HomeMy WebLinkAboutzS-0163SetVICINITY MAP
SCALE
0 I 2 3 9
MILES
INDEX TO PLANS
Sheet 0 Coversheet
Sheet I of 5 vicinity Ma', Location Ma', Index, $ Notes
Sheet 2 of 5 Construction Plan Profile — Sta. 0 +45N to Stu. 11 +55S
Sheet 3 of 5 Construction Plan Profile _ Sta. 0 +45N to Sta. 14 +25N
Sheet 4 of 5 Construction Plan Profile — Sta. 14+25N to Sta. 24 +01N
Sheet 5 of 5 Details: Lift Station, Wet Wells, Force Main, RR Crossing
Metro connection
Project Reference No. L.I.D. 276: -(HUD) WS -Wash. 129- Kennydale Industrial Sanitary Sewer Project.
All Contractors Shall Comply With All Federal, State, County and City Codes, Ordinances and
Regulations, As Well As Plans and Specifications Relative to This Project.
The Designed Line Will Be Staked By City Forces At Each Proposed Manhole and At Every 25' Station.
Any Variation From This Must Be Approved By The Engineer. Cut Sheets For Trench Excavations
Will Be Furnished By The Engineer.
Stubs, Tees, $ Cleanouts Are Shown in Their Approximate Locations. Final Locations Will Be
Determined in The Field.
It Shall Be The Contractor's Responsibility To Contact All Companies With Existing Utilities or
Facilities in The Construction Area.
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
3Y11.I �1�i+'i'l6Lk!!'iNfi l�i'd4:il EM 4�i,1- k�p�Pl X_bf i.iieiih`}P P?i�11;F'�"1s'i,'iftu ..�f�Ltl ll,bli43 ii{tiTvl'ltt;}f4fJ ' i x.;ldtff`13}:Li hl lg j"l,pl ;:..
LOCATION MAP
SCALE: I"= 1600'
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7:77"'
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FOR DETAILS \ \
SEE SHEET 5 \ \\
�•• METRO SOIL LOG 867 _
_ LAKE WASH /NGTON BLVD. N. METRO SOIL LOG 871
8-N RR R1W
LLI
r . 1 '�Sit�`a�a�®��r.� \ ' �i_® s ®e®�w��s��►a�ivs.- s� ®�s�®a -_�_ saw® �a��, a��r' ��a•. a�a��w�e�wa���r�� ►`a���a� ®�a�.sv..�yw�s�.aa^�®
_ ® ` METRO SOIL LOG 864 \ \ \ \-
r
EX. METRO M4 R02 -25
-- --- - - - - -- - --, EX. METRO Mi R02 -24 ' METRO S4'� EASTSIDE INTERCEPTOR
(n BURLINGTON -NORTHERN RR
W 1 t trt 7Tt
TEMFO2FRY ' .... -. r - - -
W 7Er.;,r c —FORCE "I CAUTION- 14 "C.I. r
,.,�,,,J -, y _ _; !--MAIN MERCER ISLAND 57,
z METRO SEWER 55'
O +Oy 5 S Eo So 5 i 57 30 TEMP.
J ` ELEV 16# CONST. ES MT B -N RR /
_ _� 0 +00.: , ... 1105'
.s::••. -
�,, fiz -sr•
v :.-�� ' ~-- �..o.. �:-x- `.._.bra �w
T0t52.0S "IT T2t05.5S T3 +055S 'a
a e w S T 8 OS 08 CS T O 72.5 S
—I / S Artesia e11� t49. T 10+ i + S.•S
g T5 + 63,3S — \_° .— •— ,— ,— ,— ..— °. - --..— °!
\ ` �1� S T6 +85.5S _.— .— ._. —. —.— — .— .— . —. —. —.
i LIF S-i; A" I = 5 +01.3 _ Mi 2 \ STA. i1 +59.65
i WET WELL ph4 4 STA. 7+53.9S jjj ST
II - 12" CONC. PIPE 10' PERM. ,� 5 IIOV Power,..
ESMT. STA. 3 +84.9S `-` -� • � •'' • �\
NH 3 405.7' -12" CONC. PIPE
C) I 169.6 � -12`• CONC. PIPE \\
STA. 5 +84.4S
CAUTION- 7200V. � • \
BURIED POWER I w w 1 \
CABLE THIS AREA m 2-1 199.5'- 12" CONC. PIPE
a oil
L) Z•1
JTI
l J _ ,
W
J 'Z
>> ill NOTE:
N Ali ALL TEES THIS SHEET — 12"x8 °Cone. PLAN
I; ALL MH STUBS THIS SHEET — 12" Conc. SCALE I"= 50'
EX. PROFILE W. —30'— 4 STA 35 +84.4S STA? 7+53.9S 1
WET WELL S7A.3 +84.9S
STA. 0 +305
7200 V _ I 53 - - - - -- _,.
Power
FORCE MAIN
—� — MERCER IS. METRO ! • 405.0'- 12' CONC. PIPE S=0.18%
6
vvv S=0.22% 169. - 12' CONC. PIPE S = 0.45
- I2" CONC. PIPE S = 0.22% 199 -5' - 12 " CONC. PIPE \ ..,
V -= 15.20` `*�V• = 15.97' `—INV.= 16.72'
INV.= 13.68 I ANV. = 13.75
{— FLOW ,NV.= 14.76'
WET WELL LIFT STATION •'A"
— 5'—
0 +00 I +OOS 2 +OOS
I I
DATUM
N.O.S.
3 +OOS 4 +OOS 5+ OS 6 +OOS 7 +OOS
PROFILE
SCALE- HORIZ. — I" = 50'
VERT. —1 "= 5'
8 +OOS 9 +OOS
1 1
10 +OOS I i +OOS 12 +OOS
I �
``•�O FGtSTER� �`''�
i ReVise3 Line Depth Lift Station R.E.J. JB;Y* 12 -15 -72
i
W
r\
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
t•
AS -BUILT
I
5 -163
KENNYDALE INDUSTRIAL SANITARY SEWER
STA. 0 +45N to STA. 11+55S
R.E.Jensen 12 -12 -72 L.I.D. 276
R.E.J.
AS SHOWN 348
2 5
�esawa eo�ewrwewet rwasar® �sawaaaeasawawraeesawasasawawasawasa® awawasasasrsowawawrsewaur�rmcwewesrsrwa�nasamr O ew i®awawe®a® newa a�aseaeme®esawa ssewasasaw rsasawcse- aa�arsrwe® ae® cseawrsaoesemeesama ®ewasrwcwesaeor®ra ®� F
cli
- METRO EASTS /DE INTERCEPTOR W
METRO $H R02 -26
METRO M! RO? 27 1 co
BURLINGTON- NORTHERN Rh' �- w
_ ��ac�P�P�_ - - -- -------- - - - - -- -
lz .o -12
--Hydrant 1 - - - -- - - 55 -- - - -- -- - --- '-- -- --- - -- - -- 56 C.I. PIPE 55 STA. 6A (DROP 55' NOTE: z
W ^'' � \\ NC PIPE
Z ' B -N R/W JJIII 1 TO 45 BELOW GROUND ELEV.
�.,...�......... -
: c.. .... y. «.y ..."` « T.T : :v
•." t ".}''i :'A .Y.Yt i u'''f:•Y;... Y:.9YY.......... !$PY
•x:....... :}aaxwo�.ovn»x.v +rraar*ava.w.w.w.a. .. ,H UBBED UP W/ 8 0 _ v :a?i 3?; .. art+ �3G l�f+ }+ar:wmae rmsrs*gne rrrrrtrrao: r tr s :.h - _ ........ ..........�,.... 60N T 12 +6o5N T 11 +04.5 N T 9 +74,,' 3.4N T 7 +81.ON - T 5 +7�a8N LUNCHROOM
I "Plastic Water II +7 .5N - .3i- _ -.._. - .._.._. -.- - .-. -.- ._ ._ ._.._.. -. -. - , T2+4 oN 3 .- �....�.. T3 +95.6N - ':;�"::':�'�".' ""TO PRIVAT RR SPUR'%,.."^` ,7. ASPHA T P R _.o 9. L A IlNG CONC. PIPk 10' Pi RM. 30 TEMP. - T- 3 +11.4N T +5 8N
LOT ESMT. CONST ESMT M� 6 e S Telephone„
STA. 4 +74,8 N
I 54.5' -12" C.I. PIPE
I! STA 11 +76.5N TO STA 12+31.ON CONC. PIPE CONC. PIPE . 2 +22.3N
160.6'- 12 STA /
i EXISTING 4" C./. J
FORCE MAIN 52.5' - 20" S1 EEL CASING Mi 8
UNDER RR SPUR TRACKS. STA. 10 +54.5N Mi 7 (DROP MH CONVERTED TO SHALLOW MH)
STA 11 +775N TO STA 12+30.ON NOTE STA. 7+ 252.5••-12" CONC. PIPE -12"
ALL POLES IN THE AREA OF EXCAVATION CONC. PIPE
WILL BE RELOCATED BY J.H.BAXTER CO. -48 HR.
