HomeMy WebLinkAbout313 Whites Path - Detail SheetSYSTEM PROFILE SYSTEM DESIGN: �+
ALL SYSTEM COMPONENTS SHALL BE NOTES
(NOT To SCAMMARKEDWITH MAGNETIC TAPE DR 2,000 S.F. WHOLESALE/RETAIL ®50 GPD/1000 S.F.= 100 GPD
SLAB EL. 26.5'
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION. 1,400 S.F. WHOLESALE/OFFICE @ 75 GPD/1000 S.F.= 105 GPD 1• DATUM IS NAVD88
CONCRETE COVERS TO WITHIN 3" GRADE 6,500 S.F. WAREHOUSE WORKERS 9X15 = 135 GPD
26 22, ���� 2' PEASTONE OR GEOTExFILE 2. MUNICIPAL WATER IS AVAILABLE
' MINIMUM .�s' OFi COVER OVER PRECAST FILTER FABRIC OVER STONE TOTAL DESIGN FLOW ESTIMATE 340 GPD
PRECAST N -1D WATERTEST D'SOX �2% SLOPE REQUIRED OVER SYSTEM 25.5 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
D SEPTIC TANK: 340 GPD (2) = 680 (FIRST COMPARTMENT) 4; DESIGN LOADING FOR ALL PROPOSED PRECAST
RrsERs') FOR LEVELNESS
jj:::::2Y 4"0SCH40 PVC BLOCKS OR - -
PIPES LEVEL IST 2' PRECAST RISERS 340 GPD (1) 340 (SECOND COMPARTMENT) UNITS TO BE AASHo H-�
MORTAR ALL INVERT IN 21.67 340 + 680 = 1020 GAL. REQUIRED5. PIPE JOINTS TO BE MADE WATERTIGHT.
PIPES LEVEL SST 2' COMPONENTS )
22.86'1 TEE 24 ?EE F ENDS SIDES 22.5' USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK6. CONSTRUCTION DETAILS To BE. w ACCORDANCE
22.6' TEE �5'
T GAS BAFFLE • GAS BAFFLE ;• „°�°. ,°° �'�®® ®� ��®- ® LEACHING: WITH 310 CMR 15.000 (TITLE 5.)
ED ED ED
816 CAL COMP. 534 GAL COMP Z1.g4' ° ^ 21.•%7' ' ®® �f��f✓
®® ® ®�t5 m SIDES: 2 (30.0 + 12.83) 2 .74) = 127 GPD 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
1 18.67 NOT TO BE USED FOR LOT LINE STAKING OR ANY
BOTTOM 30.0 x 12.83 (.74) = 285 GPD OTHER PURPOSE.
'°000a000np,ono,e,°e°g°g°g°^ooanono^0000 °°ao= LH -10 500 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
6" CRUSHED STONE OR MECHANICAL 3/4"-1-i/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED TOTAL: 557. S.F. 412 GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
COMPACTION. (15.221 (21) ALL AROUND PRECAST STRUCTURES
OVERALL DIMENSIONS TO OUTSIDE OF. STONE: 33.5' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR
(__9__% SLOPE) MIN. (-Lx SLOPE) (-!-% SLOPE) USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) CONCEALED WITHOUT INSPECTION BY BOARD OF
GAL
WITH 2.25' STONE AT ENDS AND 4' AT SIDES HEALTH AND PERMISSION OBTAINED FROM BOARD
LEACHING OF HEALTH.
FOUNDATION 13 - SEPTIC TANK 41 D' BOX 12' FACILITY 546 GPD MAX ALLOWED IN ZONE II (340 GPD < 546 GPD OK)
13.2' BOTTOM TH-1 NITROGEN CALLS: 4.99 PPM < 5.00 PPM APD- O.K. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
NO GROUNDWATER FOUND CALLING DIGSAFE (1-888-344-7233) AND
6' LOAM & SEEDDISTURBED AREAS VERIFYING THE LOCATION OF ALL UNDERGROUND &
6" H-20 F&G.)
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
U
FILTER FABRIC VNQER WORK.
