HomeMy WebLinkAboutLobster Boat - Engineer Plan0
W
N
Q
w
0-
0
J
J
W
C
z
D
2
O
W
H
Z
w
Q
a
0
m
1933 ALTERAN op
�,1O
� N
W
G- O
O
W�
t-
Z N
Q
=
U
O
W
0
W
W
J Q
W
L`O
Wn
W
pd
OZ
Y WO
>
O m
d U
O O
En m
... � z a Q
eF
G
wz
w °"
N d
�Ob'� 3NId
.cam
P��ER
RIVER
I
Q
1
cn
U
0
qoczL
I� 1
W W
ir Of
QQ
W
~ 'J U W
�1i > U
~ Of a- z3 tW W- of
� = Wv CD t: W >m
a o
O 0 Z Z p a N W O O
O J o 0 aU NQ m t- W W m UO U U
< Q W U W a =p W U ? W Q F" C9 W G 3 Q N Z U U
cii z CL F a w� wV m Y F¢ a z i o Z 3 zoo' Q Q
t- Q o cn o c� c� -� U U a F a F 0-0 a a
U D CL W CL W m W m con m N 0 a J M� X a WOW a. cL
a W a W Oct a s
Z I� i _
O 0 r) ,o 11 I 1 a cn o a J g 3 s
W I I I I \
0 0
O p
Lo
^N
+ tD O
Z W
Q
U
(D
0
0
0
O
O
O
10
O N
0
z
(nQJwj
W
LLJ I W W Q
tW,tZoa co
F-NO()}- 0:)
(One-LLj C)
n
OaWN�
Nto
Z li Q.7 00
wzm QO
O N � O W V) cr r,i
W a �...., � W r - —
� a , c_n m 157.03
a X0`'., r M
x w H �..,` 1 W
25 at
M .9L,99.60 N _ _ co
x Z • �� err' LLJ N ` -_--.- -_ ----Lr;
Ld
W • _� �� L0 X I I �i X
am -wee
W �� '- I 6p 5' i I 1 a o
e� 1 LLI
Z
j a ' X� 60.5' ,� 1 1'rj/ji1' �ff/ Y
1
En CL
U W ' {! •` r, f i f /: f/ %° %/f� / f f ,/ / f f J �� \\\\\\ w= •'. I (� L Y J Z
W _ O p' fit./,�' ,� �j / d,: /�/ J ', /,f/�/ / frf���f `,x Q \ �I • 1 • �� (n
O W s • f f/ �' /f , f' d' f' ; ; f e/ % / / f /ifd✓ {' i f / / >p \ 0 O X
W i ti % r / f, '/,"'r / / //J / / �i{,.%� r1f ' f f!`/ N W� \ \ , . W L W
C) ' / t ,�'' U W 1
1. e f, jf / 1, J '� , J J j / f / f� % I \\\\\\\\\\\\\ I I / W aLLJ O
w ` �� ' ". /f/ / , s fi , , !/� r ► i ' f�; / J ��� r✓/ ° /f '' / /�f r / I " .,� ( c� t- W
/ 1 , ; J f; f ; , m J — — - Z
l f 1 0J0
/ /` +-/ i % '' / ' I E d ' / 'f 1-°/'' d f r� v� I o J — W W
0 ' I� / f /`,, r� i' / ' 1 d (-••' �,/� f o` i '/ ' % cD w� Z�' _ _� ,nr "' � ' X ` d: X
i� �/ .�/r r f x J - - - - orco
n j dfj �; /,/ i �' t X m �'' I 1 f e \ A o a
d f I
f fJj, 1: f ,; f ,d 5I \ 3 N W o
r / i/ ✓ .//f1" , �� / / '/, /Jf % J� f f% // // / JJ/ 1 / d7 N Q H }
m '� Q�
• 1 �'/ /f s ! J• / ff' //-./� Jf i' i', /'/f,• / i/f ! ,! LLI '`�... J 6 '-
W N 'co
f� ! /� ' / % ' / /' !' 1 \ / / / 'f r i' fd f f` J \O hi 1 tD U t- 00 00 -� c f0
\/ f' / ! f , / '%/ f lIf J % H' �\ 1 �� II it
O • U f i i' f`f 'r / J/l''% i' / j /✓ /// ✓i / �!' ' ✓, r / i �,. - -`. \\� `\ \ii��� W • �' J
400
400
?x
Z Q , i''///' / / / J�, /� % fi ' J %, j/ fd �,� ,,.J r ,J fi1`,.-x t \\ `\ ���..\�` \00
400
0 U f' `r ,1 f' ; ,��< 00
,
W , 7,1 / i�d i ' � r/• �, / '/i' f� /f 'f! /f' ./ J cy %i �.`4'• \' ,'�' . '' ! ^c X a' ' r N X �. W o
1 ,_ • / f'`d % '',/r' f f�� f j.' / �''f �'/fd` ''fif, f k'� ate• l \>>"'` eO Y�® , ; a • 00 ® h9 Q U
op
A',
Q sea
�1 Q m // / i't� f f �/J / // / \' fd / f f v' O �!1 .. �J Z
m =) —
1 11
1 1 /
top
m = oa' Q N �, ,, / 'l� ' ' 1 ' f, J� f ' f (�1 ! ,v •,\ �1" wD ass ®� 0 'W
!- ,41
• ri W Z M1 i/ :, / / J `, f� aa;� . /' y�' ~r b. Y `, `�.. t N
} O=�U �� 0 7 e7 i // F, �< O� (�' y C �.. ���� X m 2 i- M
X w o V) cn 1 .� Q ' �1 y% d/1,d'ft r' 1 „„ ' _ \ rr . O N nM
li 0_ O m t- • C�9 o O ` �' J/ % % r/ % f / •.� N f\ M U U
w} W �3 r r :1' /; /, / ;,'� X x r� � \ r z F a
o =w �X t' N� Q' !/'f , N rr 00 / to Qa
t- z �* �\ 1 1 X W
z • ' , 4 ,� /Q\ o m \ yi ' WQ Z ZW 0
Q CD a rQ _
M
J000,• x W'CI `E
W O
o 0 o z mm ®' .�� [61 N s W N > o
Q ` � L( I ` �\ W I H
•
�aQQ / \
m (XcD •® ♦ w s
owz
Z ^` 0 to
/ \ \ Z
- z Q in
dop
®®®®' � i X x .. 68.76� � X � x 1 j W
• ® • ' / rl 1976'25 �g] ' o X t- vn O `. �j Nq
1
o• o+ Z T -
too C14 C)
/LLI
LL. m
r U 1Y L :•.
