HomeMy WebLinkAboutEngineered Plans - Rev. 201813%
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DRAINAGE \\
\ ESEMENT \
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LEGEND
X 99.1
EXISTING SPOT ELEV.
—[991—
PROPOSED CONTOUR
(98.4)
PROPOSED SPOT EL.
TH1
TEST HOLE
OCATCH
BASIN
CQ--)
UTILITY POLE
FIRE HYDRANT
OMANHOLE
WATER SHUTOFF
SIGN
W
WATER LINE
G
GAS LINE
OHE
OVERHEAD ELECTRIC
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DCE #17— 33
inn mr) =zt RnS FnRni
All,
,1-
fir,
2.5' COVER
,sir, .�•
BENCHMARK:
/ MAG SET = Ln-
7.07' NAVD88
GRAVEL
DRIVE
AREA
APPROX. EXISTING CESSPOOL
PUMP & FILL WITH CLEAN SAND
_1
PROP�SED PUMP o
CHAMBER\ o
APPROXIMATE DISPOSAL
SITE BOUNDARY
PER AUL DOCUMENT
1��
PROPOSED
\ / MAF' - to I-'AKULL J SEPTIC TANK 153,960 S.F.±
/ 3.53 ACRES±
4 2.5'
1 / COVER
F.0
woos r r
i— OLD
CONCRETE
2.5' COVER ,' s
•_. I
r3 � 'o. s►
INSTALLER TO FIND AND J I
/ VERIFY ALL SEWER OUTLETS
(UNDER SLAB) PRIOR TO
ANY TANK INSTALLATION
X280OLu WATER
0
EXISTING
I
VALVES
BUILDING
FF=12.4±
Z
OHE ------—
G�
OHE
J 0n .
OQ
® 7
CATCH O X08
BASIN
BENCHMARK:
MAG SET =
9.54' NAVD88 ,
9
yo
I\
10 /
9 10
11 /'
BENCHMARK:
CONC. COVER = /
11.15' NAVD88
--7
RELOCATE DISPLAY
SHEDS (ON SKIDS)
-700
Q'
/
/
PROP. VENT WITH CHARCOAL
FILTER AND BUGSCREEN (FINAL
PLACEMENT BY CONTRACTOR
WITH OWNER CONSULTATION)
r
^D*
0
1
/
/
i
3 3S,
BENCHMARK:
CEMENT BOUND
= 5.3' NAVD88
u,
/ i,
Q Q•
/
M
LOCUS
L Q
�e
m O o
fioufe 28
Lewis
Bayo�
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 38 PARCEL 3
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11)
AS SHOWN ON COMMUNITY PANEL
#25001 CO569J DATED 7/16/2014
REFERENCES
DEED BOOK 23442 PAGE 286
DEED BOOK 6105 PAGE 026
PLAN BOOK 628 PAGE 99
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H—!D-.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
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 BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD' UTILITIES
PRIOR TO COMMENCEMENT OF'WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. NOTE: AUL ON SITE— SEE DOCUMENTATION.
VARIANCE REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
(3.7): REDUCTION IN SETBACK, SAS TO BVW (100' TO 74.4')
x / . �!I
SITE FILAN
� OF
Permit `valid for 111'PAIN OF SEPTIC Sl S7 F M
ONLY—due to Stag an I 1 ural septic vari inns,2 8 0 R 0 mum T E 2"' 8
/ 4
— Board of w.
ealth revirau l approval is required fair
N, -� any fut;urc addi-ti ,ns/�cnu�;rtions/a{terations to
�/ INSPECTION PORT sewaKe facilities and/orstructui es/dw,eitil.lg:%ju E H KAA
/ 9
alr, a'armoutl► H.z<ilttr lDcpa►a»>cnt
WEST YARM
APPROVED PREPARED FOR
LIMIT OF WORK AT r:
r -/STAKED SILT FENCE %\ �
,. date BELLEW
PROVIDE 214 OF 40 MIL LINER
AT 5' OFF SAS IN AREA SHOWN.
TOP AT ELEV. 11.0', BOTTOM AT DATE. DECEMBER 8, 2017
SEL. 7.0'± I ``' REVISED: JANUARY 9, 2018 (VARIANCE NOTE)
15' X 76' LEACHING FIELD `° Scale: 1 '= 20'
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF 0 10 20 30 40 50 FEET
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE s�'Tp}+_4 SHEET 1 OF 2
WITH CLEAN MED. SAND, TO qss
y\��(F\ OF fvMAASs� �� 1��N OF PA
MEET SPECIFICATIONS OF 310
CMR 15.255(3) %c DANIEL �s��a � ivo /�,aNI�LA. �N�
� !,. �` i OJAIA �! off 508-362-4541
u c)iti./ILv fax 508-362-9880
��, �:. '6502 downcape.com
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y„� � SURE ,fed' '�.� fv_._�AL_,- /6
civil engineers
land surveyors
9J9 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
17-333 BELLEW.DWG
I;.