5 1 I ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION
i a I BY CONTRACTOR IS REQUIRED.
a I
w
z
a IJ
W
NOTE:
a I PLAN
TEES THIS SHEET- 12 "x8" Conc.
ram 6" O.D. STEEL WATER ��
I DRESSER - COUPLED SCALE: I" = 50' ALL MH STUBS THIS SHEET - 12 Conc.
�
\ *NOTE*
?, ALL WORK SHALL BE PERFORMED
�'-EX /STING WET WELL IN ACCORDANCE WITH A.P.W.A.
LIFT STAT ION SPECIFICATIONS.
4' C. 1. FORCE MAIN
-12" CONC.PIPE S =0.22%
52.5' -20" STEEL CASING
122.., 0'-I"2 =_ CONC. PIPE
S=O. %
54.5 =12" C.I. PIPE
I I I
14+00N 13 +OON 12 +00N 11 +00N
Mi 8 /
STA. 10 +5 4.57,
68.8'-[ 2" C. I. PIPE S = 1.74
s1�EXISTING PROFILE
Mi 7(DROP MY- CONVERTED TO SHALLOW MH) W 5
STA. 7 +04.2 N MA 6 STA.2 +22.3 N
MH 6A (DROP MH)
STA.. 4-174.8 N
STA 6 +35.4N
350.3' - 12" CONC, PIPE S = 0.33 % I /_INV. 1721'
DAMUM
N, 0. S.
- 30'
- 25'
- 20'
INV. 19,58'1 II
INV. 18,41' I_ -_n II 160.6'- 12 "CONC. PIPE S = -0.11
IJ 252.5'- 12" CONC. PIPE
-_�/
S = 0.31 %
- 12 " CONC. PIPE S=
- 15'
0,22%
\
`INV. 14.96'
30" CONC. CULVERT) INV. 14.78'
INS /. 14. i7'
FLOW ---- 40-
- !0'
AS ° BUILT
9Z /T 9- 26 -73
-5
-0
IO+OON 9 +OON 8 +OON 7 +OON 6 +OON 5 +OON 4 +OON
3 +OON 2 +00N I +OON 0 +45N
/JY /wrars'ks
PROFILE
1i1i1� o Hy `
"
t OJ tir �
SCALE: HORIZ.I =50'
KENNYDALE INDUSTRIAL SANITARY
SEWER
VERT I °= 5°
r
�" 9899
o o
276
°
STA. 04 45 N. to STA. 14+25 N.
R. Jensen 10-20-72
L.I.D. 276
T. L I U
I REVISED LINE DEPTH t MANHOLES RE.J. 12- l 1 -72
AS SHOWN
r
348
3 5
.A
NOTES:
ALL TEES THIS SHEET— 8 "x6" Cone. --- Y - - --- ------ - - ° - -- R /PLEY LANE IV. --------
`_ — -
MH STUB THIS SHEET — 8" Cone. �____ --- - -- — -- -
A. THIS TEE STUBBED UP W/ 6" CONC. PIPE
TO 4.5't BELOW GROUND ELEV. ` '— R� / TRESTLE
UPPER END 2'f WEST
B. THIS TEE STUBBED UP W/ 6" CONC. PIPE 20' TEMP.
TO 5'= BELOW GROUND ELEV 10 PERM. CONST ESMT. 189.1'- 8 "CONC. PIPE WET WELL M
UPPER END 2't WEST C Ap r ESMT. I 47'
C. THIS TEE STUBBED UP W/ 6" COIJC. PIPE RTNERN RAILRO ° MH 47 / _ — g -• STA. 16+64.. I T
TO 6't BELOW GROUND ELEV. ON- NO 114.5'- 8 "CONC. PIPE - - -'1 6'W _ ,� ,,..; MH4g
-- ... ..
UPPER END 4't WEST ¢ LINOT - - TJ9 +17.3N S T17 +9Z6N -8 CONC PIP FOR DETAIL
gUR - 3 119 +58.6N T17 +34.3N : w s W E N v SEE SHT. F
4 Hydrant Mi if 5/05 16 54. ON -`. �' Lu
` I�RTW I Abad'n Service- ao.ee> TI5r655N
I STA. 18 +53.1 N -
N 6 N _ MH 12 i� , 15+ S
E tr • , u
STA. 20t30.7N � r' __ Q
_ E• �° SEE NOTE A�
177.fi -8" CONC. PIPE 5031
010.e8r \
C r lr' / _ ' t L!1 id � 1
I / ' r/
N
5227 f T i SEE NOTE B SEE N E C � LIFT STA.'�9"
P _
ra.ae'�•I 10 PERM. • I CONS
ES IT 21�T35� 1, 25't �i r ,
1 ESMTI ,T22t41 ; STA. 14 +53 N
530 23+ 2.5N T 2 8N ' - - �- MH 13
:tttrrr' �- S1A.21 +45.2N °may 110
® 6" O.D. STEEL WATER
- --
240.6 -8" DRESSER - COUPLED
CONC. PIPE
L. H. I
STA. 23 +85.8N L A K E GATE VALVE
WA SHiN croN �� PLAN
i
i
SCALE: I " =50' -NOTE-
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
• -. DATUM
LIFT STA. B,
N O. S.
STA, 14 +53 N
— EXISTING PROFILE '
MH 12 NH 10
STA: 20 t 30.7 N
STA. 16 +64.ON � I
MH 13 / �.e STA. 18 +53.1 N
L.H. I STA. 21 +45.2N / - --------- ------ - - - - - -- I —20'
STA. 23t85:8N �
i
/ —INV. = 19.50'
` - - -- —
--
240.6'- 8' CONC _�''�
. PIPE S 5
= I.Oi % '
1
114.5'- 8'CONC_PIPE S =, -,70 °
177.6' - 8" CONC. PIPE S =0.56: % 189:1- 8" GONG. PIPE
INV. 13.13.7'- i- �� S = -0.66
- 8 CONC. PIPE S = 0. 40%
.
= YII �''� .
INV. = 12.07
\—INV.= 11.08'
INV.= 9;83 _10,
AS a BUILT INV. =9.59'
;6Z,-e 1-2-7--73
— 5'
i I I i I f I I I I I
24 +OON 23 +OON 22 +OON 21 +OON 20 +OON I9 +OON 18 +OON 17 +OON 16 +OON 15 +OON 14 +OON — 0
S-16 3
a
i KENNYDALE INDUSTRIAL SANITARY SEWER
PROFILE ��7(' ,T E.D. 276
ZONAL L�bp�aQ 1Ln - E. Do
"� 50' STA. STA. 14+25N TO STA.24 +01N
SCALE HORIZ . [ 50
VERT . I "= 5' IR . JENSEN 10-20-72 L.I.D. 276
T. LIU
C AS SHOWN 348
ADD LIFT STA,WET WELL R.E. 4 5
METRO A4! R02-25
�- 20" Steel Casing Elev. = -- - - -- - - - /�- - -- - - - - - -- - - -
Min. 1I/32" Wall Thickness J _
Ends of Casing to be closed to ( - -i_ - -------- - - -_ -�
I" Steel Conduit _
Prevent entrance of foreign materials.
Pipe for Tel. Lines
tt jForce Main - 8" Cost Iran Pipe, Mech. Joint. � � \
.t 118 I.D. , 9.05' Q.D., 13.37" Flange O.D. - ;
Elev. 25 I 'i \ C- 12 C.I. Pipe
t, Gradiry Line
4" PVC Conduit --
Pipe for Elec. Service Mercer Island C 1, n S =2.0%
-
p \
unnecrlan � � , ,,
Bedding Material \�/
INV.= - --
�_ -- ` - INV. =2t 50
\\ \, INV =20.3 'J
EIe_v._20' 1 - - Flexible Joint
Cored Hole
Pipe to be cut flusn.
