HomeMy WebLinkAbout06-A0801
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SITEPLAN
PLAN: POOL, FENCE, AND POOL HOUSE
SCALE 3116" =1'I
25.6' PROP. LINE 70 CABANA
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N ,I
TOP FNDN ELEV. 43.1'1 SYSTEM PROFILE " ►��� POND
ro SCALE)
PROVIDE 2 RISERS WITHIN 6
ACCESS COVERS (WATERTIGHT) TO OF FINISH GRADE
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN_ GRADE
38.0' MINIMUM J5' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM I_ Locus
35-0 - 36.0
rj=�/
l
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
41.4'f* %FOR FIRST 2' ; -
fPOPOSED 1Q_ / 3' MAX.
ALLON SEPTIC 33.60' /'
33.85NK (H- 20) GAS ITEE 33.0' RTE 6A
-,-' BAFFLE 32.60' �� 32.43' oo 0 El E l 0 ED ED ED 0 0
DB -9 0 32.17 EDEJOO 0 C7000 o
(14.5 % SLOPE) �6- CRUSHED STONE OR MECHANICAL E� I D ID M El EJ O F -I O 0
COMPACTION. (15.221 [21) 2' C] O Q a a � o0 30.17' <
DEPTH OF FLOW = 4' (L6_% SLOPE) �
TEE SIZES:3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH = 10" H-20 CHAMBERS 9.67' LOCATION MAP NTS
OUTLET DEPTH = 14"
PROPOSED BOTTOM TH 2 ELEV. 20.5'
FOUNDATION- 52' SEPTIC TANK 6' D' BOX 28' LEACHING ASSESSORS MAP 112 PARCEL 30
(LONGEST) FACILITY ZONING DISTRICT: R40
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL YARD SETBACKS:
BUILDING SEWER OUTLETS AND ELEVATIONS PROVIDE COVERS TO
RADE FRONT = 30'
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM 28 5' SIDE = 20'
ALARM AND CONTROL PANEL REAR = 20'
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 26.50' ' PLAN REF. - LCP 13094-A
SEPARATE CIRCUIT FROM PUMP PRESSURE LINE
14' TEE SLOPE TO DRAIN BACK TO PC FLOOD ZONE: A3 ELEV. 11 & C
00 GAL. FAIN.
FLOAT SWITCH
ALARM ON 10WEEP HOLE
IS
SETTINGS: PUMP ON 6, - THSIDE CHECK VALVE H ALLETS MILL POND
8" WORKING RANGE of BAFFLE MYERS SRM 4
(TIDAL)
8' SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 18' SYSTEM (OR EQUAL)
� F 0.22
o�oo0 00 00 0000
6.84 5 '
cas
6" BAFFLE 11.79 FLOODZONE ELEV. 11
BAFFLE 66'53 2.04 (= COASTAL BANK)
1500 GAL.' H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION BLDG.
BLDG- 13 53 TEST HOLE LOGS
(NOT TO SCALE) . 11.3 ,� ; .3
0.54
WATERPROOF/WATERTIGHT 3 15.36 = ENGINEER: RICK JUDD, RS
1 _
67 'F`I1,19 89 WITNESS: BRUCE MURPHY, RS/ HOLLY DOWDEN
s ; r
.s 6/23/05
FOR PROPOSED POOL CABANA: + 37 . +4�0 1=13.75 ,- 3rd DATE:
i0.89 *11.34 +1 118.83 .-IV 6 MIN/INCH
7.93 �9y u.�v 1 = PERC. RATE _ /
USE (1) H-20 1500 GAL. SEPTIC TANK/PUMP CHAMBER ss� '04 20°0
+6.90 1 ]} 17.43 17.5 18.19 CLASS II SOILS
COMBINATION
USE (1) H-20 D'BOX WITH INLET TEE +n, BOULDER 1.23
w 13 *
11.10 FAILED
2" PRESSURE LINE TO PROPOSED LEACHING FACILITY-'
°' rt�'.5o Q,Z ELEV. 4 ELEV.