GRATE UNTIL LAWN \ , ,I J. PARKING CALCLATIONS"
ADJUSTING BLOCKS/14-20 RISER
MORTAR ALL COMPONENTS
(ttP.)
eO ��
4' MIN. PEASTONE
T AND MIRAFl 1 ONE -0" X
FABRIC OVER STONE
H-20 'o
1 DOD GAL e
m LEACHPIT
'SHOREY OR EQUAL
'2
3/4' - 1 1/2"
V\ DOUBLE WASHED STONE /
4' MIN. AROUND PIT
& 6" UNDER PIT
ROOF DRAIN SECTION
N-_ TQ SC. Lf
SEE PAVEMENT SECTION
HEAVY DUTY H-20 COVER \
LABELED "DRAIN" F&C
DRILL 1"0 HOLE IN COVER
COMPACT BACKFILL IN 6"
LIFTS (T'YP. ALL DRAINAGE)
MIRAFl 140N FABRIC OVER H-20
PRECAST
FABRIC LINE ALL SIDES OF DRAINAGE RISERS SLOTTED 12'0 HDPE DRILL 4(2)1-0
AS REQ. ADS N-12 OR EQ. HOLF°
MP.)
ET L INV.
6'0! ; c� •'LP EL LTOKE :.. '`• MIN, AROU PIT
6" STONE UNDER
3/4"-1-1/2" DOUBLE WASHED STONE (M.)
SECTION THRU DRAINAGE
NOT TO SCALE
NOT TO SCALE
E
CALIPER
LIMING/BUFFER TREE
NFORCED NEW BLACK RUBBER
iE (1/2' ID)
IDLE STRAND 12 GA
V ANNEALED TWISTED WIRE
E WRAP. LAP ENDS DOWN
NOT STAPLE
TAKES EQUALLY SPACED
IUND TREE 2 1/2'z2 1/2'x10'
ACED V-0" FROM TRUNK,
INED DARK BROWN.
KES DRIVEN AT ANGLE AND
LED VERTICAL WITH WIRE
C-0" BURIED
3" DEEP SAUCER
DEPTH SHREDDED BARK MULCH
ADJUST HEIGHT TO
ORIG. PLANT REVEAL
(OVE BURLAP FROM TOP
F OF ROOTRALL
APACTED SUB -GRADE
L Mix
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
INDUSTRIAL: WHOLESALE SALES 2000 SF X 1 SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY,
OCC/100 SF (1 SPACE/2 OCCUPANTS) = 10 SPACES
INDUSTRIAL: STORAGE: 7900/ 1 OCC./300 SF
CAPE COD BERM (1 SPACE/2 OCCUPANTS) = 13 SPACES
12"X3" INTERGRAL WITH TOP COAT
1.0" TOPCOAT MASS DPW TOTAL: 23 SPACES REQUIRED
611-1.2-m
TYPE nR BITUMINOUS HOT MIX ASPHALT 23 SPACES PROVIDED INCLUDING 1 VAN HANDICAP
SHADE TREES- 23 SPACES (1/8) = 3 TREES REQ.
°_ ""°_° 3+ SHADE TREES PROVIDED
EXTEND GRAVEL 6" MIN. / 12" COMPACTED SAN\ 8" REPROCESSED ASPHALT GRAVEL
PAST EDGE PAVE BELOW GRAVEL MIN. MDPW SPEC. VIB. ROLLER COMPACTED
COMPACT SUBGRADE
MH EL. LISTED
C.B. TRA
12"0 HDPE P
PROPOSED
4DIA. PRECAST
H-20 MANHOLE
'0X6'-8" SHOREY S(
BASIN H-20 OR EQI
NOT TO SCALE
SEE PAVEMENT SECTION
ADJUSTING COURSE L (2) 1;
8" H-20 F&C EL, LISTED
ADJUSTING COURSE
MORTAR
12'0 -HDPE PIF
EL. LITED PROPOSED
PRECAST
H-20 CATCH BASIN
4' MIN. SUMP
SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS
BUTT JOINT ON EXISTING BASE AND REMOVE OLD
PAVEMENT TO PROVIDE A STRAIGHT EDGE.
STREETS, DRIVEWAYS
AND WALKS
EXISTING PAVEMENT BITUMINOUS PAVEMENT
\ ' BASE. 1" TOP MDPW TYPE 1-1
GRAVEL
BASE COURSE
8" REPROCESSED GRAVEL
COMPACTED
APPROVED
BACKFILL
12' MIN.
R FABRIC
F REO -0)
PIPE
UNDISTURBED FIRM MATERIAL
BOTTOM
LAWNS AND
CROSS COUNTIJY
EXCAVATION- FAM OR ROCK
ALL ROCK EXCAVATION AND STONES
LARGER THAN 6" SHALL BE
DISPOSED OF AND REPLACED WITH
APPROVED EXCAVATED MATERIAL
OR GRAVEL BORROW.
io
PIPE
O.D.
\\`
CAREFULLY COMPACTED
30" CAST IRON COVER ON 30" I.D. H-20 RISER PLASTIC
"MAX
"MIN.
12"MIN.\'
\\
SELECTED MATERIAL OR
WITHIN 12"
TIGHT TANK WITH LETTERING
GRAVEL BORROW
OF FINISHED GRADE FOR EASE
OF ACCESS.