Seated with non- chr
i grout CASB NG DETAIL per Metro specificatio ns.
NO SCALE METRO CONNECTION
Scoie: !' 3'
BURLINGTON- NORTHERN '2 /W LINE E IE LI ^n /`
BURLINGTON- NORTHERN rV'
i
ELEV, 30'
/ `✓ METRO W
/
R02 -25 48" Stilling Mi
105
' Min. '
12 Min
I, /• I t I I I See Detail Above
8 "C.i. 90` Lang Radius
Bend (MJ x MJ) ._- � - --_-
- -- - - - - - - - - - - - - - ----------- - - - - -- ------ - - -` -- ---------------
NV= ;7.50- -` ----- ---_ -- - - - --- -------- z-- ------------ v - - - --
\ - 8" FORCE MAIN 20" STEEL CASING
RAILROAD CROSSING
PROFILE I
SCALE: HORIZ. I"= 10' Telephone Pole
i VERT. I" = 5' 20'
I
I 1
-Service Pole / I
AL
j! i p--1" Steel Conduit for Tee -
FORCE MAIN
i O L 2 -4" PVC Conduit for Power
! (By Others)
RR cto. 935 *62 — -
I
r
Lj'- -- --
�
11
- -
- 1
i
Baxter Lift Station
and Metro, S°nitary
RAILROAD CROSSING
PLAN VIEW
M -TRO
ESMT.
5G''- -- - - - - -- i
Direct Burial `
2- 22 -1/2° Sends Cable
tMJxmil \,(ByOthers)
i I \
48" Standard
Manhole (Top 27 48')
( Stilling)
8" Force Main
INV = 22.68'
NOTE: Protect Metro Manhole and
Lin„ frarn uncaianced soli
loads. Proposed Method of
Protection must be Approved
_, the Engineer.
tT
{
c ft,
E°
- .-ewer Pole
Direct Buriol Cable & Conduit
(By Others)
20 STEED . LS1`NG / i--8" C.I. 90' Lorg Radius
! I Bend ( MW x MJ)
NOTE: Placement of Tel and Power Lines will be
jI - I III ,erfcrr.ed ty trev respective owners unless
-- -� � otherrvise noted.
CAUT ON - \`� c
I ! oncrsPe Elo,k!na (Typ )
M tro Line on Concre'e I I E
Saddles oriel Wood ( .
p1,.na 6 OC I i
, - -Lz,A
1-, --"
L
� 38'
i
�rl
-'T
.
1 -48 W
8 a.
j Metro
y
s;
Spe Detail < s 1
}i f
FjF, R.S3fi
METRO '
^ - -I
a
C I T Y ® F R E N N
R02 25
ENGINEERING DEPARTMENT
l -METR
CONNETON
�
(ENNYDALE INDUSTRIAL SANITARY SEWER
SE£ DETAIL
L.R.D. 2 76
ABOVE
DETAILS - LIFTSTATION, RR'XING, METRO CONNEC,
_
DESIGNED R.E JENSEN
C:_ 20 72
DATE -' _ 1 FILE
NEW LIFT STATIONS �R.E.J.I'($
- -� !
12 -13 -72
—
DRAWNG.NISHIMURA
CHECKEC
_
AS SHOWN -
SCALE____ ern eooK_- ,pwcs�_
METRO CONNECTION REVISED
O. REVISION
IR.E -J ;',��SZ!
BY APPR. �)
If' 2' 72
DATE
-�'
>yy�� T n
I APPROVca _L7...L!.L- _,�'y/ (,{�� SHEET_5`,_Op 5
_
, - -Lz,A
9o'hell
Duval!
� ail in r"
I/` l "S
s/ f City �.� KirKI od
Uzi Rerimond
- �q�
Carnasior�
Y SEATTLE
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F, .'.
QL
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'yi`.Or:.'�'.. f \
T/'OmA
VICINITY MAP
SCALE
0 1 2 3 4
MILES
Sheet 0 Coversheet
Sheet I of 3 Vicinity Map, Location Map, Index, $ Dotes
Sheet 2 of 3 Liftstation 'W' Details
Sheet 3 of 3 Liftstation B Details
Project Reference No. L.I.D. 276: °(HUD) WS °Wash. 129- Kennydale Industrial Sanitary Sewer Project.
All Contractors Shall Comply With All Federal, State, County and City Codes, Ordinances and
Regulations, As Well As Plans and Specifications Relative to This Project.
The Designed Line Will Be Staked By City Forces At Each Proposed Wet'Well and At Every 25' Station
Any Variation From This Must Be Approved By The Engineer. Cut Sheets For Trench Excavations
Will Be Furnished By The Engineer.
Stubs, Tees, � Cleanouts Are Shown in Their Approximate Locations. Final Locations Will Be
Determined in The Field.
It Shall Be The Contractor's Responsibility To Contact All Companies With Existing Utilities or
Facilities in The Construction Area.
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W,A.
SPECIFICATIONS.
I -
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f. th ,ST
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CITYf
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- - - - -- — . _ - - -- -- - r
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sI� a 2nd Ti �4� - -- - -
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CEDAR _.
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ak
LocArloN MAP .0wri31'.. CITY OF RENTON
SCALE 1" =1600 �;�w �mf••� ENGINEERING DEPARTMENT'
ig KENNYDALE INDUSTRIAL SANITARY SEWER
®NAl F"� 0 0 0
LOCATION MAP — INDEX TO SHEETS- NOTES
! DESIGNED R.E.JENSEN DATE —�S�Ly 7 L.I.D.
-_276
DRAWN R.E.J.
SCALE_
�— CHECKED - - AS SHOWN a:duo aooK346
i � I
SHEET---L-OF
NO. I REVISION i a3Y iAPPR,i DATE APPROVED
•�
I�:'I•�`I`l'i:
- EXISTING PROFILE
M
of
Z
M
IS. METRO
MAIN
PE �!0
Existing Temporary
4. Dia. Corrugated Metal Pipe
Wet Well to be Removed
& Transported to City Yard
Min.
I All
1 ,
III
I ,
Ex. 7200 V.
Ex. ° Conc. Power Cable
12 I 1
25 San. Sewer Pipe I I
I Existing Power Pole
I I
1 1
I l ®STA O +CO
t )
20 III
II
ICI
III
Plugged STA 0 +045 S
1
15 I
I
I
10
i
5 1 �3
I
1 +00S — — — —
M
of
Z
M
1
Existing Temporary
4. Dia. Corrugated Metal Pipe
Wet Well to be Removed
& Transported to City Yard
r �
Plugged STA `
A.P. 0 +30 S l
`p Ex. Temp. Loc.
Tele. Termination Box
STA WET
0 +32.2 S WELL_r
I High Alarm
I
I I
I I ,
'� —Ex. Tele. Direct Burial Cable
Cond'vit
I I
1 I
f
I
Conduit
I I
Ex. 8" C.I.
I
Farce Main (TJ)
I
B
STA 0 +39.5S E— _--- _ _ —
i I_ -- — —
- -- ------ - ----..
CHPUAMBMP
ER
I I C -- - --
I
-- ---- _— _— _---- - -__ -- - -_ —:
/
I 1
I
2 Ex 4� PVC Power Conduit
Conduit
i
I
1 , I
Service Pole
i
i I
1 ,
34at
I
I TL_ STA 0 +50
Ex. 12" Conc.
San. Sewer Pipe
1 I
I I
I
1 i
1 I
I I
NOTES:
30' Temporary
Construction Easement
,
1 I I
I I 3
I
I I
—STA 0 +60S x
Install 28 LF — 12" Conc. Pipe
1 z
I 1 m
Sta 0 +32.2 S— Sto 0 +04.5S
10' Perm.
Easement
Site
Plan
ir'�
Scale
II =5
���
cter Lift Station
�"'ATION A
R
No Scale
Remove 30 LF — 12" Conc. Pipe
Sto 0 +30 S — Stn 0 +60S
Install 28LF -12" Conc. Pipe
Sto 0+32.2S—Sto 0 +60S
Remove 36* LF- 8 "C.I. Pipe
Install 8 "C.I. 900 Ell (MJxMJ)
Re —lay and Connect 28t LF- 8 "C.I. Pipe
Sta 0+39.5S
s -163
12- 3 -zz13
WET WELL
__ +—
EXISTING PROFILE Ex. d' Cone. Ex.7200 V.