(SEE SITE PLAN VIEW FOR PROPOSED INVERTS AND +1 - *21,41 0 0" 1 4 27.6' 0" z 34.0'
LENGTH OF PIPING) +z3.g a;
% +23.6 Ap
1' FENCE SL
+22.17 40-4,(PER STATE AND FILL 9" 1OYR 4/3
25 36' +24. 4.06 LOCAL REQS) 36'
24.4 B W
8 SL
FOR MAIN DWELLING: +29.53 �� BENCHMARK: NAIL
+28.48 - SET IN TREE N ORGANIC
SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED ) f- °�� 1OYR 4/6
( - 30.76 Q 6.7 ELEV. 30.0' PEAT 16 32.67'
DESIGN FLOW: 5 BEDROOMS ( 110 GPD) = 550 GPD o Qom° N WATER WEEP ® 40'
USE A 550 GPD DESIGN FLOW +za.97
+30.99 O
SEPTIC TANK: 550 GPD (2 ) = 1100
PNo PROP. POOL C STONES,
USE A 15_00_ GALLON SEPTIC TANK 72"
COBBLES,
+32.00 SES ERp' +29.13 C BOULDERS
LEACHING: oFF _ �r SL
2(59 + 10.83) 2 (.60) = 167 goo
SIDES: > 150' TO SAS PERI
� PROP. WELL I 74'
59 x 10.83 (.60) = 383 32.76 29.66
BOTTOM: SANDY 2.5Y 6/4
TOTAL: 916 S.F. 550 GPD CLAY
z iLOAM
USE (6) 500 GAL. LEACHING CHAMBERS (ACME +31.00
+zs.77
OR EQUAL) WITH 4' STONE AT ENDS AND 3' AT
SIDES 9.92
33.52 PROP. CABANA
3 . O
BOARD OF HEALTH o f.1
29.77 +2a.43 O J 168" 162"
APPROVED DATE MA ' PROP. H-20 1500 GAL 4 .05 20.5'
SEPTIC TANK/PUMP NGWE
CHAMBER COMBINATIO j
INVERT IN ELEV. 26.86
26.50.
30.35 (FAILED)
28.94
` 04
r-
� O
+27.75
_.._
+26.0I -
-
n �
.` 26.83
LEGEND NOTES:
03 +27.64 �pUL
` 32ff63DER
100.0 PROPOSED SPOT ELEVATION
+27.44 +2s.o a.49 1. DATUM IS NGVD
� +27'82 2. MUNICIPAL WATER IS EXISTING
100x0 EXISTING SPOT ELEVATION 27.67
1 .85 3. MINIMUM ' PIPE PITCH TO BE 1/8" PER FOOT.
100 PROPOSED CONTOUR !� 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
rn PROVIDE INSULATING 5. PIPE JOINTS TO BE MADE WATERTIGHT.
o +27.24 BLANKET/REQUIRED SOIL COVER
100 EXISTING CONTOUR QVC_R PIPING 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
+27.20
:> ENVIRONMENTAL CODE TITLE V.
B2& TEST BORING +27.96 ., 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
' z7.08 0 29.72 USED FOR LOT LINE STAKING.
f27.04 1 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
to
N INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
t
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE . RESPONSIBLE FOR VERIFYING THE
.82 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
t TO COMMENCEMENT OF WORK.
41.15' 17-73' } 28.91
+28.6
r' + .01 11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM. ALL EXIT SEWER LINES
MUST CONNECT -TO PROPOSED SEPTIC TANK. NOTE: FUTURE
w
t +27.12
' ADDITION (TO STREET SIDE OF DWELLING) WILL CONNECT TO
THIS -PROPOSED SEPTIC TANK.
a-25.21 +.82 12. ELECTRICAL PERMIT REQUIRED
co -
PROVIDE APPROX. 172' I 45.27
OF 40 MIL LINER AT 5'
OFF SAS,
SURROUNDING + 7 32
PERIMETER. TOP AT .00
ELEV. 33.0', BOTTOM o
`3 1 .5' PROP H-20 1500
AT ELEV. 29.0' GAL SEPTIC TANK
+27.74 ►"7
G)
+30.43 EXISTING
O
TH + CESSPOOL
BORINGS
SHE +48.37
�j
ELEV. ELEV. ELEV. a +4.7i
W Q O„
TOP &
SUBSOIL
DENSE SILTY
SAND/CLAY
GRAVEL
DRY
BROWN/GREY
CLAY
TR F. GRAV
DRY
FINE -MED
SAND TR.
BROWN CLAY
DRY
FINE MED.
SAND
DRY
TOP &
TOP &
SUBSOIL
SUBSOIL
3'
SILTY GREY
3'
BROWN SAND
GREY CLAY
DRY
SILTY
12'
ill
8
GRAY/BLACK
SAND
8,
SAND/THIN
GREY SILTY
LAYER OF
14'
SAND/CLAY
13'
MIX
13'
WET
DRY
16'
GREY SILTY
FINE MED
SAND/CLAY
MIX
15'
SAND
18'
WET
BROWN
GREY SILTY
18'
DRY -
TR. GRAVEL
SAND/CLAY
MIX
20'
19'
TOP &
SUBSOIL
DENSE SILTY
SAND/CLAY
GRAVEL
DRY
BROWN/GREY
CLAY
TR F. GRAV
DRY
FINE -MED
SAND TR.
BROWN CLAY
DRY
FINE MED.