LLI a-
Ar /
N
G=
D
U
X
W
11
�U' a rr) d ��� `' / O•:�:•••'•:�:•• Q CT)
Y w N P U .Zi t7 O U J f \ �Q_j �N
a O W t N o \ \ .�✓ Z WO I� g °1 -0
r
H W .f i N ` NNd �� O O
X; Z J tom.., tD
�i U z x a O tD M
x }� Q w ��,I _� _ W Q W M
w I <IF QJU
w
8
I r x a. VIE
o a k`' -� '' Q �. 3)k o L�
_ o_
< 2
E w omz G\J)
���� Wm< O13A I �JW II
3 CL j 4/
W N
O \ � s'"�. . f` .0obi
�o ,i
l /
cc
' , O'
1
�I
z}�� `? C)�(n
E'er-=- yX
u)
z
m r`) W
1�
w
O
Of
LLJ
Q
I
b iV
ui C-4
�� O
'1 N
11
O
3
•
�IUi
Nr
Z
m
Q
3
W N
W II
Z U
C
Ld
N
c
o
N
2
Q
W
2
LL-
0
Of
Q
m
i
I
I
N
0
CY)U
L
W
X (f) G
m
Q r
Q
Q
bi I— 0
� Q
O (n
lY
F-
00Q
W
Z,
� `(n N �y
o
ITF
m
z
O
W
0=
W
F-
I—
(�
p
L
U
O
Z
04
0)
o
Q
I—
w
z
Lit
N
Q
o-
of
D
U5
w
a
o
v
W
n
a
0
N
0
to
(o
Q_
z
U) ct.
O
r�<_ _
O r
=
'
I v
m F- 2
(i W
W
%' J
J 5
Q W
3
F-
O
_W
� o
N
N �
LLJ
(n �
W 1- Q m
Q
(n LLI �
� O
a
O W
o_
O
LL-
o
0_ vM,
W
O
89 — 040
SHEET 1 OF 5
15
I i
FIRST FLOOR ELEVATION 18.9f I
+
{ I
I I HD O.l. COVER ® GRADE TYPICAL
PROPOSED GRADE
_._ -
10 -EXISTING-sbIL-"PIPE-FROM--'RESTROaMS-__..__.{..____
! '
-L___- _._____.__•� .______._
i I EXISTING
i
iGRADE
6 I
I I I
i 5.12.
{ t
{
I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ... - - •� - - - - - - - -• - - - - -
i w �w r �.
;;jz-
- - - - - -
- - -• - - - - - - - - - - - - - •� - -
I
i
i I 4' PVC
PVC
-. -- -. -
i S-
i S-0 026
4•
010
S-0.020
+.
I ; 5.22 4.94
H.D. C.I. PIPE I
MIN.
` r_ -VERIFY- EXISTING_ SOIL_ PIPE_ ELEVATION _AT_
0
BUILDING AND PROVIDE tu�iNIMUM OF 27. i z
j PITCH IN PIPES UPSTREAM OF SEPTIC TANK o i
I
PUMP DISCHARGE (3" PVC) j
4.71 4.36 4.36
- ! - - PROVIDE CONSTANT PITCH - -
TOWARD PUMP PIT FROM 1
+ DISTRIBUTION BOX
I 2000 GALLON OBSERVED HIGH GROUNDWATER I
i + z, PUMP PIT ELEV. 2.7
UAL
i
II .
i 19,000 GALL�N SEPTIC TANK + _ _.._._ _ .-- - -- - .. -- .__-..- . -.-•-- ----__.---_ . .. _-_.___ .__.. _. _,_. _
5
42.2' i 1
,
-10
15
3"0 PVC FROM PUMP PIT PROPOSED GRADE j 2 LEA HING FIELDS 100' X 60.5'
11 OUTLET DIST. BOX. 4"0 SCH40 PVC PERF. ® 0.005
+ 2 REQ. 7.70 I PROPOSED GRADE
'
ti 2' LEVEL SECTION
II ,
10 i _.__ 7.20
• 10:1 MAX. SLOPE
- - - 4• PVC I
S-0.010
fell '
\7.99 ! 7.70 ; 6.70
60.5 X 100 LEACHING FIELD 2 REQ. ( i
- - - - - �• ,�%T -- �� _ I- _ i r. -sir -7.- -.1-.y - �"'T 'y .� %y���. r%_._ j'-'..�i �i- rr r,l 7 7 /i % �T,' 7 7 7 %- - -V-17-:- - 7-
7-
4- - - - -- - -
5 ._ -- +-Y .. .Y y y/- 1 ...fin .._' •T--7 T--f -�'r i��i %/ i
/ %' /!' / ; /-• `'` �•j - i j' f �f /' J` •� / NOTE: LIMIT OF SOILS REMOVAL IS 25 FEET LATERALLY IN ALL DIRECTIONS FROM THEPROPOSED LEACHING FIELDS.+ (SEE SHEET 1) THE DEPTH OF REMOVAL VARIESFROM SEVEN TO TEN FEET FROM EXISTING GRADE. DEPTH!OFREMOVAL SHALL ISTING-GRADE
BE DETERMINED BY THE ENGINEER DURING FIELD INSPECTION OF THE EXCAVATION ,
__REMOVAL_WILL_-EXTEND._THROUGH-.PEAT,-DEBRIS'AND SANDS WITH .FINES'-
0 -- f>_.-x. , ._�... _ ,r' .... t . / ,.. _ . r ENT BY WEIGHT. f ��
r` ,' 'y IN EXCESS OF FOUR PERCENT
OBSERVED HIGH GROUNDWATER
I ELEV. 2.7
,
,
,
,
I
I i ,
' I ' 00.0'
+ ,
I
A
1
1
-10
��EPTI C SYSTEM_ SE�CTI ON A -A
FIRST FLOOR ELEV. 8.90
PROPOSED GRADE
1 in. = 10 ft. HORT.
1 in. = 5 ft. VERT.
