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,RELOCATED UNIHOIST SLEEVE 1 BlLCO "LADDER -UP" EXTENDER. ALUMINUM
SECURE MIITHt HILTI ANCHOR WITH NON - CORROSIVE HARDWARE.
' BOLTS II
ALUMINUM OR
PROPOSED SHEAR GATE ; - _FIBERGLASS LADDER
" . + - ®12 w *4 SLEEVE WITH 4
• •' +.• . ' : •' �; MEGA, LUGS TYPICAL ' — - �` �" `� — -` — — — — 4" ECCENTRIC VALVE (FL�cFL)
• • ;: I 3/4 PRESSURE RELIEF I
` j" .•� . VALVE RATED FOR
I �'' = ' �,• 4' -8" WORKING PRESSURE OF
ISOLATION VALVE A
` 150 PSI. SEE DETAIL
AND CONTROLS p
FOR IRRIGATION 1" APCO COMBINA1f10IN
Ad -:0
'i SYSTEM. AIR RELIEF VALVE., SEE DETAIL 0
PROPOSED FIBERGLASS LADDER I ' • I 22 1,x"2 BEND, MJxMJ
WITH "LADDER- P" EXTENDER. ,,S '+ j I W/ MEG LUGS. ,'fL
3 ❑ I LIE-
I --# - 6
�: .� •
I :► �. 1' -4" 4 1' -0 '
�t:' •°. MIN
B AS L
M 01 r ' 4m DI FCA
SHIACKELS
I + • I
.� . • FTTI SADDLE TAP FOR ?RF59JRE
_ __j M SWITCH ASSEMBLY
Fill L I ! _ •. :� I
ELECTRICAL J -BOX PRESSURE SWITCH AND GAUGE.
4" DI PIPE FLxFL 4" DI PIPE FLxFL (T'p' OF 3).
`�,; : �' �•- � :. - � " (FLxFL) I " (FLxFL) SEE DETAIL
'� ' • *
4'-6* LENGTH I ` 10 LENGTH 4" DI PIPE (FLxPE) J I E
I • = LENGTH AS REQUIRED
4" RUBBER FLAPPER CHECK I
PROPOSED ACCESS HATCH •:' ' ' VALVE. APCO 104P3R OR — — — — i y — — — J REVISED LOCATION OIE
EXISTING CONCRETE WET WELL EQUAL. (FLxFL) I " -PROP•OSED DRY VAULT
PRESSURE TRANSMITTER AND 4 FLOWMETER
I I GAUGE ASSEMBLY. ORIGINAL LOCATION OF
PROPOSED DRY VAULT
F
L
PROPOSED WELL TOP
2 PROPOSED ALUMINUM ACCESS
HATCH LW HD -2 (48 "x48 ") OR
Z�L EQUAL.
PROPOSED FIBERGLASS LADDER.
PHOP05ED MECHANICAL PLAN ��
3/4 it—on
ATTACH (RAILS TO
EDGE OF ENTRANCE
RELOCATED
UNIHOIST SLEEVE
SECURE WITH HILTI
ANCHOR BOLTS
PROPOSED ALUMINUM ACCESS 2
HATCH LW HD -3 (6O "x60 ") OR
EQUAL.
rir►`
NEW FLOWMETER.
22 1/2* BEND, MJxMJ g" FLxMJ ADAPTER. ,t
W/ MEG LUGS.
EXISTING 8" DI PIPE.
STANDARD MJ FOLLOWER. z't
4 "x8" FLxFL REDUCER. /
PRECAST CONCRETE DRY WELL EQUAL TO UTILITY
VAULT MODEL NO. 774 -13. HATCHES INSTALLED AS
DIMENSIONED IN THIS DRAWING. VAULT MINIMUM
INSIDE DIMENSIONS OF 6' -4 "L x 6'• -4 0W x S-1-H.
PROVIDE WATERTIGHT GASKET AT ALL JOINTS.
^.21 37'
SHORING AS NECESSARY
VALVE VAULT RIM
ATTACH TO SIDE OF WET WELL N22.81'
WITH SS HARDWARE. MINIMUM 3 WET WELL RIM TO INSTALL
LOCATIONS EQUALLY SPACED. FINISHED
GRADE
WET WELL STEPS. I ;�
• � • po
4.