NON -HAZARDOUS
POSITION TO BE OBTAINED
INDUSTRIAL WASTE
D'
CONTRACTOR
TO PROVIDE
WATER HOLDING TANK"
TO BE SET FOR 3 4 OF
LEAK DETECTION FLOAT
1/2 O.D.
IN 2" LETTERING.
CAPACITY, ALARM AND PRESSTONK
14:1 �L�IfJ��L
CAREFULLY COMPACTED
4
SELECTED MATERIAL
tc�
o n 6" MIN.
mor
BUILDING. LOW VOLTAGE FLOATS,
W.a4V..
TO LANDSCAPE AREA.SIMPLEX
SEE PAVEMENT SECTION
PANELS,
STEEL REINF. 1" MIN COVER
\\\\\•
6'
UNDISTURBED
(4) #6'S VERTICAL MIN.
ROCK SURFACE
EARTH TRENCH -1- ROCK TRENCH
STANDARD DETAIL
PIPE INTRENCH
NOT To
CONTRACTOR
TO PROVIDE
CONTRACTOR TO PROVIDE
16'7" X 4" X .120 SQUARE STEEL
30" CAST IRON COVER ON 30" I.D. H-20 RISER PLASTIC
SIGN ON BUILDING ADJACENT
MANUF. LeBARON,
TANK RISER TO EXTEND UP INTO H-20 RISER TO
WITHIN 12"
TIGHT TANK WITH LETTERING
WEIGHT: 480 LBS
OF FINISHED GRADE FOR EASE
OF ACCESS.
NON -HAZARDOUS
POSITION TO BE OBTAINED
INDUSTRIAL WASTE
NORMAL HIGH WATER LEVEL ALARM
CONTRACTOR
TO PROVIDE
WATER HOLDING TANK"
TO BE SET FOR 3 4 OF
LEAK DETECTION FLOAT
IN 24" RISER..
IN 2" LETTERING.
CAPACITY, ALARM AND PRESSTONK
14:1 �L�IfJ��L
SILENCE SWITCH ON PANEL INSIDE
3' REVEAL
INSTALLER TO RUN 2" VENT
mor
BUILDING. LOW VOLTAGE FLOATS,
ASTM A-79 GRADE 60
TO LANDSCAPE AREA.SIMPLEX
SEE PAVEMENT SECTION
PANELS,
STEEL REINF. 1" MIN COVER
TERMINATE 5' OFF GROUND WITH
6'
MEYERS OR EQUAL.
(4) #6'S VERTICAL MIN.
INVERTED U SHAPED PIPE. 8"X8"
0
0
P.T. BOLLARD 6' LONG, 3' BURIED
v
o
STEEL SWEEP
0 PROTECT VENT. ALT. VENT BACK
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP DWGS
(2) 3/4" GALV. STEEL
BE RATED FOR A 120+ MPH WIND ZONE
E LIGHTING
THROUGH .PLUMBING STACK.
CONDUIT FOR ALARMS.
IA3
VENT
PITCH BACK, NO LOW POINTS
=
2500 G
L.
' ! 'EXISTING FLOOR DRAINS
SEE PLUMBING
OUTER
INTERNAL 1500
".
TANK
CONCRETE TANK
INV. 22.5
TANK DESIGN:
PROPOSED USE: FLOOR DRAIN PER PLUMBING
CODE FOR INDOOR VEHICLE PARKING,
OCCASIONAL WASHING OF VEHICLES, ESTIMATED
GPD FLOW - 20 GPD 1500 GAL TIGHT
TANK ADEQUATE.
TIGHT TANK SHALL BE H-20 1500 GAL.
INDUSTRIAL WASTE WATER TANK HOLDING
SYSTEM BY ACME PRECAST OR EQUI DOUBLE
CONTAINMENT TIGHT TANK SYSTEM SHALL
CONSIST OF H-20 RATED 2500 GAL. SEPTIC
TANK CONCRETE VAULT W/INTERNAL 1500 GAL.
MONOPOUR TANK, VENTED, WITH PLASTIC
RISERS UP INTO 2500 GAL RISERS. SEE
SEPARATE DETAIL SHEET. VENT THRU BLDG.
STACK. COORDINATE WITH PLUMBER.
TIGHT TANK
NOT TO SCALE
2'-10"
26
DRAIN
I off 508-362-4541 24"
fax 508-362-9880
downcope.com p
1'0 VENT HOLES MANUF. LeBARON, BROCKTON,MA OR APPROVED EQUAL
down cape engineering, enc, MODEL: -LK 110
WEIGHT: 475 LBS
civil engineers
land surveyors TYPICAL ACCESS COVER
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 0267.5 SCALE: 3/4" = 1'-0"
DICE #15-018
I t -
DATE DANIEL A. OJALA, P.E., P.L.S.