10 ____ro-__ _ _.__ _-.....,.____.._-.._-'-_ -_._-r _._...__.-.___EXISTING BLDG: SEWER - ,_.-----_ - --_ - EXISTING GRADE HD C.I. COVER ® GRADE TYPICAL
! i 5.12I'll ---- - - - - --
E-- ---- - - - - -- ---- - - - - - ---------------i---- - - - -,- -- -- -- �------- - --
1 4• PVC 4• PVC
4• PVC f i f
S-0.010 4' PVC +
S-0.010 ;OBSERV
5�0.010S-0.020 ""5.22
4.94
H.D. C.L4 PIPE10.0'14.94
MIN.LL
ED H GH GROUNDWATER
{
' i 4 ELEV. 2.7 Z3.,.-
5000-GALLON 1500 GALLON
+ 19,000 GALLON SEPTIC TANK
+ GREASE TRAP GREASE TRAP
0'
i 17.5' 17.7' Y; 22.
4
s
VERIFY; EXISTING SOIL PIPE ELEVATION AT
BUILDING AND PROVIDE MINIMUM OF 1%
PITCH IN PIPES UPSTREAM OF GREASE TRAP 1
SEPTIC SYSTEM SECTION B-B.
1 in. = 10 ft. HORT.
FIRST FLOOR ELEV. 8.90 1 in. = 5 ft. VERT. _
10
4 2" CURB STOP AND BOX
j - - - - -
S-0.010 _
4• PVC 4.36
s-o.oes
5 - -- - _ _... - .. .. _..... _ 3• PVC TO LPACMNG FTIA
1
4.66
H.D. C.I. PIPE 4.41 ;
10.0' '
MIN. ! '
! ? i I OBSERVED HIGH GROUNDWATER
:1000
GALLON 2000 GALLON I
PUMP PIT I ELEV. 2.7
SEPTIC TANK
VERIFY EXISTING SOIL' PIPE ELEVATION AT
BUILDING AND PROVIDE MINIMUM OF ;2% s
PITCH' IN PIPES UPSTREAM OF SEPTIC TANK
-10
SEPTIC SYSTEM SECTION C-C
1 In. = 10 ft. HORT.
1 in. = 5 ft. VERT.
10
5
-5
-10
SOIL TEST DATA
DATE: NOV. 14, 1989
EXCAVATOR: PIONEER PUMP
B.O.H. AGENT: NA
ENGINEER: ELLIS & THULIN, INC.
LOCATION: B-1
ELEV. DEPTH LOCATION: B-2
7.3 0.0 ELEV. DEPTH
FILDIUM SAND 6.4 0.0 T
2.7 4.6
2.3 5.0
0.3 7.0
-2.7 10.0
-9.2 16.5
OBS. GW
PEAT do CLAY
BOG IRON ® 7'
PEAT
FINE - MED
SAND
MEDIUM SAND
BOTTOM
2.5 3.9
2.4 4.0
-0.6 7.0
-8.8 15.2
-11.8 18.2
SOIL TEST
DATA
DATE:
SEPT. 17, 1992
EXCAVATOR:
CAPE LAND
B.O.H. AGENT:
B. MURPHY
ENGINEER:
ELLIS & THULIN, INC.
LOCATION: TP1
ELEV. DEPTH
5.2 0.0
4.2 1.0
SAND FILL
3.7 1.5
LOAMY SAND
FINE TO MEDIUM
SAND
1.2 4.0
0.2 5.0
MED. TO COARSE SAND
FINE TO MEDIUM
SAND
-3.3 8.5
BOTTOM
SAND
FILL
OBS. GW
PEAT
F-M SAND
BOG IRON
LOOSE MED SAND
F-M SAND
MED. SAND
FINE TO MED.
SAND
BOTTOM
LOCATION: TP2
ELEV. DEPTH
6.0 0.0
LOCATION: B-3
ELEV. DEPTH
7.0 0.0
2.6 4.4
0.2 6.8
-2.2 9.2
-4.5 11.5
-7.2 14.2
-10.0 17.0
FINE TO MEDIUM
SAND (FILL)
PEAT
3.0 3.0
2.5 3.5
LAYERS OF PEAT
AND
0.5 5.5
PISIS TO MED. SAND
BOG IRON
FINE-MED SAND AND SILT
-2.0 8.0
LAYERS • OF MED. TO COARSE SAND
GRAY FINE SAND
-6.5 12.5
NOTE:
WATER SEEPING INTO BOTH TEST PITS AT APPROX. ELEV. 2.0
BOTTOM
SEWAGE FLOW ESTI M ATE
SOURCE UNITS GPD/UNIT QTY GPD COMMENT
MED. SAND
TRACE SILT
OBS. GW
MEDIUM SAND
SEPTIC ODOR
MEDIUM SAND
MED. SAND
FINE TO MED.
SAND
FINE TO MED.
SAND
BOTTOM
RESTAURANT
SEAT
35
330
11550
310 CMR 15.02 (13)
APARTMENT
BEDROOM
110
3
330
310 CMR 15.02 (13)
FISH MARKET
EMPL
15
2
30
310 CMR 15.02 (13)
PROCESS WATER
EST
150
1
150
ESTIMATE
TOTAL ESTIMATED PEAK DAY FLOW 12060
SEPTIC TANK
TOTAL FLOW X DET. TIME = 12060 GPD X 1.5 DAYS = 18090 GAL. USE 19000 GALLON TANK
GREASE TRAP
SOURCE
UNITS
GPD/UNIT
QTY
GPD
COMMENT
RESTAURANT - KITCHEN
SEAT
1 15
1 330
1 4950
310 CMR 15.02 (13)
TOTAL FLOW X DET. TIME = 4950 GPD X 1.0 DAYS
= 4950
GAL.
USE 5000 GALLON TANK
LEACHING FACILITY
LEACHING FIELD
LEACHING
AREA
CAPACITY
N0. LENGTH W� TH DEPTH
SIDE
BOTTOM
SIDE
BOTTOM
TOTAL
ft ft ft
sf
sf
gpd
d
(pd
2
1 100
1 60.5
1 0.5
NA
6050
NA
12100
12100
PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE:
SIDE - 0 GPD/SF.
BOTTOM -
1.00
Lli
U
~
O
Y
LLJ
I-
Z
N
�
O
U
Q
LLJ
Ljj
-
o
Q
w
V)
Q
U
Fa-
uj
U
w
W
OL/)
O
V)
0
0
z
Q
EXISTING FISH
MARKET (APPROX. TOP OF FOUNDATION) 7.00
HD.