25 25 San. Sewer Pipe Power Cable
--- _ -_ - - -I -_- - - -- / --- _Y - - - -_ .__-.0 Existing Power Pole
7200 V �! - ` 0 STA 0 +00
POWER
20 -20
MERCER IS. METRO
FORCE MAIN
Plugged STA 0 +04.55 --N,
15 - - -- -15
I2'CONCPI 12" CONC. PIPE P"j S =0.22 % S =0.22
NV. 13.64
INV. 13.64
10 10
I
I
5 5
i 13
i I a:
Z
m
Profile I Existing Temporary
t 4' Dia. Corrugated Metal Pipe
Scale: Horiz. 1 " = 20 1 I wet Well to be Removed 8
Vert. 1" = 5' I Transported to City Yard
i K �Ex. Temp. Loc.
i I Tele. Termination Box
\\ / - STAG +32 1
LIFT -ST. "A" & I
WETWELL I Ex. Tele. Direct Burial Cable
Ex.8 "C.I. Force Main (TJ)
f
I I
CONDUIT -a _- _--- - -_ - -- -
2 Ex. 4' PVC Power Conduit
ervice Pole
1 t
1 i ( Ex. 12!' Conc.
I I
j San. Sewer Pipe
i
,
_30' Temporary
Construction Easement
3
I ¢
m
SITE PLAN m
" '
10' Perm.
Scale= 1 = 5 Easement
Meter Base
1 � NOTES:
3
2
2
I
l
1
0
FINISHED PROFILE y ��
t
and Disconner -t
-
EXISTING PROFILE
14`x24 "x10"
I
5'Min.
AWALT Enclosure/Equal
Install 28 LF -12" Conc. Pipe
Sta. 0 +32.2 S -Sla. 0 +04.5S
7' Max.
Treated
E Connect to Wet Well
Service Pole
(Obtain Approval)
t�� ✓/ Remove 12" Conc. Pipe As
I
INV. 14 .-00'
Necessary 8, Connect to
3'
Wet Well
2' Min
@Remove
1
36 ±LF- 8" C.I. Plpe
Install 8" C.I. 90aE1i (MJxMJ)
Re -lay & Connect 28± LF- 8 "C.I.
Pipe S to. 0 +39.5 S
I -Ij" Rigid Stl.
Conduit i
I 14p
Enirance
1 -for T1.Condair
Tube for Sti.0
._a
;4. 2 -4" Stl. Conduits
.
Baxter Lift Station
I I q=.
" (By others)
OTE°
Provide W.T. Seal �;,.•
round Conductors yt : o,,D
Ends Each
Pole End to be
oth of
Conduit.
Encased in Portland Concrete
Class ' B"
3
2
2
I
l
1
0
FINISHED PROFILE y ��
t
L�r I STATION B PROFILE
Scale= Horiz. 1' =20
Alert. 1"=5'
3.0" Expanded Metal Grating 4 "x 4" x 1/2"
HOT- DIPPED GALVANIZED Galvanized Angle Beam
BOLTED IN 6 PLACES
w/ 5/8" BOLTS (Typ.) �l
@,Install NOTES
'36 LF -8" Conc. Pipe
Ste 14 +75N to Welwell
Remove Existing 12" Conc. Pipe, Install 12" C. I. Pipe
And' Connect to Conc.Pipe
w/ Smith - Blair No.415
Reducing Coupling or Equal
Misty Cove Lift Station
0
I1 I
I
li I
5
I
II I
II
Ex 8" Conc. +I I
S S Pipe I ?
' � a
I
d Ii
I STA 14+7 5 N I w
15
�t I 1
,
Existing ravel Rd co I
II ,
w
10
t �
t I
I
t ,
t � ,
t
\ t �p
5
I '
I 1
IP
0 Existing Brick Wall 1 I t I I
\ \\ I ;�ij
I � ,
e II
) o ,
,
EXISTING POWER POLE
I �
,
r i
I I
,
� � 3
I I
' I
I � o ' 1
j 6" Conc Stub a a I zl
a ' m
i
I
Service Pole +
STA 14 +39.0 N I
UFT-ST'B" 8
,
W ET W ELL
' I
,
I , �
1 �
Existing Water Meter
1 '
,
I
,
j I ! 1
Existing Mail Box ----o I ' Existing �
Water Servi e
- I Sto 14 +23 N
i 1
1 1
Reducing Coupdg � 1
I I
i �I
Existing Driveway i
I
Ex. 12 "Conc.1 t
S5. Pipe t
t
III 2, 0' Temporary Const.
Easement
II
' Perm. /
Easem
m
I
I Existing Grovel Rd
a: I I
a:
x�x
Existing Wood Fence - SITE PLAN
x
x Scale: 1 5'
I
x
X
I
I CITY OF RENT ®N
DEPARTMENT OF ENGINEERING
KEN,VyDALE II�USTRIAL SANITARY SEWER
L. I. D. 27 6
DET.AILS- LIFTS TT//" u n B n
DESIGNED DATE�z���'� FILE NO.
DRAWN • C
N = /e - a
- CHECKED SCALE yc ? `�+`� F[E D BOOK aACe__
MT �A
REVISION BY APPR. DATE APPROVED SHEETZA —OF
./z -S -z2a
-
EXISTING PROFILE
2
5025
I 'NB4 I
12" CI PIPE
(�
-12" Conc. Pipe
S =0.22%
INV. 20.22'
I
INV. 14 .-00'
8 "Conc. Pipe S =0.40%
INV. 9.19' J
Bottom of Wet Well El. 2 Od
L�r I STATION B PROFILE
Scale= Horiz. 1' =20
Alert. 1"=5'
3.0" Expanded Metal Grating 4 "x 4" x 1/2"
HOT- DIPPED GALVANIZED Galvanized Angle Beam
BOLTED IN 6 PLACES
w/ 5/8" BOLTS (Typ.) �l
@,Install NOTES
'36 LF -8" Conc. Pipe
Ste 14 +75N to Welwell
Remove Existing 12" Conc. Pipe, Install 12" C. I. Pipe
And' Connect to Conc.Pipe
w/ Smith - Blair No.415
Reducing Coupling or Equal
Misty Cove Lift Station
0
I1 I
I
li I
5
I
II I
II
Ex 8" Conc. +I I
S S Pipe I ?
' � a
I
d Ii
I STA 14+7 5 N I w
15
�t I 1
,
Existing ravel Rd co I
II ,
w
10
t �
t I
I
t ,
t � ,
t
\ t �p
5
I '
I 1
IP
0 Existing Brick Wall 1 I t I I
\ \\ I ;�ij
I � ,
e II
) o ,
,
EXISTING POWER POLE
I �
,
r i
I I
,
� � 3
I I
' I
I � o ' 1
j 6" Conc Stub a a I zl
a ' m
i
I
Service Pole +
STA 14 +39.0 N I
UFT-ST'B" 8
,
W ET W ELL
' I
,
I , �
1 �
Existing Water Meter
1 '
,
I
,
j I ! 1
Existing Mail Box ----o I ' Existing �
Water Servi e
- I Sto 14 +23 N
i 1
1 1
Reducing Coupdg � 1
I I
i �I
Existing Driveway i
I
Ex. 12 "Conc.1 t
S5. Pipe t
t
III 2, 0' Temporary Const.
Easement
II
' Perm. /
Easem
m
I
I Existing Grovel Rd
a: I I
a:
x�x
Existing Wood Fence - SITE PLAN
x
x Scale: 1 5'
I
x
X
I
I CITY OF RENT ®N
DEPARTMENT OF ENGINEERING
KEN,VyDALE II�USTRIAL SANITARY SEWER
L. I. D. 27 6
DET.AILS- LIFTS TT//" u n B n
DESIGNED DATE�z���'� FILE NO.
DRAWN • C
N = /e - a
- CHECKED SCALE yc ? `�+`� F[E D BOOK aACe__
MT �A
REVISION BY APPR. DATE APPROVED SHEETZA —OF
./z -S -z2a
8.83' Min.
Manhole Ring a Cover
Olympia Foundry V 5943 H 9IL
or Equal
Elev. 28.83*
Provide Individuol Watertight Switches
Located One Foot Below Inside Top
of Wet Well for Wet Well
Light and Blower
0.67
150 W Vaporlight Lamp-
CROUSE -HINDS Type VDA Form 200 or Equal
1/2" Air Bubbler
Pipe
ILG INDUSTRIES, INC. Type P, lop,
3400 RPM, 115V, Catalog No. 4288 or
Equal. Blower to Blow into Wet Well
Ladder —
3/4" Galvanized Steel
Deformed Bars (Typ.)
