HomeMy WebLinkAbout6 New Hampshire Ave - Site Plan 6- JCJB NO. Y11-23
NOTES SfxNewHampshire,
EXISTING 2500 GAL. ALARM & PUMP NOTES
1. LOCUS IS A.M. 16, PARCEL 54. H-20 PUMP CHAMBER 1. ALARM TO BE WIRED BY ELECTRICIAN ON
SrOpdw°y V 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 N0. 18145A DRILL 3/8" WEEP/VENT HOLE WIRING INSPECTOR.
NOT TO tip° Recommend Floats 3"PVC 3. ALARM TO BE LOCATED IN HOUSE.
SCALE Qy INSPECT. REPAIR, AND CONNECT TO EXISTING SEPTIC SYSTEM replaceable from to
°F P _ P 4. PUMP TO BE CAPABLE OF PASSING
'---U 1-1/4" SOLIDS AND INSTALLED IN STRICT
s' f THE EXISTING SEPTIC SYSTEM USES A HIGH STRENGTH FAST 3.0 AND IS DESIGNED FOR 1739 GPD. Quick Disconnect
Lewis Bay CONFORMANCE WITH MANUFACTURER'S
PROPOSED DESIGN FLOW IS LESS --12 BEDROOMS X 110 GPD=1320 GPD Union SPECIFICATIONS.
SYSTEM NEEDS TO BE INSPECTED BY THE COMPANY PROVIDING THE MAINTENANCE CONTRACT AND 2nd Pump/Alarm 29
LOCATION MAP ANY DAMAGED COMPONENTS REPLACED WITH A COPY OF THE REPORT TO HEALTH DEPARTMENT. 1St Pump On 25" Check Valve 5. USE 2 MEYER WHR5, 1/2 HP PUMP, NO SUB–
CONNECT EXISTING 6000 GALLON SEPTIC TANK TO PROPOSED BUILDING, AS SHOWN. (INVERTS ON PLAN) Off 15" STITUTION WITHOUT R.J. CADILLAC APPROVAL.
DISCONNECT 1000 GALLON GREASE TRAP. REPLACE CONTROL PANEL, ALARM & PUMPS. P 6. TO PROVIDE FOR EASY AND SAFE Red Rose
USE 2 MEYERS WHR5 1/2 HP PUMPS. NO SUBSTITUTION WITHOUT APPROVAL BY R.J. CADILLAC. MAINTENANCE OF PUMP: Memorial
–PROVIDE UNION/DISCONNECT IN 3" PVC Garden &
CHAMBER SO PUMP CHA
LOT RAINWATER RUNOFF CAUTION: CONFINED SPACE --USE PROPER LINE AT TOP PUMPPlaque
VENTILATION AND PRECAUTIONS. RECOMMEND CAN BE REMOVED FROM TOP OF TANK,
ALL ROOF RUNOFF IS TO BE DIRECTED BY GUTTERS AND DOWNSPOUTS TO DRY WELLS NOT SHOWN. PUMP AND FLOATS BE SET FROM OUT– –RECOMMEND FLOATS BE ATTACHED TO 3"
( ) 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
DECK/STEPS FOOTPRINT 1081±S.F. SERVING BUILDING TO BE I
STEPS/LANDING 270±S.F. /
TOTAL 4255±S.F. ABOVE 1ST FLOOR ELEVATION.
COVERAGE= 4255±S.F./15,260±S.F.=27.9% LLJ
BUILDING HEIGHT /
ADJACENT ROAD GRADE= AVG. ON NEW HAMPSHIRE + AVG. ON BERRY/ 2 ,- 18 85
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
BUILDING HEIGHT= 36.0 – 5.0 = 31 4.80
LEGEND/ )
4/— WATER LINE MARKINGS(AS LOCATED IN 2000) J' 4
E OVERHEAD ELECTRIC WIRES (IF SHOWN) 4.76
G GAS LINE MARKINGS (AS LOCATED IN 2000) G
EXISTING CONTOUR v / ' 6.06
UTILITY POLE (IF SHOWN) / LLJ '
63 EXISTING DRAINAGE CATCH BASIN 4.42 /
x — FENCE (IF SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID COPY ONLY IF IT BEARS / / / LLJ r
AN ORIGINAL RED .STAMP AND SIGNATURE.
P�
C)F ISA 11" �� o "8, ` 4.84 /1 4.6 3
o
s o� LOT AREA= W
JAMES `�,. _' _ / 5,72
CADILLAC �"a' �" CADILLAC
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4 , TAW o� 15 , 2 6 0 ± S . F .
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. Grass 6
5, 0 BENCH MARK --TOP OF PK NAIL / \ /
IN PAVEMENT= 4.09 NGVD29Lij
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TOWN OF YARMOUTH
PUBLIC BEACH \F 6.3
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SITE PLAN
FOR THE
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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
02011 BY R.J. CADILLAC
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BENCH MARK --TOP OF PK NAIL
IN PAVEMENT= 5.39 NGVD29
SEPTIC LOCATION FROM
ASBUILT 5/29/2010
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