C.I. COVER ® GRADE (TYPICAL)
�/
--
_
----- ------
-�
<
�
- ---- -
-"
--- - - - - -- - --- 2" HD
POLY OR SCH40_PVC
0
4• PVC i
S-0.020 i -_.,h'
4• PVC
S-0.010 _
_ ._. _ __. ._... _ -.-
Q %1
vw,
Q
4.25
3.75
5.40 �H1 -
d
cn N
=o
P}-
J
S
4.00
+
3 70 3.70
CONSTANT
SLOPE TOWARD PUMP PIT
J L.C_
Q
2
Q
LL.I
Ld
VERIFY INVERT AT EUILDING, PROVIDE TWO
FOOT OF COVER ON BUILDING SEWER
Q
LL1
o
U
0
AT
BUILDING AND 2% MIN. PITCH
TO SEPTIC TANK. OBSERVED HIGH GROUNDWATER
�04
O
0
N
PUMP
1000
PIT
ELEV. 2.7
W
w
LLJ
I-
m
GALLON
SEPTIC
D
0
Q
p
_ ..
TANK _
- -- -
U_
a
12.6'
5.3'
56.9'
~ W
O
LJ
SECTION THRU
SEPTIC
SYSTEM D-D.
-�
1 in. = 10 ft. HORT.
1 in. 5 ft. VERT.
�8 -
0 4 0
=
SHEET
2
OF
4
PUMP PIT SPECIFICATIONS:-
PART 'l GENERAL
PART
2 PRODUCTS
1.01 SUMMARY
2.01
MATERIALS
A. Work Includes:
A.
A
Pump Pit:
1. Furnish and install pump pit, pumping equipment and
1. Provide all necessary elbows, tees, adapters,
controls.'
couplings, collars, piping and fittings for connection
of all pump pit structures and components.
1:02 QUALITY ASSURANCE
2' Piping and fittings: All internal pump pit piping
shall be SCH40 gale. iron pipe.
A. Qualifications:
1. Manufacturer: Firms regularly engaged in manufacture
B.
Pump Pit Structures: ;
of'Pump Pit products of types, materials, and
1. Provide 2000 gallon precast concrete septic tank
sizes required, whose products have been in satin-
adapted for pump pit use.
factory use in similar service f-or 5 years minimum.
2• Provide structures with proper inlet and outlet and
B. Codes, Standards and Inspections:
other access openings as indicated.
i. Pump Pit Materials and Installation: Comply with
3; provide precast concrete or concrete block risers where
all applicable provisions of Massachusetts
access is indicated at grade level and termination with
Environmental Code 310 CMR 11.00 and 15.00 (DEQE Title
cast iron frames and covers as specified on these
V) and local Board of Health regulations.
drawings or equal.
2. Obtain all necessary permits, inspections and approvals
4. Precast Structures: As manufactured by Acme Precast,
. from local Board of Health in proper sequence and
Linhares Precast or Rotundo _for standard H-20 vehicle
loading.
manner.
-
3. Comply with all applicable codes pertaining to products
and installation of electrical, plumbing and mechanical
C.
Cement Mortar: Gomel with Massachusetts Standard
y
equipment. Obtain all necessary permits, inspections
M4.02.15. one (1) part Portland Cement and two (2) parts of
and approval of regulatory agencies. "
clean masonry sand by volume with sufficient water to form
a workable mixture.
1:03 SUBMITTALS
D.
Pumps:
A. Product Data: Submit manufacturer's technical product data
PP1-Provide two MEYERS WHR10 1-HP 230V 1ph pumps.
and installation instructions for pumping equipment and pit
Pumps of equal Quality having a minimum pumping capacity of
components not specified on these drawings.
110gom at 22ft TDH may be substituted upon approval of
Engineer.
PP2-Provide one MEYERS SRM4MIC pump. A pump of equal
1.04 PROJECT/SITE CONDITIONS
quality having a minimum pumping capacity of 45 gpm at
13ft TDH may be substituted upon approval of Engineer.
A. General: The location of underground utilities, septic
systems and structures shown on these plans is approximate.
E.
Pump Controls:
Notify, DIG SAFE (1-800-322-4844) and the Yarmouth Water
PP1-Tire control box shall. be OHIO ELECTIRC CONTROLS
Department (508 392-4974) at least 72 hours prior to any
CWH1021DSP. NEMA1, with bell, light, and switches to
excavation for this project work. Verify building inverts,
silence bell and test system. The control box shall also
and report immediately to Engineer all site conditions
contain a cycle counter for each pump which will record the
which would conflict with execution of this project work as
total number of times the pump switches on.
described on these drawings.
PP2-The control box shall be OHIO ELECTRIC CONTROLS
CR411SP. NEMA 1, with bell, light, and switches to
B. Provide. install.and maintain all temporary construction to
silence bell an test system. The pump control box shall
protect persons and property from injury during the
also contain a cycle counter for each pump which will
' construction period.
record total number of times the pump switches on.
TANK
BUOYANCY DATA
SEWAGE PUMP NO. 1___(PP1
2"0 GALV. IRON PIPE
SECTION A -A 4" SCH40 PV
VENT
LEBARON LT105, 430LBS
PRECAST CONCRETE CONE SECTION
MANHOLE
o ►'ram
1'-0" N �. BARREL SECTION
1' MIN.
�►1nur■
PUMP PIT
SECTION A- A
RISER, FRAME & COVER
is
OUTSIDE DIMENSIONS THICKNESS SOIL - SUBMR, TANK SOIL WATER FACTOR
STRUCTURE LENGTH WIDTH DEPTH TOP BOTTOM SIDES COVER DEPTH WT WEIGHT DISP. OF
(FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (LBS) (LBS) (LBS) SAFETY
2000 GAL. PP' 13.00 6.50 5.33 0.50 0.50 0.50 - 3.5 3.2 24700 34011 16873 3.5
OTE, TANKS ASSUMED EMPTY, GROUNDWATER AT LEVEL OF MAXIMUM HIGH GROUNDWATER
C
13'-0"
INCREASE TO 3" SCH40 PVC ® 3' FROM TANK
I I I
SEWAGE PUMP DISCONNECT
I
I 30"0 OPNG i I
A
.- - - --,
I \ ELEC. JNCT. BOX i �I
/ I F--_ 1 '
-
I I I
1
I I I I
DUAL SEWAGE PUMPS i
\ � � I
I
I
6"
----------- - - - - -- --
ELEC. SERVICE CONDUIT
2000 GALLON H-20 PRECAST SEPTIC TANK
W/ 24" x 24" OPNG AT BOTH ENDS
FROM ST.
