 17, 2018 SCALE: 1 "=20'
I RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
02018 BY R.J. CADILLAC PAGE 1 OF 1
t
i
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
PROPOSED WATER LINE
x 9.5 X 8,7
EXISTING & I PROPOSED ELEVATIONS ('X' MARKS POINT)
,,--6---
EXISTING CONTOUR
8
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
X
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV 12/21/2018- -WALLS REDUCED AND TAPERED TO GRADE
REV 10/30/2018 --CIRCULAR DRIVE
5.7
4.7
2.9
0.4
LOT ELIMINATING WALL HERE. / 1 -4,3
COHEN 03 6.5
1
I D4/6.7 i
WALL CROSS SECTION
SCALE: 1"=2'
PROPOSED TOP 2't HIGH WALLL=VARIES
SEE SPOT ELEVATIONS ON PLA
TAPER NEAR ENDS
UNILOCK CONCORD OR ROMAN WALL
PER MANUFACTURER SET EACH BLOCK BACK �?
3/4" TOWARDS RETAINED SOIL FOR AN
UNBALANCED SOIL HEIGHT UP TO 4 FEET.
GROUND VARIES FROM 4.3 TO 6.0
1'
USE A MINIMUM OF ONE
BLOCK COURSE BELOW GRADE
COMPACTED GRANDULAR BASE
22" WIDE & 8" DEEP
COPING
18"
W___ z
8" X 6" 14"
INTERLOCKING
BLOCKS
OPOSED SWALE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
ORIGINAL RED STAMPS AN SIGNATURES.
OF N OF
��•(N htqSSgO
ti
RONALD �m �� RONALD
JAMES JAf"f=S a
CADILLAC
CADILLAC
# 1060 0 of 35779=�
�1;\ R�GISTE�� �qv SS\o p'
j SANITA%1Pta+
HEALTH AGENT APPROVAL DATE
SITE PLAN
i FOR
JAMES 8c PATRICIA JUMES
LOT 14A, 49 DOHERTY LANE, W. YARMOUTH, MA
l OCTOBER 17, 2018 SCALE: 1 "=20'
I RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
02018 BY R.J. CADILLAC PAGE 1 OF 1
t
i