SITE PLAN OF LANDr/f AUums
LOCUS 104P
I = logo,
hvb
6"Irvv, W, Rude
8" INv, OUT. 96,86
T FOR 2IR FM�
RAPPE 970r /r
WERFLOW DISCHARGE toy A
FOR LEACHING PIT / \
040
FFD ROgQ
LOT STATISTICS
DEAIWAGE PUMP SYSTEM ROTES:
PLOT 61, IQ]'$
I, 2, 3,4 & 45
A. POMP TYPE! Myers MEld) i hp, 2" discharge, capable of ggvdling 3/4"
LOT use
Existing}
P.x{_jbrv°cf
prapastal TlSCSI
solids 230v. minimum, 1 phase or 3--hare. 6oha.
Buildings
3 300
81,260
E. PANEL: 21E simplex NEqu 1 enteric[ mount nand for single
Ga
94,37o1
94,ii%
1`),706
phaseCONTROLo
or l/b o,
phase or of 2n. for 3-phase pump. Equipped with belunallY rr a amp for
parking
0
0
12 808
1280%
alarm function. Convect panel to be located in a animal ly ucrvPL ea area
WooGravel
Wooded
85$50
of the building.
1,555
0
1,559G
12 50
Lanlksdscaped
Lerimceped islands
9,820
9,82I1
0
12,560
e1 t g between theb'ag a pump ham,oe be
Perimeter islands
99,6-
24,219
10)lbti
encased in conduit M proper fittings t h d to,maintain
i 5
Nat - connection. Electrical shall co -worm wi th the
Y42,9Y s.f.
13q 69s1'.
(B.Sri at
cal r,atr
N. C C applicable � iegulaC
C. C
00 :mlee tl n W 1
-` °! r
aL system G incorporate pump disconnect w t,]p a waged
automatically hen local and audible alarmAlarm and uump
BUILDINGUSP. (GGA)
power b en arate circuit
office/rethall
14340
3,300
14340
C. FLOATS: Normally open PM15NO p t duty floats, threefired "o be
Manufacturing
13:Mb
9
37925
connected into a Model 5JB5 way Proof junction box to Oe located in an
Wholesale I g
38,925
0
44,925
ac ibL location d the manhole
66,990
3'No
.1�
D PUMP CHAMBER: bco gallon Pt t3 k with one OV EVA cover (9
20) t, grade.R4ser And cast iron trade to b [ with Eutyl
go
Pat king 'requirements per
14.409A/16,201
Rubber gasket (a q » .) for atec t_ghtneInlet tee be located
under a_ ... a over to facilitate meaning.
Office/retail 1 per 250sE.
14,340-250=57
Manufacturing/wholesale
1.1 per rrnpioyee 35 x
1.1 - 39
Pump chamber and tanks risen connection' (it p), d
is a
all planting joints are to b t Iled 100%yst WATrverelF any
Till
aCVS
=11
groundwater o sdaare eraser entering [h system gill sevecmy 11mrr
prohadel
T tat prondcd
= spacer
sr
She RFe spanofthe leaching area.
Existing1on12&A5
Lt- age PC ,
perrapproved site play
9/23/98
allowed a r t 1 b
Existing on 6oL5 8 R 4
mirrCin per f
pmposnt m�udmg5rnvd
9/23/45 = Reis
junking =55%
6
!
Use pcocri6y N be,See tool 14206
1
V �11�
� dp-� Pat�
� �D
r I P d
allow[.]
0 c
renal
21% i
a R v A
N2R
P 6
10%
100
P1
9Se1
1 I storage
46%
.8% 96Y-
50%
60Y
i0o �
V �/ � / �
sPox
fig///vs°/
n la Aga
On tined
79% fit%
509a
1%
p� v A A A r° to N
Bui10/NG \, \ V A\ TO
AV A A \ V %Is
V V \� !/03 /l yd pn !
V% O
%
%
D9X _
%
VpFh !