PLAN
PUMP DISCONNECT -
MOUNTED W/ 1/4" x 3" MEYERS CS85SS
GALV. LAG SCREW W/ FLOAT SUPPORT BRACKET
LEAD SHIELD
r
RISER HT. VARIES .
CAMPBELL "MARTINSON" SPDS8
SEE SHEET 2
SEWAGE PUMP DISCONNECT
6"
1/4" GALV. CHAIN
•:
ATTACHED TO BOTH
PUMP
-
3"
DISCONNECT
MAX. LIQUID LEVEL -
(TYP)
'
J
Q
t '
CONROY
2"0 GALV. IRON PIPE
2900-15
OUTLET TO LEACHING FIELD
on FLOAT SWITCH r
(TYP)
�.
0
V
6" MEYERS WHR10 SEWAGE PUMP
4"
10 230V, 1HP
TWO PUMPS REQUIRED
SECTION A -A
2000 GALLON PUMP PIT,
,iz -1-Off
PART 2 PRODUCTS cont.
2.01 MATERIALS-
F. Conduit and Junction Boxes: Electric wiring shall be
continuous in appropriate conduit from the pump pit to the
controls and to the power source. The float switch
activated alarm shall be powered by a circuit separate from
the pumps. Make splices in wiring at secondary splice box,
"Highline Products HL -41A, Fargo Mfg. (Brooks) 8-125A or
equal, located near the pump pit access covers.
PART 3 EXECUTION
3.01 INSPECTION
A. General:
1. Examine areas and conditions under which pump pit's
materials and products are to be installed. Note that
the base of precast system components will be located
as much as five feet below high groundwater level.
Provide dewaterino during construction sufficient to
reduce groundwater to at least one foot below -the base
of each component to allow excavation and placement of
foundation materials on undisturbed soil, and proper
comoaction of backfili materials.
2. Do not proceed with Work until unsatisfactory
conditions have been corrected in a manner acceptable
to Enaineer.
3.02 INSTALLATION
A. Pump Pit Piping:
1. Make all steel pipe joints permanently gas and watertight
using appropriate threaded fittings.
2. Make all pipe in connections at knockout locations
provided in precast structures.
3. Supoort pipe at proper elevation and fill opening
around -pipe with mortar.
4. PP1-Provide appropriate adapter to 3" SCH40 PVC at 2'
outside of pump pit wall. Provide 2" curbe stop,
(Mueller Mark II, Oriseal. or Ford, Red.Hed, Jones Ball
Valves or equal) and Buffalo 145-R slide type valve box
prior to expansion to 3" PVC
SEWAG
E PUMP NO. 2 (PP2
RON LT105, 430LBS
PLAN
26"
8 1/8"
FULL MORTAR BED
1 1 /8" BRICK ADJ. COURSE
w
PC CONC. RISER
> _ IF 'D' EXCEEDS 18"
0
TOP OF STRUCTURE
24w
SECTION A - A.
RISER. FRAME & COVER.
1/29f -l-o
PART 3 EXECUTION cont.
3.02 INSTALLATION
B. Precast Concrete Tank:
1. Place on level base of 3/4" to 1-1/2" washed stone at
least one foot in depth.
2. Bacufill with clean granular soil compacted to 90% of
ma>•imum dry density as determined by ASTM D.698 or
AASHO D:T99,
Assemble tank components in accordance with
manufactures instructions components to achieve
guaranteed watertight structures. Assemble tanks in
dewatered excavations. pump dry and demonstrate
watertight construction by absence of leakage through
construction joints for a 72 hour period after
restoration of high groundwater level.- '
C. Pumps and Controls:
1. Install oumcs and controls in strict compliance with
manufacturers instructions.
Set the elevation of float switches to provide the
drawdown shown on the plan. Set the high level alarm
switch at to activate the alarm when the liouid level
in the pit reaches the inlet invert.
�. Set pumps to operate in the following sequence:
PP1
(a) Pumps off
(b) Lead pump on at water level 4.08'
(c) Lead pump off at water level 0.33'
(d) Alarm and lag pump on at water level 4.33'
Pumos shall alternate.
PP2
( a) -Pump of f
(b) Pump on at water level 1.33'
(c) Pump off at water -level 0.33'
(d) Alarm on at water level 3.0'
All water levels referenced to inside bottom of pump
pit.
3. Demonstrate satisfactory operation of the pumping
system by operating the system through each pump cycle
with clean water.
TANK BUOYANCY DATA
QUTSIDE DIMENSIONS THICKNESS SOIL SUBMR. TANK SOIL WATER FACTOR
STRUCTURE DIAMETER DEPTH TOP BOTTOM SIDES COVER DEPTH WT WEIGHT DISP. OF
(FT) (FT) (FT) (FT) (FT) (FT) (FT) (LBS) (LBS) (LBS) SAFETY
600 GAL, PP 6.00 5.30 0.67 0.67 0.25 1.5 3.2 8366 4877 5646 2.3
GTE, TANKS ASSUMED EMPTY, GR7lh4DWATER AT LEVEL OF MAXIMUM HIGH GROUNDWATER
4"0 PVC VENT
ELECTRIC SERVICE CONDUIT
NON -CORRODING BAR
ELECTRIC JUNCTION BOX SUPPORT FOR FLOAT
SWITCHES
I I
2"0 HD POLYETHYLENE
I I I OUTLET
A L--
A
OQ
cl�V)
Q
Q=
(D
LLI F- r)
z
�--� 0 (n
E�
Do (n
W 4- w
/ ACME PRECAST \
600 GALLON
H2O SOLID PIT z
/O_//••
4"0 P VC ` W
INLET (TYP) \ /
24"0 OPNG CK
/
SRM4M1 CHUMP 2" GATE VALVE & CURB BOX
�
U F-
Y W O CV
p th U Z
0 V)
6' 0 `t
O
W > Z J J
PLAN QW0Q�
ELEC. CONDUIT W U W W
RISER HT. VARIES
4" 0 INLET
H2O REINF. CONC TOP z
'0 N
F- Q F -
3 2"0 160 PSI W
HIGH LEVEL SWITCH HD POLYETHYLENE 0
CAMPBELL SPDS8 I I ;V2" CURB STOP & BOX 0- �/ F- M
GUIDE RAIL & SEWAGE CONROY >-- L
= F- J
°o PUMP DISCONNECT MERCURY SWITCH #2900-15 W r o Q 5�
3 REQUIRED U w
z
1/4" GALV. CHAIN. z } Li
178 GAL/FT. Q 3 C)
--i FREE -FLOW 006 NN
4' _ r CHECK VALVE M o W w x
co
Q m
J 0 d
5'-6"0 2"0 SCH 40 GALV. I.P. Fa-
LLJI..L
MEYERS SRM4MIC W O
SECTION A - A SUBM. PUMP L-
ONE PIECE PRECAST CONC. 1(Mn
PUMP PIT - ACME LCB 600 W
NOTE : SET INLET AND OUTLET 0 1' ABOVE MAX. HIGH GROUNDWATER 0
600 GALLON PUMP PIT,/201'_o"89-040
SHEET 3 OF 5
17'-0"
---------------
--- - - - --
,
A i 24"7.0 OPNG I A
I 1
_
I
ji,
8"0 KNOCKOUTS (TYP)----------------------
PLAN
8"
6-
SECTION A -A p
NOTE:
TEES SHALL BE SCHEDULE 40 PVC PROPERLY SUPPORTED BY HANGAR
STRAP OR OTHER DEVICE.