2"x 2"x 1/4" Galv. Angle to Form
Blower Platform
Secure to Wail w/ 5/8" Bolts
Clean -Out
Platform
(See Detail)
48" I.D. Standard
Reinforced Class III
Concrete Pipe
Wet Well
High Water Alarm
Elev. 12.0'
Concrete Foundation
Section (See Detail)
Reinforced- Concrete Slab?
Discharge Piping
4" C.I. Suction Line
(FL x PE)
Mercury Float Switch
Lateral Supporting Bracket (See Detail)
6- �7 Bars Equally Spaced
around Base of Wet Well
to Dimensions Shown
NOTE:
Provide W.T. Seal Around
Conductors at Both Ends
at Each Conduit.
Meter Base
Switch -over
and Disconnect-
- 14' x 24 "x 10"
AWALT Enclosure
or Equal
O
2' StL Conduit to
Power Pole =5023 by others
Contractor supply trench
Ends attached to wall
4" Steel w/ 6 "x6 "x1 /2"GaLL
Discharge Pipe use 4- 5/8" Bolts
(Typ)
2-1" 0 Anchor 1/4" x 1/2"
WET WELL "B"
15 -OON
Bolts. Locate Each Galvanized U -bolt
STA 14t 39 N � "�
j
Treated
3(
Service
-Pole
DATUM
i
(Obtain
of Beam. Typ. Each End of
EXISTING PROFILE
Approval)
Each Support Beam.
-- ---
Concrete Grout Bracket Detail
-(Rod under Station) tr�u °B��Concrete Fillets
N O.S.
�. - 25
�025'
I-
2750,1 Air Bubbler
67' Min.
0.67' Max.
T 7
"5025
12' C.I. PIPE
6- 6 "x6% 1/2"
Gal. Angle Bracket Service Pole
' High
i Alarm
1 21.84 i
I '
!2" I
CONC. vIPF
Attach to wall
� Conduit
BI.xf,"
- 20
�INV.
=:j
r 0.22 %
' Conn
' 6m , (Tilted
END INV. 15.84
19.47
f
2.0� 1.9
' 451)
'
IS
- Sta 14+39N -Sta 14 +75N
1� I
- x
Hinged Manway I. Conduit
l
1
I 1
Section
w/ Handhale I Conduit ;
1
PUMP CHAMBER 1 WET
r WELL
W' i
Clean -Out Platform
8° CONC. PIPE
� r
j
ID
No Scale
S = 0.40 %
I 1
-
i
Plugged STA `4 +41.gN ,
Profile
/2"
ed Angie
I
4 C_ 1.
I Force Main
iNV. 9.54
g g ,
STA I 4 *39.ON it
I Sta 14+23N Sta 14 +41.51\1
Pipe
In 112�x4L
Scale: Horiz.
Vert.
I " =20'
I "= 5 5
C.l.I WYEl.
0
2' StL Conduit to
Power Pole =5023 by others
Contractor supply trench
Ends attached to wall
4" Steel w/ 6 "x6 "x1 /2"GaLL
Discharge Pipe use 4- 5/8" Bolts
(Typ)
2-1" 0 Anchor 1/4" x 1/2"
- - -
15 -OON
Bolts. Locate Each Galvanized U -bolt
j
Treated
3.00 Expands
Service
-Pole
DATUM
Metal Gratins
(Obtain
of Beam. Typ. Each End of
Hot - dipped
Approval)
Each Support Beam.
Bolted in 6
Concrete Grout Bracket Detail
-(Rod under Station) tr�u °B��Concrete Fillets
N O.S.
w/ 5/8" So
�025'
Elev.
2750,1 Air Bubbler
2' StL Conduit to
Power Pole =5023 by others
Contractor supply trench
Ends attached to wall
4" Steel w/ 6 "x6 "x1 /2"GaLL
Discharge Pipe use 4- 5/8" Bolts
(Typ)
2-1" 0 Anchor 1/4" x 1/2"
Iwi VUIV
Bolts. Locate Each Galvanized U -bolt
j
Side of Beam w/
IL 4 "x 5/8 "x 12" for Air Bubbler
Pipe
Strongback over Top
d
of Beam. Typ. Each End of
�Ga'.: -:� eQ Ar.y`.� B�.....
Existing ?ower Pole
5023
/ fi. -45°
i
Each Support Beam.
Lateral Support
Concrete Grout Bracket Detail
-(Rod under Station) tr�u °B��Concrete Fillets
,,,—Elevation Blocks
NO Scale
�025'
�_
�TA I
67' Min.
0.67' Max.
T 7
Misty Cove Lift Station
I I r- -T- r-%-r° A -r- I ^ A I 11 r-111
I l
lit
I�
Ex. 8"
Cane San. i7
Sewer Pipe lIl
i
i ¢ i' 1
1Iz I I ) f
— Plugged STA 14+75N �
i
i
1
-1441r-¢- 5029 ll I
Ripley Lane N.
3 ,
11 Existing i
�►k Gravel
�, ! Road ,
1 I I
� 1
1 '
I � �
1 �
1 1
1 1
1
i
nA..�� L.1.®. 276
DETAILS — LIFTSTATION 161311
I DESIGNED B.L. ROSS DATE JULY , 1973 FILE NO. LLD, 276
DRAW 3LR
CHECKED -- SCALE AS SHOWN FIELD eoo�AGE_
NO. I REVISION BY APPR. DATE i.PPROVED'a'�"�� SHEET
_ IZ -3 2 r
Iwi VUIV
j
d
�Ga'.: -:� eQ Ar.y`.� B�.....
Existing ?ower Pole
5023
/ fi. -45°
i
`
A•P '4 +53NO
;
NOTES:
7
Cone. Bend
�_
�TA I
I
6- 6 "x6% 1/2"
Gal. Angle Bracket Service Pole
' High
i Alarm
I '
Attach to wall
� Conduit
BI.xf,"
m �
w/ 2-5/8" Bolts
(TYR) ,-Plugged
' Conn
' 6m , (Tilted
!
Install 36 LF- 8" Cone. Pipe
f
2.0� 1.9
' 451)
'
I
- Sta 14+39N -Sta 14 +75N
1� I
- x
Hinged Manway I. Conduit
l
1
I 1
Section
w/ Handhale I Conduit ;
PUMP CHAMBER 1 WET
r WELL
W' i
Clean -Out Platform
Detail (
� r
j
No Scale
I
1
I 1
-
i
Plugged STA `4 +41.gN ,
Remove 18.5 LF - 12" Cone. Pipe
/2"
ed Angie
I
4 C_ 1.
I Force Main
1
'
e 1 ' '
g g ,
STA I 4 *39.ON it
I Sta 14+23N Sta 14 +41.51\1
Pipe
In 112�x4L
C.l.I WYEl.
(
, 1 II Min.
/
i
Sim 14+23N-Sta 14 +39N
4" C 1
� 45° ELL
I
I (
I
�
Connect to Conc. Pipe
f w/ Smith -Blair '415
Reducing Coupling
or E q
Equal
x 8
r (Mix PE) 1 12x4"
sized U -bolt
'uction Line
Yp.)
Existing Water Meter-
/AYE
(All MJ)
IS ;
a '
i
(� Existing
'
Existing Mail Box-9-C) Water
Service
1
Install 20.5 LF -6" Conc. Pipe
I
I
for Side Sewer Stub
Sta 14+47N
-' -- ------- - --
� 5025 �
( STA 14+23N
a°
a
Ripley Lane N. Reducing
,
Coupling
1
Existing Driveway
�l
I � Ex. 12"
'
_86
,
i �, .Conc. San.
I
0.67' Min.
I
Sewer
� Pipe
'
,
20' Tem orar I
Construction Easement 1
Wire Tied at All
—�
_
10' Perm.