8 A A
V A V A evil n9 aspholl paving
v, / v t O
\ \.NORMv! v �� NEW
- EXOT
LEACHING LPN E➢SaIfl SPOT
A, is To NO
,dT ` m r f}` RR.p�P €p\R AWAG WPLL5
INiL JJJ , e\ dA 55 feaft
HaN�flEAL.E XTWL BhSi
I � o .BO ARC*m at 0 GRFAMFSF R4ToA
3W CE NL SHEET
o / ``Cy Fs=sin
Y l2"FM G' 90P 35 PROP TIE-IN —
w - 9F L 0 C w VALVE
PPROP,5 M'C PLATFORM
NAAS
90 O�sF )A� PRLoagN FCPN GRAIN
for Add agee or // AS EL. 99.6 IN £ See. pV19.68
lam/ 9PE GE It
SHEET
oaf no
SYUqeJV
MY JXE6.DeTsQ
On���/ � A\. /A
PRA`v
SLAB EL.= 99.8=� 2 pump enamor
\ 9s--fep0a has
T,
d
to o
\ U I
TREESTRABAPPLE
ice
er
Up
ad
O \ o 1
ef
EXISTING
BUILDING
Ili
INV OUT 96.09 ° i �000 $F �L n Vy V PflCN5E0 ���
try
\ �� / elocalel4 Allbol lardd
RECAST GONE ORYWELL // E h beY
(CATLN BASIN)=9539
OUT (TO SMALE7 99.39 PROP. A' DITION �
SEE GET SHEET SLAB EL 99 B
/4800 SF��i fa I IA9 areaA 15 ��L��� ��� L
2 12 OF 314 IjA / for y OY Is (doors) 99
LCLEAN ASHEO STONE 11/WOrh
sureaourvowG oar weu so EXISTING L _
�(BUILDING
kat
,n
oors storage a
S
2y (3000 s.F.Z`
�g .d i
W
B EXISTING VEGETATION I I
MAIN
b
I of, I
� -- 5 039 51' 01" W 304.53' ----
REED ROAD
As
R Efl
D CAN RI--
BAYSERRY
et
—
surface
�1
IDA
TBEPR
esolo
—
Sys
nt5 .PD T.
Go
PROPOSED PARKING SPACES
43 TOTAL
iE as approved q Dartmouth
Conservation Comm7sslon
\)04 Order of Con516onG
/\ SE 1f 15-1181- 1217195
L, ch "v {, / . Rods
EY
\ol r al�� t'✓ \too .
I I o1�
L 6 /h
TE TE oT
c Lot 4
85,550 Alf.
Sky
It
II a
"Old"
S AR�i IDE��\
OTHERS
BERM'--
so
SITE
w PLAN OF LAND
in
n DARTMOUTH, MA,
m drawn for
JOSEPH DELGADO
E SCALE: N D I 6G'
' f' - E 1" = 30' 0 JO PO 30 60 90 REV NE'2 996
.,5 03°51° � W 65.97%' � 3j°51O0319'
�LIIL ENc/ryf.
p5 FPS Kenneth Re Ferreira
p e
g hi no'P `!,`Eft
Engineering 1►1�,��1
a AYm3 46 Foster Street £n g Wd 6 1�036
New Bedford, MA 02741
s1�DiTnsl+°° 508 992-0020 ♦ Fox., 992-337��
REV.I1-6.96 RY N.RF AOyff wgLLS/OSFS
SE 3178
PRECAST DRY WELL. HEAVY DUTY.
R-4995-1 Series Type M Trench Frame with
Solid or Grated Cover J
Cost Iron Trench Assemblies - Medium at Heavy
Duly - For Use in Sidewalks, Dllveways, Garages,
Loading Dookir t. i
7�am'�Rkallfilkg I,. FAIL
,
B Oeall 11, 91
Kicend
alsi Food Walla
ensional onion And
ART IRY
ealp, test 'All Of
IV EENAH
COuNOEEY aeMHYYY
rat C, I pal vca.k •pcc.I,I s
DEC If".
TO BE EQUIPPED WITH 6UTA.
ET
OUTSIDE CAULK de T -an see-Iat. ._ IL
S ALI d
If CHIP
SUATEIL
l -� '..
e. o .or I�� 1�'
4 as�y.�TSOLI 5111, PHILIP, DAILY
d
NAIIIII TILIHer m
k ., , r— tea„ � d _r . o ,o, E l .