5000,GALLON GREASE TRAP
1 /4" = 19- 0"
36'-7"
A
-T
24"0 OPNG.
0
1 �
8" KNOCKOUT
i
PLAN
11'-0"
A -------------'i A
21" OPNG
�o
8" KNOCKOUTS (TYP) 6"
�- - - - - - - - -
PLAN
11
10
T �-J
0
M = J
o
0I tO to
d- N Ci �•'
_
co
SECTION A- A
1500 GALLON GREASE TRAP
1 /411 = 1'- 0"
TANK BUOYANCY DATA
I �
I L
I I A
- L I n �
a I I
I -
-1 I I
I U r
I I
f r
i
\L----1-rl-rl�rr-�
4'- 8"
PLAN
4" 21"0
5"
B B
1'-0"
8w _
-�
SECTION A- A
t.�
.. 1._4w
00
I
1'-0"
4'- 8"
SECTION B-B
I I i
I I
0
6" N I 1 1 0000f
I---1-L ---- - - - - -
I
V 4'_8"
SIDE
14 OUTLET DISTRIBUTION BOX
1 /2" = 1 ' - 0"
OUTSIDE
DIMENSI❑NS
THICKNESS
SOIL
SUBMR.
TANK
SOIL
WATER
FACTOR
STRUCTURE
LENGTH
WIDTH
DEPTH
TOP
BOTTOM
SIDES
COVER
DEPTH
WT
WEIGHT
DISP.
OF
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(LBS)
(LBS)
(LBS)
SAFETY
19000
GAL,
ST
36.58
11.00
9.21
0.67
0.50
0.50
1
5.5
126792
46278
138109
1.3
1000
GAL,
ST
9.00
5.25
6.00
0.50
0.50
0.50
1
3.7
17025
5434
10909
2.1
5000
GAL,
GT
17.00
7.00
9.17
0.67
0.50
0.50
1
4.4
48473
13685
32673
119
1500
GAL.
GT
11.00
6.50
6.00
0.50
0.50
0.50
1
4.4
23100
8223
19631
1.6
NOTE, TANKS ASSUMED EMPTY, GROUNDWATER AT LEVEL OF MAXIMUM HIGH GROUNDWATER
A C.I. BOLT POCKET
BUTYL RUBBER GASGET
6"
m
SECTION A- A
19,000 GALLON SEPTIC TANK.
7/8"0 BOLT --�
CHAMFER ® CORNER
TYPICAL
BOLT CONNECTION
NTS
SECTION B-B
1
1
1
9'-0"
- - - - - - - - - - - - - - - - - - - - - -
l- 24"0 COVERS - \ I
I
I
I�I
� / I
1- I
8" KNOCKOUT (TYP) I
-------------------
PLAN
SECTION A -A
1000 GALLON H2O) SEPTIC T
6"
6"
ANI<
SPECIFICATIONS
PART 1 GENERAL
1.01 SUMMARY
A. Work Includes:
1. On -Site Subsurface Sewage Disposal System (Seotic
System).
2. Site Removal. Disposal and Restoration
1.02 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Firms'reoularly engaged in manufacture
Of septic system products of types. materials, and
sizes required, whose products have been in satis-
factory use in'similar service for S years minimum.
13. Codes, Standards and Inspections:
1. Seotic System Materials and Installation: Comply with
all applicable provisions of Massachusetts
Environmental Code 310 CMR 11.00 and 15.00 (DEQE Title
V) and local Board of Health regulations.
2. Obtain all necessary permits, inspections and approvals
from local Board of Health in proper sequence and
manner.
3. Construction of this septic system is subject to the
inspection of the Design Engineer, Ellis & Thulin, Inc.
(500) eee-2345. The Engineer will make sufficient
inspections of work in progress to certify to the local
Board that the installation conforms with these plans.
Notify Engineer of the proposed construction schedule
and keep Engineer informed of schedule changes as work.
progresses. Engineer shall inspect when clean fill is
in place under the leaching facility, and will verify
system component location. elevation and function.
4. This project work is subject to provisions of the Order
of Conditions issued by the Town of Yarmouth
Conservation Commission under MGL Ch13O S40 and the
Town of Yarmouth Wetlands Protection Bylaw. Make all
notifications. and 'comply with conditions related to
on -site execution of the work contained within the
Order.
1.03 SUBMITTALS
A. Product Data: Submit manufacturer's technical product data
and installation instructions for all septic system
components not specified on these drawings.
B. Record Drawings: At project close-out, submit drawings of
installed septic systems. show exact location and inverts
of all septic system components and underground structures.
1.04 PROJECT/SITE CONDITIONS
A. GenF-al:'The location of, underground utilities, septic
systems and structures shown on these plans is approximate.
Noti-fy DIG SAFE (1-800-322-4844) and the Yarmouth Water
Department (50e 392-4974) at least 72 hours prior to any
e^=c3vation for this project work. Verify building inverts,
and report immediately to Engineer all site conditions
which would conflict with execution of this project work as
described on these drawings.
B. Provide, install and maintain all temporary construction to
protect persons and property from injury during the
construction period.
