HomeMy WebLinkAboutEngineered Plan - Rev. 2018S80 7"*
Sad
4.34
Scale: 1"= 20'
DCE ##09-284 0 10 20 30 40 50 FEET
NOTES
1. DATUM IS NAVD88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. 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.
4. SEE ACME/SHOREY TANK DETAIL CUT SHEET
5. EXISTING SUMP IN WASH BAY IS TO BE FILLED OR
REMOVED.
6. NEW FLOOR, FLOOR DRAIN AND PIPING IS TO BE
SEALED, EXISTING FLOOR DRAIN IS TO BE REMOVED.
CONTRACTOR TO PROVIDE
30" CAST IRON COVER ON 30" I.D. H-20 RISER INTERNAL
TANK RISER TO EXTEND UP INTO H-20 RISER TO WITHIN 12"
OF FINISHED GRADE FOR EASE OF ACCESS.
CONTRACTOR TO PROVIDE
LEAK DETECTION FLOAT ACCESSED
THROUGH 24" RISER \
IN INTERSTITIAL SPACE BETWEEN TANKS
TANK DESIGN:
PROPOSED USE: FLOOR DRAIN PER PLUMBING
CODE, ESTIMATED 500 GAL ONCE PER MONTH,
HAND WASHING EST. 220 GPD, 220 GPD + 20
GPD FLOOR DRAIN X 5 =1,200 GAL REQ.
USE 1500 GAL. TIGHT TANK (ADEQUATE).
TIGHT TANK SHALL BE H-20 1500 GAL.
INDUSTRIAL WASTE WATER TANK HOLDING
SYSTEM BY ACME PRECAST OR EQUAL. DOUBLE
CONTAINMENT TIGHT TANK SYSTEM SHALL
CONSIST OF H-20 RATED WATER—PROOFED
2500 GAL. SEPTIC TANK CONCRETE VAULT
W/INTERNAL 1500 GAL. MONOPOUR TANK,
VENTED, WITH PLASTIC RISERS UP INTO 2500
GAL RISERS. VENT THRU BLDG. STACK.
COORDINATE WITH PLUMBER.
SIGNAGE "NON—HAZARDOUS INDUSTRIAL
WASTEWATER HOLDING TANK" SIGN TO BE 30.5'
INSTALLED ON BUILDING ADJACENT, SEE
SEPARATE CONSTRUCTION SPECIFICATIONS FOR
DETAILS, LOG BOOK REQUIREMENTS, ETC.
REFER TO 314 CMR 18.00.
Vannouth Health Departrlent
Nme
DATE
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 74 PARCEL 24
DEDICATED VENT BACK THROUGH
PLUMBING STACK.
PITCH TO JAIN BACK, NO LOW
CONTRACTOR TO PROVIDE POINTS
SIGN ON BUILDING ADJACENT
TIGHT TANK WITH LETTERING
"NON—HAZARDOUS NORMAL H GH WATER LEVEL ALARM
INDUSTRIAL WASTE T99 BE SET FOR 3/4 OF TANK
WATER HOLDING TANK" C ACIT�, ALARM AND PRESS TO
IN 2" LETTERING. SILENCE WITCH ON PANEL INSIDE
BUILDING. LOW VOLTAGE FLOATS,
SIMPLEX PANELS,
0 o MEYERS OR EQUAL.
0 0
0 0
fF
INTERNAL 1500
CONCRETE TANK
3/4 GALV. STEEL
DUIT FOR ALARMS. ,^
FLOOR DRAINS
SEE PLUMBING
NV. 35.4 DRAWINGS
NOTE: TIGHT TANK IS DEFINED AS A
"DEDICATE SYSTEM" UNDER THE PLUMBING CODE
USE CAST RON PIPE, PLUMBER TO
MAKE UP, CONNECTIONS AND VENTS
H-20 TIGHT TANK
NOT TO SCALE
RIMEOW59D
JIM r 6 2018
HEALTH DEPT.
SITE PLAN
I OF
#57 MIDI TECH DRIVE
T YjNRMOUTH
WEST , MA
4EPARED FOR
CAPE COb AMBULANCE
DATE: JULY 20, 2017
=' REVISED: OCTOBER 12, 2017
---� REVISED: JANUARY 11, 2018
o DANDANI
IEL �s�y `���gSs9c�G
OJALA ELA• N' off 508-362-4541
IAS.. o OJALA fax 508-362-9880
� No. 40980� :� f
CIVIL � ��
�oF off. f t1� NO-46502ILI downcope.com
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i
II��1 civil engineers
land surveyors
939 Mai Street ( Rte 6A)
DANIEL A. OJALA, P.E., P.L.S. YARMdUTHPORT MA 02675
1 09-284
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Route 6
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 74 PARCEL 24
DEDICATED VENT BACK THROUGH
PLUMBING STACK.
PITCH TO JAIN BACK, NO LOW
CONTRACTOR TO PROVIDE POINTS
SIGN ON BUILDING ADJACENT
TIGHT TANK WITH LETTERING
"NON—HAZARDOUS NORMAL H GH WATER LEVEL ALARM
INDUSTRIAL WASTE T99 BE SET FOR 3/4 OF TANK
WATER HOLDING TANK" C ACIT�, ALARM AND PRESS TO
IN 2" LETTERING. SILENCE WITCH ON PANEL INSIDE
BUILDING. LOW VOLTAGE FLOATS,
SIMPLEX PANELS,
0 o MEYERS OR EQUAL.
0 0
0 0
fF
INTERNAL 1500
CONCRETE TANK
3/4 GALV. STEEL
DUIT FOR ALARMS. ,^
FLOOR DRAINS
SEE PLUMBING
NV. 35.4 DRAWINGS
NOTE: TIGHT TANK IS DEFINED AS A
"DEDICATE SYSTEM" UNDER THE PLUMBING CODE
USE CAST RON PIPE, PLUMBER TO
MAKE UP, CONNECTIONS AND VENTS
H-20 TIGHT TANK
NOT TO SCALE
RIMEOW59D
JIM r 6 2018
HEALTH DEPT.
SITE PLAN
I OF
#57 MIDI TECH DRIVE
T YjNRMOUTH
WEST , MA
4EPARED FOR
CAPE COb AMBULANCE
DATE: JULY 20, 2017
=' REVISED: OCTOBER 12, 2017
---� REVISED: JANUARY 11, 2018
o DANDANI
IEL �s�y `���gSs9c�G
OJALA ELA• N' off 508-362-4541
IAS.. o OJALA fax 508-362-9880
� No. 40980� :� f
CIVIL � ��
�oF off. f t1� NO-46502ILI downcope.com
3 lq fiSS� �Q ea P ,p4 Q:'
r- • • •
�� SrER�down cap@ enineer�/ enc.
i
II��1 civil engineers
land surveyors
939 Mai Street ( Rte 6A)
DANIEL A. OJALA, P.E., P.L.S. YARMdUTHPORT MA 02675
1 09-284