SAND
DRY
I -- 3. 2
+42.12 J +49.82
I----� + 1 r
DECK
t �
x EXISTING to
DWELLING_ 44 611-
4 rDECK TOP CELON BLOCK, FNDN
Cn
t44�3 t� 4 4 4 0
+ 86 1 0.50
1+143.95 t
+,113.89
BRCK ; ;
43.8WALKS
j
' 47 +48.57 i
XB3 ® 1
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GUY
STONE � , B1 ,
+4 7 WIRE
-,
4.6 DRIVE ' s t
�k@3.17
. 43.99 TITLE 5 SITE PLAN
+ as3l
43.56 �`.
B2® �'43.D4 43.1 +43.7 of 30 HALLET STREET (RTE - 6A)
+3.9 + a1 �" .24 IN THE TOWN OF:
z 1 I 1 ek + 71 9 143. +44.24
M
+42.41 1 -1 +42.60 +43.74
YARMOUTH (PORT)
m I t 7
0 5.90
m I ; PREPARE[) FOR: ALLEN & GLORIA LARSON
C I : 1 DRAIN t, x{43.30
m '
l t 2.40 (43.23
I i44-�{144. + 72 +42.33 4 A 1 PAVED ,i 30 O 30 60 90
?� }4 .18 DRIVE
i +42.57i 42.48. SCALE: 1" = 30' DATE: AUGUST 9, 2005
5.4 i 't42.80C).t
155 t REV. 10/16/05 (BOH)
C).63REV. 3/15/06 (POOL, H-20)
Ii 444. + 87 ► +42.70-4-42.31
off 508-362-4541 - 42.6 ' Fr42.58
fox 508 362-9880 t 44.41E 4-NT1NG>z �1 142.37
4A 1r.
down cape englneering, Inc. +q�38-- P"--, �"'�-------- --=-- -�so�" �cHofrttq
fd5�==FI OF 1L15+ (W'15sw
WM OF PAV>=uQ+T �� ARNE
CIVIL ENGINEERS p ROUT TE 6 A H. ARNE H. y�N
JALA -4
LAND SURVEYORS t lU No.2 8 CIVIL
,. e1 �No. 3079 J O b
939 main st. yarmouth, ma 02675 4.28
ARP.E., P.E., Sioti TF-SG� DATE
A_
.9R-3.175 /_A 92A
TOP &
SUBSOIL
3'
SILTY GREY
BROWN SAND
DENSE GRAY.
DRY
12'
FINE -MED
SAND/THIN
LAYER OF
14'
SILTY SAND
FINE -MED
SAND BROWN
DRY
16'
FINE MED
SAND
BROWN
18'
DRY -
TR. GRAVEL
I -- 3. 2
+42.12 J +49.82
I----� + 1 r
DECK
t �
x EXISTING to
DWELLING_ 44 611-
4 rDECK TOP CELON BLOCK, FNDN
Cn
t44�3 t� 4 4 4 0
+ 86 1 0.50
1+143.95 t
+,113.89
BRCK ; ;
43.8WALKS
j
' 47 +48.57 i
XB3 ® 1
'.
GUY
STONE � , B1 ,
+4 7 WIRE
-,
4.6 DRIVE ' s t
�k@3.17
. 43.99 TITLE 5 SITE PLAN
+ as3l
43.56 �`.
B2® �'43.D4 43.1 +43.7 of 30 HALLET STREET (RTE - 6A)
+3.9 + a1 �" .24 IN THE TOWN OF:
z 1 I 1 ek + 71 9 143. +44.24
M
+42.41 1 -1 +42.60 +43.74
YARMOUTH (PORT)
m I t 7
0 5.90
m I ; PREPARE[) FOR: ALLEN & GLORIA LARSON
C I : 1 DRAIN t, x{43.30
m '
l t 2.40 (43.23
I i44-�{144. + 72 +42.33 4 A 1 PAVED ,i 30 O 30 60 90
?� }4 .18 DRIVE
i +42.57i 42.48. SCALE: 1" = 30' DATE: AUGUST 9, 2005
5.4 i 't42.80C).t
155 t REV. 10/16/05 (BOH)
C).63REV. 3/15/06 (POOL, H-20)
Ii 444. + 87 ► +42.70-4-42.31
off 508-362-4541 - 42.6 ' Fr42.58
fox 508 362-9880 t 44.41E 4-NT1NG>z �1 142.37
4A 1r.
down cape englneering, Inc. +q�38-- P"--, �"'�-------- --=-- -�so�" �cHofrttq
fd5�==FI OF 1L15+ (W'15sw
WM OF PAV>=uQ+T �� ARNE
CIVIL ENGINEERS p ROUT TE 6 A H. ARNE H. y�N
JALA -4
LAND SURVEYORS t lU No.2 8 CIVIL
,. e1 �No. 3079 J O b
939 main st. yarmouth, ma 02675 4.28
ARP.E., P.E., Sioti TF-SG� DATE
A_
.9R-3.175 /_A 92A