PART 2 PRODUCTS
2.01 MATERIALS
A. Septic System Piping:
1. Provide all necessary elbows, tees. adapters,
couplings. collars, piping and fittings for connection
Of all septic system structures and building soil pipe.
�. Piping and fittings: All septic system piping shall be
SCH40 PVC with solvent weld joints except that the
buildino sewer within•ten feet of the' foundation wall
shall be EH Cast Iron Pipe.
New water service to fish market shall be 150 psi rated
3/4" dia. HD polyethylene pipe or other as approved for
use by the Yarmouth Water Department.
S. Seotic System Structures:
1. Provide all precast concrete septic tanks, distribution
boxes, pump pits and crease traps in sizes indicated.
�. Previde structures with proper inlet and outlet and
Other access openings as.indicated.
3. Provide precast concrete or concrete block risers and
cast iron frames and covers as specified on these
drawings where access to structures or piping at finish
grade level is indicated on these drawings.
4. Precast Structures: As manufactured by Acme Precast.
Linhares Precast or Rotundo for standard H-20 vehicle
,loading.
C. Septic System Drainage Aggregate:
1. 3/4" to 1-1/2" washed stone free of iron, fines and dust
in place and <0.2% material finer than a Number 200
sieve as determined by AASHO test methods T--11 and T-
27,
2. (Peastone) 1/e" to 1/2" washed stone free of iron. fines
and dust in place and <0.2% material finer than a
Number 200 sieve as determined by AASHO test methods T-
11 and T-27.
D. Cement Mortar: Comply with Massachusetts Standard
M4.c)2.15. one (1) part Portland Cement and two (2) parts of
clean masonry sand by volume with sufficient water to form
a workable mixture.
E. Pumps: See pump detail sheet for pump specification and
installation.
�i
0
H
LO
W ' X
H
O60
m=
OQ
�Cn
Q
�
LJLJ0
z
H
OV
00 V)
W
mot- w
A
a �v
(n
z
O
V)
W
W
U
0
Y
Q
W
Z
N
C)
.C)
tY
Q
Z
W
>
_J
Q
Q
(n
a
U
I-
tY
z
co
L.L.
Z
D
W
Z
Q
�
F-
M
O
/ V)
J
Q
to
'm
U
W
Of
L,.i
J
W
� �/
�+-
o
J
}
W
U
F
Q
3
�
•=
_U
~
.MMLJJ
0
N 06
o
N
W
(n
W
of
W
m
ry
Qo
a
N
_J
Q
f-
W
0
w
m
O
89-040
SHEET
4
OF
5
25' MIN.
APPLY 4" ORG. LOAM AND 15' MIN.
SEED WITH NATIVE GRASSES
DO NOT PLAN BEACH GRASS
WITHIN TEN FEET OF LEACH FIELDS PLANT DISTURBED AREAS WITH BEACH GRASS
(NIC) 10 LIMIT OF CLEAN SAND FILL (NIC)
2" MIN. PEASTONEAL k AL
ORDINARY FILL
PERF:• PIPE; = • O.05'FT/F'T'• 4"0 SCH40 PVC VENT-----IMr 1�r
• 1�
ELEV: 7.T r
:. ._ . ,: � ': •, •.: VARIES -" - -- - _..• __•, - _ - _ � 1 __,_-----.,IL __I��
•' >'.. a:, :.,6" MIN
4"0 SCH40 PERF. PVC ELEV. 6.7---------------------------- ---------------==��'------
LIMIT OF SOIL REMOVAL IS 25 FEET LATERALLY IN ALL DIRECTIONS FROM THE
3/4" TO 1-1/2" WASHED STONE ,t. EXISTING GRADE PROPOSED LEACHING FIELDS. (SEE SHEET 1) THE DEPTH OF REMOVAL VARIES
: t• I !� '/�.` r/�//�" ,/: !�✓'/� /•'r�` /'`"
FROM SEVEN TO TEN FEET FROM EXISTING GRADE. DEPTH OF REMOVAL SHALL \'!' /\``'/�\ �'' /\` /,'\' /♦ \ /♦\� %\ /:\' �\
BE DETERMINED BY THE ENGINEER DURING FIELD INSPECTION OF THE EXCAVATION
AND FILL PROCESS. REMOVAL WILL EXTEND THROUGH PEAT, DEBRIS AN SANDS WITH FINES
MEDIUM S
IN EXCESS OF FOUR PERCENT BY WEIGHT.
GROUNDWATER OBSERVATIONSSECTION A -A (SHEET 1 -
1 /2" = 1'- 0"
STOCKADE FENCE AT PROPERTY LINE
25' MIN.
15' MIN.
GROUNDWATER ELEVATION PARKM PoVO
nATF i rnuurmTC WFI I A-1 WELL B-2 WELL 8-3 WELL B-4 WELL B-5 ELEVATION
11/14/89
11/14/89
11/14/89
11/15/89
11/15/89
TIME OF TIME OF
DATE MEASUREMENT HIGH DE
11/27 3:30 PM 11:58 AM
2.47
1.96
2.00
1.76
2.02
12/07 7:30 AM 7:26 AM
2.52
2.26
2.3
2.26
2.32
12/11 7:30 AM 11:03 AM
1.77
1.76
1.7
1.86
1.72
12/13 1:10 PM 12:45 PM
2.62
2.46
2.65
2.66
2.52
3.33
PLANT DISTURBED AREAS WITH BEACH GRASS
4"0 SCH40 PERF. PVC 10 LIMIT OF CLEAN SAND FILL (NIC)
2" MIN. PEASTONE
•�M_7 _71
-_�Irllr 1 ORDINARY FILL
:: �, •• . : • •. VARIES - -
s:-----_= -°z------------r---------- - - - - -- I�k�r _-------- - - - - -- ----
Air -4.
� 11r 1�IG
6' 3'- 3"
7 w.
- -- - -- - - - - - - --- - - --i�--1- - _ .- - - -- - = = --------------------I
EXISTING GRADE I I : , rr ''\'• `. i '. \! \ / `\./ ,\i �,.\i \/ ' \ / •,/,-. \ /' ••.\%
3/4" TO 1-1/2" WASHED STONE �� . / �.'/ !\`'/ �iJ /
MEDIUM SAND FILL
TANK WIDTH VARIES
OLBS
4" PVC
CONC. INV.
\ BRICK ADJ COURSE
YREINF. CONC.