'
(' Easement
l
I 1
Intersections
'a4e`
3
X
x x
Existing l
I
' I'
Site
Plan
Wood Fence x
L
i
( I
;I
Scale
n I
1 =5
14 +0p N
Y,
CITY OF
RENTON
fir z. x
DEPARTMENT OF ENGINEERING
KENNYDALE INDUSTRIAL SANITARY SE ER
nA..�� L.1.®. 276
DETAILS — LIFTSTATION 161311
I DESIGNED B.L. ROSS DATE JULY , 1973 FILE NO. LLD, 276
DRAW 3LR
CHECKED -- SCALE AS SHOWN FIELD eoo�AGE_
NO. I REVISION BY APPR. DATE i.PPROVED'a'�"�� SHEET
_ IZ -3 2 r
i
�1
-ts
811.1, OF MATERIAL
AJT N �G WEB D RT NO 9UAHTfTT NA UE CF PANT ,
rtn' -r- R' I TE L l o
f -17VT NV l'`
Tg i
— 1 11 L rL 3 E! DF AILS f
'.
c( , EXI _ T iNG GROUND EL EV./
23.85t � ..._ ...... _._._._.—
,r CH
FOFr LIF IN
i Tr'. OF TI V
ELEY2.7-45- 9 - J
rt 7A
� � F Y:'
t L�
. ° i ( t. A ,, ^:Ir✓ "'L CJfr£SENT
_._ r.. _ ._ r
1, f I
I
"Yr'. i?x 2 iLn
1 }
LOA)TF, . rWRAF r._.
EAG (7 r, OF 2
1
I Gh'iMINC TANK
--V4" STEEL (4
6 _
,
—
Y:l
sTATiON
I I F "'CHECY AVy 2 "GAS VAFVF_ s
i
6L 6e'ER -_. % i ( �y , '.lJ 4 r -. _ _ t 1 11` i --_ Ts'LVS�NA,eGE t,✓E
i ELEV 49-.U7 -
a � % f ' 1 C \
i. i .�� II� C rfF! K
E` -t _. 1 f) 4lA _VES IL
�. r .t rCR 6,x6 .'fi'GS
TIF l�
12' rte-' \ \ \,I r YP OF 4 I L
<P11-15D 2�APART
II! U
j
CNG GP VT 1
LAP OP RIHT
OAT,
FLOaT sNirctl
�z
12" CONC. ( tIrCN ALARM 1 I. t
INFLUENT LINE r f t" CONC.
!r !.. �} I T INFLUENT LIPE -
r 1 I 6:. SVC Ti ON :I
LIME
a
uv, NoRTry
"N V..' SOUTH
13.64' A .. ..._. - - -�...' { { - ( .',. `'�'""` .. i'i .64•
R = ^ m
! FIAPSLEk PIPE ". l: is > r `: --
REINF'ORCEO -t1;SS
! i eDWRETE PIPE
YET IVELL FLAN VFEY
I I - -
(
_� A.E
E-
18,(4 j. 3 14
1 ! I -_ -•-"_ .._ E' EY TA _ON F n _ -41
F'UAtvS C>r F' _ _ "___ �- r '� — _ ! ; ELLV. 1f Ct VA iEA Al Af?M i57.00 j 15'.00
.EY f NT III S :TH T3,
0 ' a IN 6d r i3.%4
— % ! -;:,t ;: •, T : r 14 r.. 64 ^ 13.6
.;, j L '4 IN f tTGt F i 4
I
( "74
.; Ev L AZl PUN! F an ij 74
_
L. y. 12 ( L V PJMP5 Orr
,EV. SOTTOAA.WET WF k.L 774 y- 7a7e-
1
� '"L.E✓. 774 ,__.. Y :. _ -. - :. ., 1 ✓ /.. _. _..: .... - .... -..._ _.. __. .___.__._. _ _. -_._i ____- ___._.__ ___ -... _. _.- __._"_._. -.,.
,, -25- ?4 A5 _�VIZT
2 3
a .
—
o 5430 W.a'. MAR, WAY SdAL WAY 5. W.
�C� ?rrtoiLiTf APPROVAL
9 THIS DESIGN Af1D OR SPFCI ICAT:ON Iv
sga`r, LE, WASN A1GT6M 48105 USA
f�. G'� - � 8 I
APPROVED E6 FOR HOP.CG NSTRUGTIO -
tom.. � n � _
(.. TlTLE.r
E 5 L
_ -- _r
, '.&SE:Ni Id- 1 °'73 S T IL N
0
_ u ... i 7r t, _ r , ucfi cc srl oR a NeeA,
1 7
1�_ u
I -aq 7.j
(LAYOUT)
A: SEC TONAL FL F VA T10) kl
IT s °
APPFCV40 OY, �E }� ' � T� ^' p ORARiNG ryVPIB£Rr
MAC-
W
z
i
�P. BSS �►F Pv�ATE�iI
I -TI? YE OF t T wcLe
__._ ;' _ rIV ✓.r
-r
LID 77
N✓ATE RT!TE \
� w
r�
EX,57-INC CIA' :A'P, ELEV. 30.50': YET I!' G TA /Z .
rTi�hw/7/, 1�i;1,' \'r'��;,jtllii;�tC'tr; /r at17! /i��'r.,-�� >�.uTji�,;:•, stn ',;�.��.r.r,,.,..,��.,n.i,�r;:r
.
o.. , $ r
. .G
o
or
A, NFLUEN7 LINE
�\
�•r >' :7 ,—. _ _ _ I �, ,. '. f -P a is
OE T, it �-
0 Vv
.,�' Ali COFIPRESSOR 'r
./ j / \� >\ 7 `. -
•,
h.
f
(�I "v- `
,
A40TOR Lfi11,16
1 EYE vP• OF 2) �. ! —d•— ,X
ii \
I �• I fC,.GFJ TR OL PANEL
(,• PRIMING TANK
w
_ [„ �?—� — fpl � . � ;. , .� '/ f
LADDER X / !,1 I i! - '� TAN!s`\
{f \ I. _ 1
,
G VA
A1ANFi ? E
/ell, �s...
1 I' � � j
�• ! j IIl _
t 4
a
`
YJALL
Or,
• i f ,
4„ 4..
1
VALVE CA FATE MLV
I t� —
! 1 � ;y"1 /r'TX r o- �! -z' 1 ! t � t s/� � 1 � _�✓ 1ff `lI� `'_� _ TROL -INWL
,
\ r
�1 7'
r; r
J ' F
S a `
.w ..
i.• -�._ ,
DETAIL t+ F.
24 TL` ALARM
�h f
r
MA
EL6J 2940.
�
LAPORLr6xT -• >fc i —.—. eJ rlTANrL / F r r P; 9FW ,k'. { % ti �•� -
"•r)' LAMPj—_ —.r .. _ �r �, "
{ I® { %
lo
�x ntIGL E" I, f 6 o i__Jr ®J D' v INV. S�v}TN 5. JV;✓ 'Y '.�, t , �._..e•`„t ,,,r: i� •:\ ��
2@.22r ?_r)WE; c / , A' x.~\ _ -� +h .. _ \.
w
jj JJ '-7
E
LAXIP
• - r � I � 7 � TEE •I � _ . , - ._. _ ..�..�...{�;� -.�
( Ij{
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BORING 24 BORING 72 BORING 70 BORING 2 BORING 66
LOCATION: Sta -I I I (25' Rt.) LOCATION: Sta. 6 +52 ( 31 ' Rt.) LOCATION: Sta. 12 +37 (28' Rt.) _ LOCATION SIG. 19 +04 ( 4' Lt.) LOCATION: Sta. 25 +98 ( 22' Rt. )
ELEVATION! 44.5 5 _ ELEVATION: 44.2 ELEVATION: 47.1 40 ELEVATION: 32.7 4 ELEVATION: 32,2
50 s. DATE DRILLED 9- 12,13 -fit DATE DRILLED 2 -11 to 13 -63 50. DATE DRILLED 2- 5,6 -63 f DATE DRILLED 12 -22 23 -59 'DATE DRILLED I'-1- 22,23 -63
..ALL BROWN SILTY SAND WITH GRAVEL-FILL � BROWN SILTY FINE SAND +`; SAND AND GRAVEL -FILL �;-�2, ~`�a �•. MOTTLED BROWN -GRAY CLAYEY SAND �� '_`'�� ��r BROWN SILT, SAND AND GRAVEL -FILL `.
s.
