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RECOMMENDED
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FOR APPROVAL
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_XISTING GROUND
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'C' STA. 28+07,25, 2.43' RT. z z
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'G' STA. 60+02.43, .7.00' RT.
PROPOSED
GROUND
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1 - 10" TEE (FL) N N
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2 - 10" G.V. (FLxMJ)
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1 - 10" VERT. CROSS (FLxMJxMJxMJ) 00 Do
2 - 10" PLUGS (MJ) `-4 N
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TOP PLUG W/2" TAP & 2" PLUG (MJ) Q
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'C' STA. 27+86.0, 2.4' RT
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1- 6" G.V. (FLxMJ)
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1 - 5-1 /4" M.V.O. F.H. ASSY.
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2 - BLOCKS
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'C' STA. 271= 4.;2(14.72), �2(5.85)' RT.
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AS -BUILT GROUND BENDBLOCK -
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PROPOSED GROUND _
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T4 (67.0) LF 10" D.I. - CL. 52
EXISTING �roUND - 'C' STA. 24 i 27+13.8), �(3.5)' LT.
PROFILE - ALIGNMENT
'C'
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'C' STA. 26+48-_-#'(49.1),
1.33' LT(2.0' RT) SSMH NO. 16, 48"SCALE:
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1 20' (H.), 1 5' (v_)
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_ 1 - 10" x6" _TEE
(MJxFL) _ RIM z�(234.24)
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- 6" G.V.
(FLxMJ) . I.E.(MC) = 22S.83{224.09) ,�'
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1- 5-1/4"
M.V.O. F.H.
ASSY. L
BLOCK DESIGN(TYP) AS-BUILT(TYP)
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'C' STA. 26+23.3, 2.5' RT. 25.75 LF 10" D.I. - CL. 52
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54_15`" "LF 10"D.I. - CL. 52
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116.8 LF 12" D.I. - CL. 52
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B STA. 17+28.49, 23,58
RT.
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23.59 RT.
1 - 12
TEE FL
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- 10" 22-1 /2°
'C' TA. 22+7r7.63 23.59' RT.
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3 12" G.V.
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53.5 LF 10 D V
- CL. 52 BLOCK
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STA. 25+19.89, 10.75' LT. /
1 - 12%8" TEE (FL)
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210 z + O N co
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- CL. 52
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1 - 8" G.V. (FLxMJ)Ln
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D.1 CL. 52
BI
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12" UNIV. FLG. ADAPTER
a„ P SSMH NO. 15, 48 + z = _
NOD LIJ c°
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--
134.5 _ L
1 -
10" UNIV. FfL C./ADAPTER
BLOCK
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I.E.(MC)206.81)
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18' 22.0 LF 12"
ALIGNMENTS A , C AND D ARE IDENTICAL V.C.
IN THIS AREA (EXCEPT STATION NUMBERS) 52 1. -_-EL. 5
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B' STA. ,T++��(17+19.1}, 24.0' LT.
STA. �5(23+76.7),
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14.5 LF 12" D.i - CL.
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32.C(32.3)' LT. -
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'C' STA. %`T�-� 8(25+45.7),
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STA. 15+41.45 9.20; RT. '
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SSMH N��6(
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SSMH NO. 14, 48
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I.E.(MC) =-1-5 - (185.38)
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STA. 32+41.31, 9.76' LT. / .
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RIM=-219-99 209.34)
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A STA. G (0+18.1), z�(2.2) LT. 1 - 12" TEE (FL), 2 -' 12" G.V. (FLxMJ)
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51
I.E. MC = 200.24 `
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STA. 20+(0+18.1),(2.2)'LT. _ „ -
1 12 SLEEVE, 1 12 VERT. CROSS (MJ)
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D STA. 30+ (0+18.1), 5(2.2) LT. 2 - 12" PLUGS (MJ), TOP PLUG W/2" TAP AND MJ PLUG / �PNG
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SSMH NO. 9, 48
STA. 21+52.1, 2.5 LT.
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SSMH NO. 13, 48"
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RIM = 162.83 ,C,
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I.E.(MC) _ +�-64(155.88) /
SSMH NO. 10, 48
I.E.(MC)
190.77)
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RIM = � 4:l`�94(172.84)
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I.E.(MC) = 33(164.14)� / "
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PROPOSED GROUND./ F
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EXISTING GROUND 0�9
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'C' STA; ,-; 4(22+20,7), -O-40.5)' LT.
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_ SSMH NO. 11, 48"
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00 I.E.(MC)=-i-d(173.54)
'C'
PROFILE -ALIGNMENT
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ALIGNMENTS 'B' AND ARE IDENTICAL
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SCALE: 1 " = 20' H.
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1 " = 5' V.
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- g C STA. 22+39.18, 11.89 RT.
IN THIS AREA EXCEPT STATION NUMBERS
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A, �- 1 - 12%6" TEE (MJxFL)
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1, - 6 G.V. (FLxMJ)
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240.3 LF 12" D.I. - CL. 52 1 - 5-1/4 M.V.O. F.H. ASSY. , �
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1 - B.O.V. ASSY. BLOCK
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'A'STA.-0+05.00, 9.00RT. C STA. 22+55.88, 2.21 RT.
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"'C' STA. 19+95.00, 9.00' RT. 1 - 12 45° BEND (MJ)
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'D' STA. 29+95.00, 9.00' RT.
'TALBOT' STA. 121+68.01, 5.00' LT. BLOCK V)
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DALEY-MORROW-POBLETE, INC.
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1- 12"x12" WET TAPPING TEE (MJxFL)
AS -BUILT SET
F SH
726 AUBURN N.
AUBURN WASSH NG TO 98002
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1 - 12TAPPING VALVE (FLxMJ)
PHONE: (253)
333-2200; FAX: (253) 333-2206
LLJ
1 - 12„ SLEEVE (MJ) UNDERGROUND PIPE LOCATION
BASED ON SURFACE FEATURES.ry
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1 - 12" VERT. CROSS (MJ) 22+00 ACTUAL LOCATION MAY
VARY.
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BLOCK (SEE CONNECTION DETAIL, SHT. 30)
AND AS
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I CONFIRM THAT THE
LOCATIONS, ELEVATIONS, DEPTHS, -BUILT
[
( ENGINEERING - SURVEYING
COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING
s/0 ECG
NA L
` L
v LAND PLANNING
-
20+00
21+00 _ CONSTRUCTION, ACCURATELY
PROFILE ALIGNMENT C
REFLECTS EXISTING FIELD CONDITIONS AS
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SCALE: 1 " = 20' H. 1 " = 5° /V_ DETERMINED @Y M
( ) ` ) DATE:_ O-
R UNDER MY DIRECT SUPERVISION ON THIS
EXPIRES 9 JAN 2006
--__
STAMP NOT VAUD UNLESS SIGNED & DATED
,-:) ' &-, 2 9, 2 / C 5 2 !F 9 _wz, 2e}1 SCANNED MAY 0 1 Z006 28