HomeMy WebLinkAboutEngineered Plan - 2017�Lo
DEDICATED VENT BACK THROUGH
L
G
ft%/--/ /e5/''�� PLUMBING STACK.
CONTRACTOR TO PROVIDE PITCH TO DRAIN BACK, NO LOW
30' CAST RON COVER ON 30 I.D. H-20 RISER INTERNAL CONTRACTOR TO PROVIDE POINTS
TANK RISER EXTEND UP INTO H-20 RISER TO WITHIN 12 SIGN ON BUILDING ADJACENT
TIGHT TANK WITH LETTERING
OF FINISHED GRADE FOR EASE OF ACCESS. "NON—HAZARDOUS NORMAL HIGH WATER LEVEL ALARM
CONTRACTOR TO PROVIDE INDUSTRIAL WASTE TO BE SET FOR 3/4 OF TANK y
LEAK DETECTION FLOAT ACCESSED WATER HOLDING TANK" CAPACITY, ALARM AND PRESS TO
THROUGH 24" RISER IN 2" LETTERING. SILENCE SWITCH ON PANEL INSIDE
1773
IN INTERSTITIAL SPACE BETWEEN TANKS BUILDING. LOW VOLTAGE FLOATS, 1l
ENT SECTION SIMPLEX PANELS;
SEE PAVEMENT MEYERS OR EQUAL.
TANK DESIGN: o
PROPOSED USE: FLOOR DRAIN. PER PLUMBING = 0 /
CODE, ESTIMATED 200 GAL ONCE PER .MONTH,
HAND WASHING EST. 150 GPD, 150 GPD + 10 (2) 3/4° GALV. STEEL
GPD FLOOR DRAIN X 5 =800 GAL REQ. CONDUIT FOR ALARMS.
USE 1000 GAL. TIGHT TANK (ADEQUATE). l JJ
PVENT
TIGHT TANK SHALL BE H-20 1000 GAL C� h�j�7 `I
INDUSTRIAL WASTE WATER TANK HOLDING F_
SYSTEM BY ACME PRECAST OR EQUAL. DOUBLE
CONTAINMENT TIGHT TANK SYSTEM SHALL INSCONSISTOF H-20 RATED 2000 GAL. SEPTIC 2000 G I-' BING
TANK CONCRETE VAULT W/INTERNAL 1000 GAL. OUTER�N INTERNAL 000 DRAWINGS
MONOPOUR TANK, VENTED, WITH PLASTIC
RISERS UP INTO 2000 GAL RISERS. SEE TANK CONCRETE TANK
SEPARATE DETAIL SHEET. VENT THRU BLDG. NOTE: TIGHT TANK IS DEFINED AS A
STACK. COORDINATE WITH PLUMBER. "DEDICATED SYSTEM" UNDER THE PLUMBING CODE
n USE CEMENT LINED .CAST IRON PIPE, PLUMBER TO
SIGNAGE "NON -HAZARDOUS INDUSTRIAL MAKE UP CONNECTIONS AND VENTS
WASTEWATER HOLDING TANK" SIGN TO BE
INSTALLED ON BUILDING ADJACENT, SEE
SEPARATE CONSTRUCTION SPECIFICATIONS FOR
DETAILS, LOG BOOK REQUIREMENTS, ETC. u — 2 O TIGHT TA A �JI K
REFER TO 314 CMR 18.00. n n �
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. EXISTING SEPTIC LOCATION PER TIE—CARD ON FILE
WITH TOWN.
SCALE 1"=2000'±
ASSESSORS MAP 99 PARCEL 30
i
LICE #17—>31
.50,513 1
EXISTING
\.-A BUILDING
1
/
�0
4S t, t,' RCE IVEZ
1 MAR 29?
I?1
HEALTH DEPT. I
10,
.''PARKING
3o ��
Scale: 1"= 20'
r i, 2 r., 30 40 O FEET
Yarmouth Health I)epartment
ILIF
VE3
SITE PLAN
a>raae Date
OF
#13 DUPONT AVENUE.
SOUTH YARMOUTH, MA
PREPARED FOR
STEPHEN WINSLOW
DATE: JUNE 22, 2017
941110"
'IHOFMq
UANIELA
off 508-362-4541
-362-9880pJALELAfax 508DANIEL
10 A. � � A.1 t' �`.' CIVIL s'y OJALA ��' downcope.com
OJALA Fn 4n ()' 1i_A "' No. 4650? 3j ' CIVIL n
No. 40980 a1 \\ No 40"'180 �� n n k . ®�''� Croke. er�eerift 1%lb
�? ,0 2 ��,`� No. 46502
k� ( \` C.
e rF P o f
O f. b,r F F
GlSTE�
C./:�/� engineers
SURV�y <7, „P`�/
^� ,�,� land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
17-131
Knob Hilt
=-- --- Whites Path
Beticon
Locus
B Qwnin9
.c
n
vvV
�
- Jr a
a
n
SCALE 1"=2000'±
ASSESSORS MAP 99 PARCEL 30
i
LICE #17—>31
.50,513 1
EXISTING
\.-A BUILDING
1
/
�0
4S t, t,' RCE IVEZ
1 MAR 29?
I?1
HEALTH DEPT. I
10,
.''PARKING
3o ��
Scale: 1"= 20'
r i, 2 r., 30 40 O FEET
Yarmouth Health I)epartment
ILIF
VE3
SITE PLAN
a>raae Date
OF
#13 DUPONT AVENUE.
SOUTH YARMOUTH, MA
PREPARED FOR
STEPHEN WINSLOW
DATE: JUNE 22, 2017
941110"
'IHOFMq
UANIELA
off 508-362-4541
-362-9880pJALELAfax 508DANIEL
10 A. � � A.1 t' �`.' CIVIL s'y OJALA ��' downcope.com
OJALA Fn 4n ()' 1i_A "' No. 4650? 3j ' CIVIL n
No. 40980 a1 \\ No 40"'180 �� n n k . ®�''� Croke. er�eerift 1%lb
�? ,0 2 ��,`� No. 46502
k� ( \` C.
e rF P o f
O f. b,r F F
GlSTE�
C./:�/� engineers
SURV�y <7, „P`�/
^� ,�,� land surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
17-131