Ei
A At far
-�� E
9m
pot j
_ ME SERIES
FdR TRENCH -)RENEGE 1/3 through 11/2RP
SYSTEM Effluent Pumps
one I HE. Single phc5e or 3 phase `
rom;e seal
single swl - �
THE MYERS ME SERIES EPELUENT PUMPS ARE
DESIGNED$p4CMCALLY FORO EMUM
PRESSURE DISTMII=ON MOODS.DNS. The HE Serlee
HIGH FLOW DRANAGE APPM(>ATI
effluentP P wit LUNGPL I
" P 11 p tl thed IPpi 1 optimum
t I only
A sdosinp Wires' resieries stant tp I likecast iron, stainless
steel and themajo t 1h Ithey will
perform far years to It' harsh effluent
Nronment and tl 1 g PPI Uons"For more
Information, call your MY distributor"today 0r the
Myers Ashland,Ohio sales pageat9RISE? -1144.
ADVANTAGES BY DESIGN
IDEAL FOR USE IN MOUND AND TRENCH PRESSURE
DISTRIBUTION SYSTEMS tl impeller
• High III cy t t Itl 9'
provides ideal ptl
• Importer P ION h solids I,
• Enclosed l Pro design and volutinator possibility e
jamming or Impeller
deign
Impeller
DURABLE MOTOR WILL DELIVER MANYYEARS
OF RELIABLE SERVICE
• 01filled to - Meet a-sspation
ticonstantbearing lubrication
• High) q pei 1 split apoclor(PGCJ"
Range pl I N gswlldes or
relayst
• Op 1 leek p b 1 seal look
Condition (Dual -Y)Helps
• M I h costlyevent 1 motor g damage tand temper
mure sensitive overload (Single phase only
THE ME SERIES EFFLUENT PUMPS ARE DESIGNED
FOR YEARS OF MNNFENANCE DART OPERATION
• Volute 1 9 pl bl 2 pump
originalto 1 f a .
• M ifId placeby E to a
a f - needed
RaODITCT CAPABILITIES
IV EENAH
COuNOEEY aeMHYYY
rat C, I pal vca.k •pcc.I,I s
DEC If".
TO BE EQUIPPED WITH 6UTA.
ET
OUTSIDE CAULK de T -an see-Iat. ._ IL
S ALI d
If CHIP
SUATEIL
l -� '..
e. o .or I�� 1�'
4 as�y.�TSOLI 5111, PHILIP, DAILY
d
NAIIIII TILIHer m
k ., , r— tea„ � d _r . o ,o, E l .
Ei
A At far
-�� E
9m
pot j
_ ME SERIES
FdR TRENCH -)RENEGE 1/3 through 11/2RP
SYSTEM Effluent Pumps
one I HE. Single phc5e or 3 phase `
rom;e seal
single swl - �
THE MYERS ME SERIES EPELUENT PUMPS ARE
DESIGNED$p4CMCALLY FORO EMUM
PRESSURE DISTMII=ON MOODS.DNS. The HE Serlee
HIGH FLOW DRANAGE APPM(>ATI
effluentP P wit LUNGPL I
" P 11 p tl thed IPpi 1 optimum
t I only
A sdosinp Wires' resieries stant tp I likecast iron, stainless
steel and themajo t 1h Ithey will
perform far years to It' harsh effluent
Nronment and tl 1 g PPI Uons"For more
Information, call your MY distributor"today 0r the
Myers Ashland,Ohio sales pageat9RISE? -1144.
ADVANTAGES BY DESIGN
IDEAL FOR USE IN MOUND AND TRENCH PRESSURE
DISTRIBUTION SYSTEMS tl impeller
• High III cy t t Itl 9'
provides ideal ptl
• Importer P ION h solids I,
• Enclosed l Pro design and volutinator possibility e
jamming or Impeller
deign
Impeller
DURABLE MOTOR WILL DELIVER MANYYEARS
OF RELIABLE SERVICE
• 01filled to - Meet a-sspation
ticonstantbearing lubrication
• High) q pei 1 split apoclor(PGCJ"
Range pl I N gswlldes or
relayst
• Op 1 leek p b 1 seal look
Condition (Dual -Y)Helps
• M I h costlyevent 1 motor g damage tand temper
mure sensitive overload (Single phase only
THE ME SERIES EFFLUENT PUMPS ARE DESIGNED
FOR YEARS OF MNNFENANCE DART OPERATION
• Volute 1 9 pl bl 2 pump
originalto 1 f a .