. -
.s:na, i;,:o•I -r ps, GRAY MED.- COARSE SAND WITH GRAVEL - FIRM+ '
-" BROWN FINE SAND WITH SOME SILT 21.1 % -106 I MOTTLED BROWN SILTY FINE SAND WITH SOME PEBBLES -DENSE • e'.,t �` -if; !•
?t
22.6 % I�' SANDY CLAYEY SILT LAYER 16.8% a.4 : d#,. ' z
4tf,,, t"'•' t MOTTLED BROWN AND GRAY SILTY SAND WIT : ME GRAVEL 1"'- I..:. 10.4 %,,N =30 BRO,J��-GRAY SILTY SAND WITH SOME RAVEL -VERY FIRM, 15.4 % - 94 INTERBEDDED BROWN VERY SILTY FINE SAND, PEATX SANDY SILT AND
N =0 �.:.: 3.10 -;I. N =!4 -
o .' .•L. F - rf - ° - 1 :`I v IxV nPNSr (ru.:'�i SiE =131 CE(NJ,RED (1'I LL7) 'Y^'I "- N =5 .��� DARK BROWN PEAT WYERS -SOFT
12.5 /0_127 .... BROWN SILTY .INE SAND AND SOME SMAL AVEL CE NSE, CEMENTED I GRADES COARSER, CONSIDERABLE SMA EBBLES 11.9% 128 GRADES.. GRAY,CEMEN7E0., .E... __ -.__ �., �,,.� �. �_�r
178% -115 1: s, - .: •i GRAVEL T£NT IN`•,E3 140.0 % - 36 f 't,�,
N =220. .J (TILL t) N =12 N -80 f' -. II 9°/y, N= 88.w'•;, N =4 + +cOCCASIONAL WOOD FRAGMENTS
MI UWN SILTY FINE SAND WITH SMAL RAVEL -VERY DENSE, ')
13.5 % -127 ».u. , "° 14.3 % -124 I'•:t'.I ODERATELY CEMENTED (TILLv 10.8 % -131 SOME SAND LENSES ''- `P'!'� GRA'y FINE -MED. gANDWITH MODERATELY SOFT VERY FINE SANDY SILT
1. ' GRADES G MEOBBLES 12.4 % -I10 ^.`i
N = 130 I '` 12.2°1.,3 =100 t " v�' �" y.,�;l LAYExRS
i GRADES TO GRAY N =34 .'I - N -7
N=136 j ,. I ,• • SOM CLEAN SAND LAYERS ^I GRAY $7Y FINE -MED. SAND '. TH OCCASIONAL PIECES OF
w Y FINE -MED. SAND LE 5 MOIST ��, o R, , (?EAST AND COAL 1 'a �_ GRAY SILT No AND GRAVEL
I; .A "' 1 ATER LEVE EL.31.9 2.1% -125
w 9.8% -133 .I 10.4 % -127 !I I t n �'4'` 7:3 % -138
N = 100 1 .I i- .,,:n'n"1.- N = 180 I .1 .OVERN! W'� N=70 I +:t 25.6- 343- 53 .:s.¢ N = 80 tii'R.I 0, -o§"°
1� . I S.E.
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Y
1i:;. k 14.8% -119 i 2.2% -129 ;) 7 N =100* :°1 CLAYEY 7•'
z O 9. 3 %" 137 .a,,. - 'cn '. a. N.A.
N = 110 �'c •* N - 100 f •I GRADES GRAY N = 90 I `+. „, s�'.
O W �'•� • s B . A e InYi: N e A • 1 ®. ' BROWN GRAY FINE �JINDY S.�LT WITH IRREGULAR SILTY FINE SAND
ii 8.6% -139 ;; ,•. 12.4% -128 I.. .I 12.9 %-129 .;J Q 18.9% --109 tl POCKETS FlIR.
QJ N =140 ;µ.,'•ms,', ;1,. N =1406 .i #I ":,. N =50 �,�,•.) OVERNIGHT LEVEL AT EL. 25 Q:• -� • . a - N =70 :: I °'
�O --•;,'r� THIN •NCEM ENTE IsA. kYER 2.60%0 131 (• :: WITH G,,; -EL (Ibb' MA %) rte, 1 9% - N =80 I DES ,{GRAY, SOME PEBBLES'
12.2% -129 „i 4 r.l "Z "Y� i . / 127 I 'I N=80 i08 GRA
N -52 ~' SL,GICEN SIDE NOTED. 10.5/0-134 ! 'I 0_4% -133 1J "n t 23.2 ° /0 -104 GR YF •�
,"' o + .zr=_, 6 INE SAND iN 1fH SOME SILT AND AVERY FINE SAND LAYERS
--! 9.1% -137 `- I Ry I+.•. ' N =7 I;
LL% N' 160 •�,:. N 200 I d �.�: N -I50 I,y�J ,E= Imo.. DENSE
I
Q O t%1 SILTY FINE-MED. SAND WIT OCCASIONAL GRAVEL AND WITH WATER BEARIN#"`.
.16.7%-123 1 •."`x',u N =120 1 "I 26. 00-
*`L°
II.0% -133 ':ii 1 I I 'INTERBEDDED GRAVELLY SAND APgk ILTY VERY FINE SAND LAYERS .i
N.I40 F', �` %I V =140 D 1 'A�' N =65
t wil. -ec I j WATER ENTERING BORING - _ -I OCCASIONAL SMALL WOOD FRAGMENTS
8.6% 138 +•_. ` ,ht 13.0% -120 GRAY FINE -MED. SAND WITH GRAVEL AND SOh1E SI 16.5% -114 1 21.2 % - 106,'" 1�.•'1
N =130 siY >`�, N =I40 r, N =100 •� :I N =100y GRADES COARSER AND CLEANER
'•;1.Y SOME GRAVEL AND WOOD FRAGMENTS,R _OWING TO GROUND = ....
19.0./x -iI 3" s.y; GRAY SILT VERY FINE SAND AND CEMENYED. SILT LTY FI EE� ND 76.1 % 12 )Q. SURFACE FROM OUTSIDE SIDE OF:CASING Ff 2200- -107 ,
;.., WITH RABBLES -FIRM AND DENSE, (OCCASIONAL GRAVELS 2 ") N =60 - .y GRAY SAND AND GRAVEL WITH SILTY SAPID AND�GR VEL LAYERS af00
N:O OVERNIGHT WATER LEVEL AT EL. 32, WATER PROBABLY ENTERED -DENSE -
?- ==s BLUE GRAY CLAYEY SILT - FIRM - t) FROM AROUND SHOE RATHER THAN MATERIAL -`*v,, 8.30 -143. OVERNIG!'IT WATER LEVEL AT EL. 48, WHILE PULLING CASING -30'
n ?°20.3% -109 SOME GRAVEL, SANDY NO WATER ENCOUNTERED;N?, # �,.YN'c 2O0 WATER LEVEL .ROSE TO EL. 52,.Y
-2Q N = 80 '2D, fi
' -20�
BORING 71 BORING 64 BORING 67 BORING 68 BORING 69
LOCATION: Sta.29 +43(18'Rt) 40 LOCATION: Sta. 35+38 (20'Lt.) LOCATION: Std. 39 +16(14'Lt.) LOCATION: Sto.43 +00(22'Rt.) LOCATION: Sta, 46 +67(25'Rt.)
ELEVATION: 28.4 ELEVATION: 31.7 ELEVATION: 27:4 ELEVATION: 26.8 30 ELEVATION: 24.4
DATE DRILLED 2 -7 to i I -63 DATE DRILLED I -11 to 16 -63 30 DATE DRILLED 1- 24,25 -63 30 DATE DRILLED 1- 28,29 -63 DATE DRILLED 1 -30 to 2 -1 ,63
30 BROWN SILT, SAND AND GRAVEL -FILL BROWN AND GRAY SAND AND SILT WITH GRAVEL AND ORGANIC BROWN SAND, SILT AND GRAVEL -FILL Y•: BROWN SAND, SILT AND GRAVEL - FILL i BROWN SAND, SILT AND GRAVEL -FILL
i�
r MATTER -FILL, SOFT TO MODERATELY FIRM >
it MOTTLED BROWN AND GRAY -BROWN FINE SAND $ DARK BROWN PEAT WITH SOME SILTY PEAT AND FINE -MED.