• .. O `/fir- yy(`'
rA
NATIVE MATERIAL '" ' ►. �' yv ! ;
r � ' � > � J �^- it "'"�., � ` ♦ I�
'r ♦ , /r :• (2) 2" S.S. GUIDE • %^•�1 �r y. ! . I� '�I x,�A
RAILS • .. ` , , i '
, r i \ ' i - • •• r f, ! r 1 - - `! 11 r _ ' 4"
NOTE: CONTRACTOR
\ ♦ ♦ ♦ ' - - ' /.j l r./ / i i ...! MIN �:` 'YL �'••~..^ �. • {J� '1�
RESPONSIBLE FOR , i
WATER REMOVAL TO ±�._..
PERFORM WORK.
LAKE WATER LEVEL 18.1
- —
'`!
,NV PROPOSED DISCHARGE 5
! {y 12 MIN'. INVERT EL.
• ` . •• -. �, � , t„ r i. � �, » 1 \� ,i'_�.k„ r rt .;r is , �
17.62'
♦ * ". 1 ` ,'' ='. VA L WE 'V;AIU'L.T FLOOR
LAKE WATER LEVEL 16.11
' . • / ♦ _ E y` f ill. .., ! ( !r- r !; `4
,• l y. ';+. l ,,. -.y -rr yil -r"' 7. '.. 1 t e•""`•. �PROP OSED SHEER GATE 4 •' .'�'Y _
�. • i .- '- "'J".. 1 / -1 r"' C 'r f�
_ r
.. ,+. /;• 1 . ^ ^ ". ,N - f,
VALVE ON UPPER INLET
FROM LAKE ,- _ _ �- �.'-
C .+y �` 1 ti
- » ;, ; � PIPE SUPPORT ,:� � , {� 6
SEE DETAIL 4 DI 90 BEND _.
ti
PLAIN END PIP k {r
>. p •�•r' r7� \j4! ►/!'1',Y rrl,- +1�►.+�,i4! 1r p. \►T Jrp;niir' ♦`�� ��/-* 7rty,"�4!lr /i!� ..,r \yyI!•'t4" "!' l+'MM� ,�
� i f
r' -
r
h' _y
EXISTING STING INTAK ..
i
_ GRAVEL TOP COURSE' 'FOR
VAULT PAD. COMPACT PER
. SPECIFICATIONS.
EXISTING VALVE AND
E XT TENSION.
R
' 4" DI SPOOL (FLxFL),
APPROX. 5' -6" LENGTH
UNDISTURBED NATIVE SOIL
' •.' N11.15'
EXISTING INTAKE • -
• .. ► , „ . • ' WET WELL FLOOR
4k 4
PROPOSED SUBMERSIBLE
PUMP AND DISCHARGE ELBOW PROPOSED MECHANICAL PROFILErB
M01
3/4" - 1' -0"
40
ROLL 20.E
NEW PRESSURE TRANSMITTER
AND GAUGE ASSEMBLY.
!4% . jl�
v.
Y L w_Ii�.4r
M��j
O
r
H
t
Q
-
H
J
Z
�4
.
w !
fat;!
INTERIOR OF VAULT �
�4 J
ISOLATION VALVE AND CONMOLS
FOR IRRIGATION SYSTEM.
KEY NOTES
�1
EXISTING VALVE AND INLET PIPING NOT SHOWN IN PROFILE SECTION
FOR CLARITY,
2 DRY WELL AND WET WELL ACCESS HATCHES TO BE DOUBLE LEAF,
ALUMINUM DIAMOND PLATE, WITH CAPTIVE BOLTS EQUAL TO LW
PRODUCTS COMPANY, INC. TYPE HD WITH ALL STAINLESS STEEL
HARDWARE AND FASTENERS. DOORS LOCK IN VERTICAL POSITION
WITHOUT MOVEMENT, SPRING OR PISTON ASSIST OPENING, ODOR
RESISTANT GASKET, MILL FINISH, RECESSED HASP COVERED WITH
HINGED LID. HATCHES SHALL BE LW PRODUCTS OR BILCO. NO
SUBSTITUTIONS.
3 INSTALL LADDER TO AVOID CONFLICT WITH INTAKE PIPING. ENGINEER
TO APPROVE LOCATION.
4 PROPOSED SUBMERSIBLE PUMP. REMOVE AND DISPOSE OF EXISTING
PUMP AND DISCHARGE PIPING.