• M ifId placeby E to a
a f - needed
RaODITCT CAPABILITIES
Fil
LL
LJOL-Im. C. EL All 6or
AREA SACEIII In
Y
a
.rApout,menly .._�
CITED. NET
—..
.�
note 10
_
�X
PEOPLES- Price
e
N J
Or
r31
�
All 3 on
�
opt are
Unden
oast
arc a �k'
uphl
—�
Myers°
in
ro..e .9„al
�Ildlnd
G9�r�r,
--to
vo
e<,a
4 CATTL ERON OR IQUIV APPROVED MATERIAL
EX TEND UNDFR6R0 M r
TO BLDG_AND tN TO ROOF,
VENTS NOI TO BE COMBINED AT ANY POINT INTO
ONE T�
CAST NON FRAME 8 COVER
BVIIS UP TO FINISHED 6RA E� L_I•
PROPOSED PAVED LOAOIrv6 RAMP
R\NP
EST
HA HEAVY
Cl INLET FROM
TRENCH GRAN E -LONG BEND C ].A At. TEE
EL. 94S5,__ --+- AN
_L_IrvFy � �7 - -_EL. 9421
-/ OUTLET To
PUMP CHAMBER
_ oERIC 6" DIA.
EXTRA HEAVYCI PIPE
I
] WROUGHT" 8" POURED IN PLACE CONCRETE' ".OLIO
IRON CONCRETE BLOCKS WITH FULL MORTARED
E % STEPS JOINTS HORIZONTAL AND VERTICAL
PLASTERED INSIDE AND OUTSIDE OR RED
BRICK MASONRY PLASTERED ON INSIDE"
PORTLAND CEMENT MORTAR USED SHALL
j:.v. dv uriyED�-B-coN�RET['.'
CONSIST OF I PART CEMENT 2 PARTS SAND.
l -9�.. Jw� CEMENT BRICK, HOLLOW CONCRETE, OR
} CINDERBLOCK MASONRY MUST NOT BE USED,
OIL & GAS SEPARATOR
NOT TO SCALE
ALL COMPONENTS TO BE H-CO
RATED
MOTOR HOWG
Cre Call a
nari real.
jDni Px MAD, ron,
Voned ALI
ox VOLv
.- Iv ee ave:
FOL ate.
e WITH 2
TO 2.5 ENLARr
EN=SED me VASTVOLva/�R
Sent
a oke OF PAR J, ,in
an d CHu-CupmJ1 a on
so1N -
dragnet
' OphroalMa me
1
T--Paoli
1
r 18,aw
"III Renault
s '¢�'2S
,ra�c-a,.aMotorre
Car ET
D
B
3'6 6
Y-6'
scar
m
r
a
8 0
> O
6'
4 e
s-
Gat o
oMr
-
zs
to
sure
> o
al
r-0
GI
3-0a
-AS
ME SERIES
1/3 through 1-1/2 HP
Effluent Pumps
DIMENSIONS
Y
FEYI
IT
R
- -
PEE AORMANCE C ERVE e
Ap
DE
Myers" NAP Elet
DEI
ILL
En B CAST IRON
ME S C VPR
L, 98 Ce
o
o
BIG PIP6 W118" TEETrAI 1Ft,"
B.