29.0 % - 93 '� MOTTLEO BROWN -GRAY SILT AND SILTY FINE SAND 264 %-101 ° 25.0 % - 95 I- I SAND LAYERS - SOFT 9.2 % -I19 s - MOTTLED BROWN AND BROWN -GRAY VERY FINE SANDY SILT
i• 42.8 % - 7I
N =4 INTERBEDDED GRAY FINE -MED. SAND AND PEATY SILT LAYERS N =5 MOTTLED BROWN-GRAY VERY FINE SANDY SILT WITH FINE N =4 ; -.. WATER ENTERING BORING N =4 N =10
I -SOFT, MAKES WATER ;I SAND LENSES - SOFT GRAY SILT - SOFT sHli �j DARK BROWN PEAT
__ DARK BROWN PEAT WITH BROWN FINE -MED. SAND LENSES -SOFT 474.0°,0- 13 ( 209,0 % - 24 (u,l
18.8%-log 29.0 % - 96 I 333.2 % - 77 It+ryt SOME WOOD FRAGMENTS N= 2 li .t <I `
N =11 I•,_%= GRADES INTERBEDDED FINE -MED. SAND, SILTY SAND AND N -1 t s� INTERBEDDED BROWN PEAT, PEATY SILT, SILTY FINE SAND GRAY FINE - MED - COARSE SAND WITH SOME WOOD FRAGMENTS N=6 >81'I SOME WOOD FRAGMENTS, . PEATY SILT AND SAND
+- �� MODERATELY SOFT SANDY SILT LAYERS ICI! AND GRAY FINE -MED. SAND IN LAYERS -SOFT AND LOOSE 15.0% -109 I.O�,. 24,8% - 100. 0. GRAY GRAY VERY SILTY VERY FINE SAND- SOFT 24.0 %-101 GRAY SILTY FINE •MED. SAND
y- 25.6 % - 102 - 164.5%- 35 (, fJI N= 7 +�' N= 7 �`'• •
N =15 ...I N=4 1:":.I N =28 14; F.;.:7:1
OCCASIONAL SILTY VERY FINE SAND LENSES �I SOME PEAT
15.9 % -121 'J GRAY FINE SANDY SILT WITH SOME PEBBLES l 21.7% -104 �, 50:3 % - 81 A; •:. GRAY FINE -MED. SAND WITH SOME PEATY SAND, SILTY FINE 27.0 % -100 ,,
26.1% -101 IilsStt N =2d I I MOTTLED BLUE GRAY Ctp•' WITH SOME ORGANIC MATTER - MODERATELY FIRM
ZO N =19 I 1 N =17 I r.. N =9 N SAND AND WITH SAND AND GRAVEL IN LAYERS N =11 I_=
GRAY VERY SILTY FINE SAND INN Q
9_J 1;. -"• GRAY SAND AND GRAVEL WITH SOME SILT I CASING AT EL. I I, BORING AT EL. 7, OVERNIGHT WATER,J
- G. AY SILTY VERY FINE SAND WITH SOME SILT AND CLAY LAMINATIONS
lil 10.5% -136 i:1 OVERNIGHT WATER LEVEL AT EL. 15 42.2 /o- 72 '� ` N =17 N =14
D 21.3%-107 20.7%-106 I ^:+ 2P,.6 % -97 1 R
N =74 I" "� Nc8 �'.,:` LEVEL AT EL. 19.4 i:._;,I D - ( I
GRAY SAND AND GRAVEL 1wil
QJ I�: •..� 22.4 % -i05 GRAY SILTY VERY FINE SAND N=36-I 10 GRAY FINE-MED. SAND WITH SOME SILT AND WITH SAND AND 11.4% -129 '1 WATER ENTERING BORING N =6
.�;, 'I D h° ImI GRAY CLAYEY SILT WIT.k1 SOME GRAVEL -FIRM (TILL ?)
�j � N =19 (``� N = 36 1't•?. GRAVEL LAYERS -DENSE N = 5O ['•y (GRAVEL TO 3' ) 3
UJ� R` 9.4% -131 1_, 20.2 % -86 ?` NTERBEDDED GRAY AND BROWN SAND, PEAT AND SAND AND GRAVEL 6.9% -117 I
)0.1%7128 i'':'i,;; GRAY SAND AND GRAVEL WITH SOME SILT 23.9 % -109 1 LAYERS, WOOD FRAGMENTS N = 120
W N =90 'aC;I N =40 I:) N =47 1 °;!iI N =11 �y•... 1
I: GRADES TO SAND AND GRAVEL J�1� 27%
GRAY FINE -MED. SAND 1,• +`� 10.0% -129 I' GRAY FINE -MED SAND WITH SAND AND GRAVEL IN LAYERS -DENSE BEDROCK ( ANDESITE I
a. 16.5 % -121 _ -+:'r.,
9.1%-138 I:'-�: ,,,���.AI t �.:.I
el 3=70 1•'':+ I'.,'al N =76 I..,
N =120 I`;:.. .o. o. GRAY GRAVEL WITH COARSE SAND -CLEAN 'J
1 I•�••I 5.2% -143 I +..:.I N =100 I''� `HATER ENTERING BORING
N=120
° -128�J 4.8% -121 ?.r_1 N =120 "wj A�
'BROWN SAND AND GRAVEL _I GRADES TO LAYERED SAND AN,') GRAVELLY SAND
v,y.l GRAY FINE -MED. SAND WITH SOME SILT N =40 •�iJ i,d;:
GRAY SANDY SILT LENSES 18.9 %-114 I�'"i 18.2 % -II3 GRAY SILTY VERY FINE SAN
Q WITH SILTY CLAY AND SILT
i•',•; J s LAMINATIONS - FIRM i 45 DIP)
N =30 ;ei' N =90
WOOD FRAGMENTS, SOME GRAVEL LENSES OR LAYERS N -70 tJ GRAY SANDY CLAYEY SILT WITH OCCASIONAL PEBBLES -3O
1''.I: �•� GRAY FINE -MED. WND -DENSE 12.4 % -123 - -VERY DENSE, CEMENTED (CLAY TILL ?)
15.0% -118 21.3 % -107 i;;.J CONTAINS TILL AND FIRM CLAY FR YGMENTS AND OCCASIONAL N= I60
N =90 t'';'') 79% -134 V.I N °22 SANDY GRAVEL LAYERS GRAY SILTY CLAY WITH FINE SAND LAMINATIONS
N = iB i-°�- BROWN FINE -MED. SAND WITH SOME SANDY GRAVEL LAYERS I4,'1 32.8 % - 91
N =.20 -FIRM (45° DIP J
N =100 V=.7 I�,: +II N =1R
-DENSE ��•
CONTAINS TILL AND FIRM CLAY FRAGMENTS NOTE: 15.3% -114 1'�"4I -40 17.8 %-110 GRADES FINER -SOME SILT -40- NO G: StO, referred t0 in Bore Log
":"` N =5 4
- 40 N = 70 I i
is Metro Data. See Plan
N =40 ),i
N = 6o NOTES: LEGEND Sheets for Locations.
(;,I
1. BORING 2 WAS DRILLED WITH TRUCK - MOUNTED AUGER -TYPE DRILLING EQUIPMENT SAMPLED it 'Ir OrPr TO WHICH CASING WAS REQUIRED
-50 N =60 BROWN FINE -VERY FINE SAND WITH SOME SILT AND SANDY AND SAMPLED WITH 2" OD. SPLIT -SPOON SAMPLER DRIVEN BY MEANS OF 140 -LB. ,� SAMPLE MISSED I
104 1� �+':I SILT LAMINATIONS -DENSE DROP WEIGHT FALLING 30"
2. ALL OTHER BORINGS WERE DRILLED WITH TRUCK- MOUNTED CABLE -TOOL TYPE 9.2 %-119 1 9.2% INDICATES MOISTURE CONTENT 1N
BROWN -GRAY FINE -MED. SAND - DENSE, CLEAN PER ^.ENT OF DRY W'c iGHT AND 119 INDICATES
23.0% p 1 OVERNIGHT WATER LEVEL AT EL.16 DRILLING EQUIPMENT AND SAMPLED WITH 3-25" D. SAMPLER DRIVEN BY MEANS DRY DENSITY, PCF, OF THE SAMPLE WATER BEARING ZONE WITH MEASURED
I; ;I OF A 500-LB DROP WEIGHT FALLING APPROXIMATELY 20 111111 HYDROSTATIC HEAD INDICATED
I:: 1
JMBER OF BLOWS
3. ALL CASING REMOVED AND BORINGS BACKFILLED WITH EITHER PEA GRAVEL OR N =30 PENETRATE ONE FOOREQUIRED FOR THE SAMPLER TO
21.3% -106 ®� � r �S (4/l ���
NATIVE MATERIAL EXCEPT BORING 70 BACKFILLED WITH CONCRETE SE =13 SAND EQUIVALENT i'EST RESULT
-70 Ni Ioo ° -IOB
f n PLATE A -I