HomeMy WebLinkAboutDecision 4359 - Site Plan 3JOB NO. Y11-23
NOTESEXISTING 2500 GAL. ALARM & PUMP NOTES SixNewHampshire.dwg
a 1. LOCUS IS A.M. 16, PARCEL 54. H-20 PUMP CHAMBER 1. ALARM TO BE WIRED BY ELECTRICIAN ON
8roodwoy m 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MON NO. 28. SEPARATE CIRCUIT FROM PUMP.
3. LOCUS IS IN FLOOD ZONE Al2(EL. 12) ON FIRM DATED JULY 2, 1992. 2. ELECTRICAL WORK TO BE INSPECTED BY
4. LOT DIMENSIONS ARE FROM LAND COURT PLAN NO. 18145A DRILL 3/8" WEEP/VENT HOLE WIRING INSPECTOR.
NOT TO
el
Recommend FloatsVCh
C 3. ALARM TO BE LOCATED IN HOUSE.
SCALE Q INSPECT REPAIR AND CONNECT TO EXISTING. SEPTIC SYSTEM replaceable from top4. PUMP TO BE CAPABLE OF PASSING
1-1/4" SOLIDS AND INSTALLED IN STRICT
THE EXISTING SEPTIC SYSTEM USES A HIGH STRENGTH FAST 3.0 AND IS DESIGNED FOR 1739 GPD. nneCt CONFORMANCE WITH MANUFACTURER'S
Lewis Bay PROPOSED DESIGN FLOW IS LESS --12 BEDROOMS X 110 GPD=1320 GPD 2nd Pump/Ala
rm" SPECIFICATIONS.
SYSTEM NEEDS TO BE INSPECTED BY THE COMPANY PROVIDING THE MAINTENANCE CONTRACT AND 5. USE 2 MEYER WHR5, 1/2 HP PUMP, NO SUB -
ANY DAMAGED COMPONENTS REPLACED WITH A COPY OF THE REPORT TO HEALTH DEPARTMENT. 1St Pump STITUTION WITHOUT R.J. CADILLAC APPROVAL.
LOCATION MAP CONNECT EXISTING 6000 GALLON SEPTIC TANK TO PROPOSED BUILDING, AS SHOWN. (INVERTS ON PLAN) '
6. TO PROVIDE FOR EASY AND SAFE Red Rose
DISCONNECT 1000 GALLON GREASE TRAP. REPLACE CONTROL PANEL, ALARM & PUMPS. MAINTENANCE OF PUMP: Memorial
USE 2 MEYERS WHR5 1/2 HP PUMPS. NO SUBSTITUTION WITHOUT APPROVAL BY R.J. CADILLAC. -PROVIDE UNION/DISCONNECT IN 3" PVC Garden &
LOT RAINWATER RUNOFF CAUTION: CONFINED SPACE --USE PROPER LINE AT TOP PUMP CHAMBER SO PUMP Plaque
VENTILATION AND PRECAUTIONS. RECOMMEND CAN BE REMOVED FROM TOP OF TANK.
PUMP AND FLOATS BE SET FROM OUT-
-RECOMMEND FLOATS BE ATTACHED TO 3"
ALL ROOF RUNOFF IS TO BE DIRECTED BY GUTTERS AND DOWNSPOUTS TO DRY WELLS (NOT SHOWN). SIDE TANK AND LOWERED IN. PUMP LINE SO FLOATS CAN BE ADJUSTED
IT IS PROPOSED TO CONTINUE TO USE THE EXISTING CRUSHED SHELL PARKING AS THIS ALLOWS OUTSIDE CHAMBER.
RAINWATER TO BE TRAPPED WHERE IT FALLS AND MINIMIZES RUNOFF TO THE STREET. WE ARE
PROPOSING NO CHANGES TO THE EXISTING PARKING AREA AND NO DRAINAGE PROBLEMS HAVE BEEN
REPORTED ADJACENT TO THE RED ROSE INN.
LOT COVERAGE
FOUNDATION FOOTPRINT 2904±S.F. ALL MECHANICAL EQUIPMENT I
DECK/STEPS FOOTPRINT 1081±S.F. SERVING BUILDING TO BE /
STEPS/LANDING 270±S.F. ABOVE 1ST FLOOR ELEVATION
TOTAL 4255±S.F.
COVERAGE= 4255±S.F./15,260±S.F.=27.9% v W
BUILDING HEIGHT �� ,85
ADJACENT ROAD GRADE= AVG. ON NEW HAMPSHIRE + AVG. ON BERRY/ 2 �4' 2
ADJACENT ROAD GRADE= 4.4 + 5.6 / 2 = 5.0 /
PROPOSED TOP FOUNDATION= 11.3
SCALED ROOF ABOVE TOP FOUND.=+24.7
PROPOSED PEAK OF ROOF= 36.0 4.80
BUILDING HEIGHT= 36.0 - 5.0 = 31
4,7�`:_ J� �6
/ 5,51
LEGEND 8,4
-W- WATER LINE MARKINGS(AS LOCATED IN 2000) /
-E- OVERHEAD ELECTRIC WIRES (IF SHOWN) / 4.76
-G- GAS LINE MARKINGS (AS LOCATED IN 2000)
�-6-� EXISTING CONTOUR / v / W '
UTILITY POLE (IF SHOWN) /
® EXISTING DRAINAGE CATCH BASIN 4,42
X - FENCE (IF SHOWN, NOT ALL SHOWN) / f
W
THIS PLAN IS A VALID COPY ONLY IF IT BEARS / /
AN ORIGINAL RED STAMP AND SIGNATURE. �`� \ 0.
84 4,G3
/ °�Q' LOT AREA W
4,40 a 159 26 0± S. E. � W I
/
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/ /4,4
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4.5 X0,1 \ 6,2 Preferred _ ,92
\ �\ / X 9 \ X 0.3 Pile 6,3
4,33 / X Proposed Grass J
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j
5,0 BENCH MARK --TOP OF PK NAIL Area 6 7
IN PAVEMENT= 4.09 NGVD29 / X
4
4,09
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X
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k_ �0, 6, Prop. Inv. 5.59
Below Slab
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X 5.3 ` �°C� 0 5,39
N /F
TOWN OF YARMOUTH
° 6.3 .2
PUBLIC BEACH Ffs��
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85.28
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Co�'�; 6,1 6 5 C7
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s� �9� I 4,86
\/ � 11 SEPTIC LOCATION FROM
ASBUILT 5/29/2010
SITE PLAN
FOR THE
6.37
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LO
00
0
z
EL
v
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a
FAST MAY BE
VENTED TO
ROOF STACK
IF FEASIBLE
BENCH MARK --TOP OF PK NAIL
IN PAVEMENT= 5.39 NGVD29
6
6 NEW HAMPSHIRE, LLC
LOTS 31 & 32, 6 NEW HAMPSHIRE AVE., W. YARMOUTH, MA
AUGUST 4, 2011 SCALE: 1 "=10'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
C)2011 BY R.J. CADILLAC
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