OUT TO DRAINAGE
1
0 0
SWALEIiNV, R. 11 1
%
TV
rL
an 0
0 0
ID
G1
0
o
PC
for ED
Ea 0
3/4"- II2"
0 0
0
0
ED 0
L 0
.,LEAN WASHED STONE
4"
�
F-
-0 DIA ---I
I2'.0 mA --__ 1
10' 0' order n0. DEC 10 HD
co recede M nIn um 111 4 000 P.5" L Ca Pg Days
Steel Redrorcenett ASTES AG1575, GOIHM, ALLCoyer
Deign Loading- AASHO HS2044
ARM (TRENCH) DRAINAGE PUMP CHAMBER
1,500 GALLONS PRECAST SEPT iIS TANK 15x 10-15
SEE 5x 10-15
WORST ERT2
PLAN VIE qq —Alf r
sox
yr
• us CONDVT TD BLDG.PAVE, ""1^.��
2" MIN,
CHAIHF„ CdonE
NOVEL —
FOR MA EarlE R
EOYNCEFE
INLET PIPE TO BE LOCATED
UNDER SINGLE ACCESS COVER
AS SHOWN ON PLAN VIEW,
CROSS SECTION VIEW
TYPICAL CGWCRETE BLPCK CATCH BASINS
TYPE F
CATCH BASIN FRAME B GRATE AS Niger BY
-LLEBARCN FWNMY Ca CAT. NO. I N82
I. WEE MO SHALL BE'A lNPE OF NB CA EQUIVALENT
WITH /4 NCH MESH, 23 GAUGE, GALVANZED WIRE PIPE
SCREEN COVERING;2 CUBIC FEET OF CRUSHED iT UTLET
SHALL BE PLACED ARWND EACH WEEPHOLE. "
2" UNICES MAY BE USED ` BETWEEN' TOP NOOSE AND an • B
FRAME NOR CAAEE ADJUSTMENT.' FRAME SHALL. BE'YT B ❑� `
IN FUEL BED OF MRTAR.
3, MA4. STANDARD CAROL BASIN UNIDO SHALL CC INSTALLED
ON. OUTLET PIPE WHEN REWIRED, �IL❑J� +❑ i
J
MORTAR NOT REQUIRED IN VERTICAL . JOINTS '
KEYWAYS TO BE PILLED WITH CEMENT F TAR.
PLAN OF BASE
p -a Mlx i WEEPHO It
5ECTGNAE PLATES LTOP FACE OF BASIN
BASIN WITH 4: FLANGE'. FRAME
INV. FROM _ IFTAPER IN l OR
CODEEL,%3 p 9 COURSES
ELF
97.90
1 In
"z -a
IF AD�j AA,yf.
('! EI'MIN,
`•,E - / / TO
EEPO0.E A A fro.
31Y=11/Z" 1 d'MIN. SEW�1 •1�
WASHED STONE y' • 2 0-6'
STANDARD
SECTION C C •�_.—'}- DEPTH
PAN IT
SOLID SECTION OR, fl XOhF, BRICKS AND MOOTAR 1 C D SEE �H NOTE OR BILL WITH LA. SS A oR D M CREiE.. 61MIN, 6 6
BLOCKS l0 OE SET IN PULL BEO W CEMENT W AR 4 _0' DIAM, MIN.
CLASS 4' OR UP CEMENT CONCRETE OR PRECASY
/CONCRETE SECTIONAL PLATES. SEE ABOVE. A 3 B MAL
TOWN OF DARTMOUTH
• Mx.
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION SECTION. B-B
E.L, LEBARON FOUNDRY CO. CAT.
SQUARE AND RECTANGULAR' FRAMES AND GRATES
SQUARE FRAMES AND GRATES
Co, D
rRe
r yl
as 1
/ ° V��
cal
his
m—_h a sPE s Is/ BM N NCHES 'RvAAvt `^ anal �s.l ^d.d..d n.44 1'gs Too, E
SPECIFICATIONS
CONCRETE MINIMUM STRENGTH-5 OC PS. I. ISAdFEES
STEEL REINFORCEMENT-ASTM A 615 AT 60, F 185, GO A-49F1GKIN COVER
DESIGN LOADING-AASHTO HO G44
EARTH COVER OTO5 FEET
WATER TABLE -3'n FEET BFLOW FINISHED GRADE
CONSTRUCTION JOINT -SCALED WITH 1"DIA. BUTYL RURB'cR OR EQSUIVALENT
TEES-' PROVIDED AND INSTALLED BY OTHERS -_RA POTAOSo r eons.ne
31"
DRAINAGE DETAIL SHEET
JOSEPH DELOADO
d /b /a DARTMOUTH BLDG. SUPPLY
958 REED LOAD
DARTMOUTH, MA.
GNACENG/ry(•FPS
Kenneth R.
Ferreira
O
o
Engineering
Inc.
a"
P.O. Box 1903
a
Ala. Rr.Afnrel MA 02741-1903
Drawn By, Cs. M.ET Drawing No,
Checked By; X.RF. 3178
COPIES CHANGES TO OR ONLI
a them ELEV, ON DETAILS
G 125