19'7"
TOTAL HT.
CAP
SHIELDED FIXTURE -6" DIRECT MOUNT- NO TILT
LIGHTING SPECS:
HESS LED
ON PS4S118C1BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
NOT TO SCALE
1/2" EXP JOINT APPROXIMATELY 24'-0' OC
1/2" EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2", W/ 1/2" DIA x12" LONG
TO CONC STRUCTURE OR BLDG SMOOTH EXP DOWELS AT 2'-0 OC, ONE-
HALF GREASED
CONTINUOUS SEALANT SMOOTH TROWEL ALL EDGES
PREMOLDED FILLER -6" WIDE
44-6/6 WELDED WIRE FABRIC CONTROL JOINT
STOP WWF AT EXP JT
rSMOOTH TROWEL ALL SEALANT 6"
EDGES 6" WIDE FINE BROOM FINISH
PITCH 1%
n c a
d G
m 4 .a\
COMPACTED AGGREGATE BASE �� d
UNDISTLRBED OR COMPACTEDSUBSOI
CONCRE 7, E SDEVV L [<
NOTES: SCALE: 1 1/2" = V-0-
1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW
2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN.,610)
A -A
FRAME AND
16'7" X 4" X .120 SQUARE STEEL
24 1/4"
1'-0"
MANUF. LeBARON,
POLE
MODEL: LF 248-2
WEIGHT: 480 LBS
CONDUIT AND ANCHOR BOLT
(OR APPROVED EQUAL 8" F&G)
POSITION TO BE OBTAINED
FROM LIGHTING MFG.
G. Li G O_ 1 CI
r-
�n
3'
A
24"0 BASE 8' LONG
14:1 �L�IfJ��L
3' REVEAL
mor
ASTM A-79 GRADE 60
STEEL REINF. 1" MIN COVER
6'
(4) #6'S VERTICAL MIN.
5000 PSI MIN CONCRETE
2" RIGID GALVANIZED
STEEL SWEEP
3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP DWGS
FIXTURE AND POLE TO
BE RATED FOR A 120+ MPH WIND ZONE
E LIGHTING
DETAIL- SECTION VII
NOT TO SCALE
1/2" EXP JOINT APPROXIMATELY 24'-0' OC
1/2" EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2", W/ 1/2" DIA x12" LONG
TO CONC STRUCTURE OR BLDG SMOOTH EXP DOWELS AT 2'-0 OC, ONE-
HALF GREASED
CONTINUOUS SEALANT SMOOTH TROWEL ALL EDGES
PREMOLDED FILLER -6" WIDE
44-6/6 WELDED WIRE FABRIC CONTROL JOINT
STOP WWF AT EXP JT
rSMOOTH TROWEL ALL SEALANT 6"
EDGES 6" WIDE FINE BROOM FINISH
PITCH 1%
n c a
d G
m 4 .a\
COMPACTED AGGREGATE BASE �� d
UNDISTLRBED OR COMPACTEDSUBSOI
CONCRE 7, E SDEVV L [<
NOTES: SCALE: 1 1/2" = V-0-
1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW
2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN.,610)
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
1" TOPCOAT
MASS DPW
-2" BINDER TYPE II
BITUMINOUS
PAVEMENT
" PROCESSED GRAVEL
4 1/2"
SECTION
A -A
FRAME AND
GRATE
24 1/4"
1'-0"
MANUF. LeBARON,
BROCKTON, MA
MODEL: LF 248-2
WEIGHT: 480 LBS
(OR APPROVED EQUAL 8" F&G)
G. Li G O_ 1 CI
r-
�n
A
14:1 �L�IfJ��L
mor
G u ri u C
\--
1 1/4"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
1" TOPCOAT
MASS DPW
-2" BINDER TYPE II
BITUMINOUS
PAVEMENT
" PROCESSED GRAVEL
4 1/2"
SECTION
A -A
FRAME AND
GRATE
SCALE: 1/2" -
1'-0"
MANUF. LeBARON,
BROCKTON, MA
MODEL: LF 248-2
WEIGHT: 480 LBS
(OR APPROVED EQUAL 8" F&G)
LD E EI _IL IL.EEil .
TO ACCOMPANY
SFE.- P LAN
OF
313 WHITES PATH
SOUTH YARMOUTH, MA
PREPARED FOR
JOHNSTONE SUPPLY
DATE: APRIL 6, 2015
REV.: MAY 14, 2015
SHEET 3 OF 3