5 CONNECT TO EXISTING 8" FORCEMAIN. SEE NOTE 1 ON DWG NO. CO2.
6 KOR AND SEAL BOOT, TYPICAL.
EXISTING WET WELL STRUCTURE
OBLIQUE,
NOT TO SCALE
:5 40
PROPOSED
VALVE VAULT
EXPIKS 3
SICNZA 10112104
ExPRES 7 s zoo
SIGNER- 10112104
4\1
/ �44k
♦ � r
Z
O
H
Q
H
J
Z
�4
a
�4 J
ISOLATION VALVE AND CONMOLS
FOR IRRIGATION SYSTEM.
KEY NOTES
�1
EXISTING VALVE AND INLET PIPING NOT SHOWN IN PROFILE SECTION
FOR CLARITY,
2 DRY WELL AND WET WELL ACCESS HATCHES TO BE DOUBLE LEAF,
ALUMINUM DIAMOND PLATE, WITH CAPTIVE BOLTS EQUAL TO LW
PRODUCTS COMPANY, INC. TYPE HD WITH ALL STAINLESS STEEL
HARDWARE AND FASTENERS. DOORS LOCK IN VERTICAL POSITION
WITHOUT MOVEMENT, SPRING OR PISTON ASSIST OPENING, ODOR
RESISTANT GASKET, MILL FINISH, RECESSED HASP COVERED WITH
HINGED LID. HATCHES SHALL BE LW PRODUCTS OR BILCO. NO
SUBSTITUTIONS.
3 INSTALL LADDER TO AVOID CONFLICT WITH INTAKE PIPING. ENGINEER
TO APPROVE LOCATION.
4 PROPOSED SUBMERSIBLE PUMP. REMOVE AND DISPOSE OF EXISTING
PUMP AND DISCHARGE PIPING.
5 CONNECT TO EXISTING 8" FORCEMAIN. SEE NOTE 1 ON DWG NO. CO2.
6 KOR AND SEAL BOOT, TYPICAL.
EXISTING WET WELL STRUCTURE
OBLIQUE,
NOT TO SCALE
:5 40
PROPOSED
VALVE VAULT
EXPIKS 3
SICNZA 10112104
ExPRES 7 s zoo
SIGNER- 10112104
4\1
/ �44k
♦ � r
E N G I N E E R S
PL.ANN ERS
SCIENTISTS
RH2 ENGINEERING, INC.
BELLINGHAM OFFICE
a9 70 X11' 'i
BOTH , ELL OFFICE
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER, P.E. 1/24/06
RH2 ENGINEERING INC. DATE
GENERAL NOTES
1. ALL PIPE FITTINGS AND VALVES PROVIDED SHAH BE EPDXY
PRIMED AND FINISH COATED ON THE EXTERIOR PER DIVISION 9.
EAST WENATCHEE OFFICE
PORT ORCHARD OFFICE
SCALE: SHOWN
0 1„ 2„
DRAWING IS NuT TO SCALE
IF BAR IS NOT 2" I -ONG
PLOT. 24 W, NO
ENGKER CMR M01
REWKD MLM
JAN 31, 2006 WET ►+O
REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1"24/06 Law REN
DRY VAULT SHIFT AFM MLM 2/'15/200 102 -036 8
N0. ,REVISION BY I REVIEW t .'DATE r FLSH -DO3
''�'► '� s -�"
7c""' SCANNED MAY 0 12006
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E N G I N E E R S
PL.ANN ERS
SCIENTISTS
RH2 ENGINEERING, INC.
BELLINGHAM OFFICE
a9 70 X11' 'i
BOTH , ELL OFFICE
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
MARK MILLER, P.E. 1/24/06
RH2 ENGINEERING INC. DATE
GENERAL NOTES
1. ALL PIPE FITTINGS AND VALVES PROVIDED SHAH BE EPDXY
PRIMED AND FINISH COATED ON THE EXTERIOR PER DIVISION 9.
EAST WENATCHEE OFFICE
PORT ORCHARD OFFICE
SCALE: SHOWN
0 1„ 2„
DRAWING IS NuT TO SCALE
IF BAR IS NOT 2" I -ONG
PLOT. 24 W, NO
ENGKER CMR M01
REWKD MLM
JAN 31, 2006 WET ►+O
REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1"24/06 Law REN
DRY VAULT SHIFT AFM MLM 2/'15/200 102 -036 8
N0. ,REVISION BY I REVIEW t .'DATE r FLSH -DO3
''�'► '� s -�"
7c""' SCANNED MAY 0 12006
w r
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