SLAB
o
F-L
A ,
14 0 8" E.W.
2" MIN. COVER
SECTION 13-13 (SHEET 1
1 /2" = 1'- 0"
HD. C.I. FRA►AE k COVER
FIN. GRADE
PC TANK RISER
s
CONC. INV.
PLAN SECTION A -A
SEWER MANHOLE.
1 /219 0"
4" PVC
2 - 6"X6"X6' LANDSCAPE TIMBERS
90' EL. AND 90' STREET EL
OR U BEND
GALV. PIPE STRAP
: 1
FINISH GRADE �j
N 24" X 24" CONC. PAD
o\, \ %. 8" MIN. COVER NTS -
\ /; ? ''i ' \ \ 4"0 SCH 40 PVC
45' EL TYP / \ '
COMPACTED EARTH
BACKFILL
4"0 PVC DISTRIBUTION LATERAL
4"0 PVC VENT,
1 /2" = 1'- 0"
LEBARON LT105, 43
A
r A
- 2'-2"-
2'- 10"-
PLAN
26"
8 1/8-
FULL MORTAR BED
W 1 1/8" BRICK ADJ. COURSE
LU
PC CONC. RISER
> IF 'D' EXCEEDS 18"
0
TOP OF STRUCTURE
24"
SECTION A -A
TYPICAL TANK.
RISER, FRAME & COVE
1 /2" = 1'- 0"
SPECIFICATIONS cont. .
F. _Dense Graded Stone Base: Dense oraded stone base shall
comply with Mass. DPW Standard Specification M2.01.7 as
amended except that the gradation requirements shall be as
follows:
Sieve size Percent Passinq
1-1/2" 100
3/4" eo-100
#4 30-60
#50 10-35
#200 2-10
G. Where water service pipes cross septic system pipe both
pipes shall be placed such than no joint occurs within ten
feet of the crossing. Encase water pipe in 2" Sch40 PVC
for ten feet either side of the crossing. Fill space
between service pioe and encasement with mortar at both
ends of the PVC.
PART 3 EXECUTION
3.01 INSPECTION
A. General:
1. Examine areas and conditions under which septic
system's materials and products are to be installed.
Note that the base of precast system components will be
located as much as five feet below high groundwater
level. Provide dewatering during construction
sufficient to reduce groundwater to at least one foot
below the base of each component to allow excavation
and placement of foundation materials on undisturbed
soil. and proper compaction of backfill materials.
2. Do not proceed with Work until unsatisfactory
conditions have been corrected in a manner acceptable
to Engineer.
Make sufficient subsurface investigations to determine
the extent of existing septic system leaching area and
components. Obtain approval of the Yarmouth Board of
Health for disposal site and method of disposal for
existing system components.
3.02 INSTALLATION
A. Existino Septic System: Preserve existing building sewers
which may be properly connected to new components. Pump
existing components dry and remove to the level of the
lowest invert in the structure or to such depth or extent
as reouired for placement of new construction. Fill
remainira volume in precast structures with clean sand
sufficiently cbmoac.ted to maintain the level of finish
grade.
B. Septic System Piping:
1. Make all -2,1C joints permanently gas and watertight
using appropriate solvent -weld methods.
2. Make all oipe connections at knockout locations
Provided in precast structures.
3. Support pipe at proper elevation and fill .opening
around pipe with mortar.
n. Place piping on firm and undisturbed base of natural
soil or compacted fill and backfill with clean granular
soil properly compacted.
C. Septic Tank. Grease Traps, Pump Pits and Distribution Boxes:
1. Place on level base of 3/4" to 1-1/2" washed stone at
- least one foot in depth.
2. backfill with clean granular soil compacted to 90% of
maximum dry density as determined by ASTM D.698 or
AASHO D:T99.
3. Assemble tank components in accordance with
manufactures instructions to achieve guaranteed
watertight structures. Assemble tanks in dewatered
excavations, pump dry and demonstrate watertight
construction by absence of leakage through construction
joints for a 72 hour period after restoration of high
groundwater level.
4. Demo-strate equal distribution of fluids to laterals by
water testing.
D. Leachino Fields:
1. Remove pavement, vegetation and debris from leaching
field area including proposed side slopes, and remove
from site.
2. Excavate and stockpile existing clean sand fill and
native soil which meets backfill specifications.
4. Excavate and remove from site all peat, debris, and
soils with excessive fines from beneath the leaching
field to the lateral limits indicated. Removal will
included all soils with an excess four percent passing
the number 200 sieve.
5.. Backfill excavation with clean stockpiled sand and sand
borrow. Clean medium sand backfill (<0.2% passing #200
sieve) may be placed in groundwater. Allow sufficient
time to re-establish natural groundwater elevation
before constructing fields. Fill above the water table
shall be placed in lifts not to exceed one foot
compacted to 80% maximum dry density. Demonstrate
percolation rate of in -place fill to be less than two
minutes per inch.
6. Construct leaching fields on prepared level surface
in accordance with these drawings. Support
distribution laterals to achieve uniform 0.005ft/ft
pitch. Do not subject field to heavy vehicle loading
until one (1) foot of cover material is in place.
E. Temporary Construction:
1. Provide, install and remove temporary shoring or bracing
as required to protect underground utilities.
foundations or structures from damage during
construction.
2. Provide and install siltation barriers and/or other
measures as required to prohibit transport of sediment
to drainage systems on or adjacent to the site or to
Parker's River.
F. Site Restoration
1. Provide fill materials, fill and grade construction
area to elevations shown on these plans.
2. Provide and install dense 6" graded stone base on areas
desionated for paving or vehicle use. Finish grade to
elevations reouired for subsequent surfacing.
Ln
IN
�j O
Cn (n
LnF_
X LIJ
I-� O V)
mU
OQ
n*V)
Q
E
v Q=
p0 (.0
Ew- �
Z
H O (n
00
VIM
(f)
Z
O_
V)
W
Of
N
0
~
U
0
W
Q
w
W
0_
U
Z
to
H
O
Z
N
w
Q
N
p1
. d)
U
CO
O
J
Fa-
�
F_
Z
Q
Q
J � /)
Q WJ
W
Ld
(/) O
U CC
F- W
IZ
V) N
POO
=O F- J
J
F-
w
} aZ
3 Cy v
m
N w o
W 0 N
x
W W 0 m
� a
89- 040
SHEET 5 OF 5