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0 1 2 3 4 S
MILES
MILES
INDEX TO DRAWINGS
DATUM NOTE
ELEVATION 0.00 EQUALS MEAN SEA LEVEL,"29 U.S.C. 8 G.S.
SURVEY
SYMBOLS
N. 2%,510.93 - COORDINATE CALL -OUT
E.1680,688.59
cart as �
DRAVVM � REFERENCM
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SHEET
NO.
DWG.
N0.
DRAWING TITLE
4947 ADJUSTMENT.
I. DRAWIN ARE CROSS REFERENCED AS FOLLOM'-
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LOCATION
AND VICINITY MAPS
COORDINATES -AND BEARINGS ARE BASED ON WASHINGTON
I) EXISTING MANHOLE
�-
p CATCH BASIN OR INLET
1-800- 424.5555 W A SECTION CUT ON ORAWIN !
INDEX TO DRAWINGS
STATE COORDINATE SYSTEM, NORTH ZONE.
NEW MANHOLE
A ANGLE POINT OR HUM
IS IDENTIFIED AS FOLLOW:
MeTmommm
LOCATION OFUTILITIES
�AANHOLE
G 2
DETAILS AND NOTES
BENCH MARKS
@�:
SECT'tON DRArMM1A off ""I=
11 .1
�4 SOIL BORING AND DESIGNATION SECTION CORNER
NO REPRESENTATION I S MADE AS Tt7 Ti�fE SECTION APPEARS
EXISTENCE OR NON - EXISTENCE OF ANY •
TRENCH AND CASING/ CARRIER PIPES
�
G 3
SECTIONS
AND DETAILS
H. D. N0.8 - X ON S, BOLT Of LITE STD NO.66 / S AT N. CDR.
OF S.R. 469, N. BOUND ON RAMP EL. 48-50
UTILITIES, PUBLIC OR PRIVATE. ABSENCE M OIR f3R1t�MIlID S. TIN SE�CTpM
STREET LIGHT
1/4 SECTION CORNER
OF UTILITIES ON THESE DRAWINGS IS IS IDENTIFIED AS FOLLOWS:
4
C 1
PLAN AND
PROFILE
MV-6 PK IN TAR SEAM, CTR CONC.WALK, E. SIDE
WY, 30 W. OF R.R. TRACK, 200 � N. OF GIANINI
STADIUM GRANDSTAND, OPPOSITE FIELD LITE POLE
� VALVE
DECIDUOUS TREE
NOT ASSURANCE THAT NO UTILITIES ARE
PRESENT. IF BURIED UTILITIES ARE (PC: BEV"ROUSER
SHOWN, THE LOCATION AND DEPTH ARE SECTf(M
DRAW! FRO M
EL. 43.45
APPROXIMATE ONLY. THE EXACT LOCATION >C+ WAS TAKEN
FIRE HYDRANT
EVERGREEN TREE
AND DEPTH OF ANY UTILITY SHALL BE
DETERMINED BY THE UTILITY COMPANY I OETAI<s AM CAON REPOPENCIE NI A $*ALAN
Z
w
RIM MANHOLE R10 -8 EL. 43.85
PRIOR TO ANY EXCAVATION. MANNER EXCEPT THAT DETAILS ARE IDENTIFIED 81
LETTER RATHER THAN BY NUMBER•
RIM MANHOLE R10 -6 EL. 42.21
• UTILITY POLE
S SEWER
0-4 GUY POLE W/ ANCHOR
SD STORM DRAIN
"AS BUILT"
N
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El
112,7302
W. BR ��PE� S. KLFti
= m '� T O Hun i c i Pol i ty of 11etropol i tan SBattLB
A NOV 1991
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2
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NOTED
CEDAR RIVER TRUNK RELOCATION
Y75
..•,�o;�� +��o,�•..q2;E„EO:��
�`�S�ONA1.� �S 1014AIL
LOCATION AND VICINITY MAPS
INDEX TO DRAWINGS
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W/M 54 -91
lay
FlENISIQI
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ovER
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WHERE SHOWN)
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Q MANHOLE R10 6A (NEW)
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5ECTION 2605
TYPICAL FOR 'ALL
MANHOLE5 L
5TRUGTUK =a5
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ME�RO-
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METRO STANDARD MANHOLE
FRAME AND COVER
rsAZ o�.�
%d 6' '
_t �/C 7XZ IRON
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HOR /Z. / a(AV M- S,01-AOX /►7YEQE C.�/A!
S LOC,e-T .4PE �t/OT PL,4CE0)
"( /�t/ rh eir xi- swE.t/TS I1r7 lwr
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SECTION THROUGH STANDARD COVER
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,°. /. OF P /PE5 e
.5r.4 T /ON ROW 1:
CreOFM.H
BASE
NOTE:
reP /CAL FOR MAYHOL ES
Ofo -6'.4 Rf0 -6B AO Rfo -6c
?/,8L E
VT
TEM
'SPECS)
DEFL ECr /ON
ANGLE (6)
OFF5E
'X"
42 D
LESS THAN ,35 •
O "
350 rO < SS'
3"
556 M < 75'
6"
75',` LARGER
f O
P /A/
C /. FRAME
/ "0 L /F7 /NG
HOPE 7
SECTION
GZ
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SECTION 2
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,,�,QEQ o
f
1; -1 *10 Illelstr
I (5EE PL AM) x z 5 =1: t2 '
CONST. CNAf�L, 59E.� FLEXIBLE JOINTS AT MANHOLES h -
GROUr E Al rE BEL -
_ _ I Cl.. C A55 Al CO NC�L ?C ( E 0 OW) �,
^
—� � — — • � �.,.; 2 �� I Q NOTES: (TYPICAL MANHOLE) � z
(rYP) ti • • : •• - ' , NOTES : (STRUCTURAL DETAILS) o
_ � Z
o.:. :.•.o: s :.'.: ;• •_ - 1. STEP IN ADJUSTMENT SECTION SHALL • f = p Of
FOUNDATION•. ° : - _ o w - HAVE 3" MINIMUM CLEARANCE. 1. FLEXIBLE JOINTS SHALL BE INSTALLED AS 60 v
SHOWN ABOVE ON BOTH SIDES OF EVERY MANHOLE O
221 2. ALL PRECAST JOINTS SHALL BE RUBBER - _ W N
' "AS BUILT'
E. W. S E C T i 0 N 3 6 "cRUSNEO ROCK PRECAST ��� �C�� GASKETED. 72 TYPE TYPE a MANHOLE s. MANHOLES R /0 -6A, Rio -6B d Rio -6C PLAN
G 2. ALL PIPES PENETRATING PRECAST MANHOLES Date f99i� 2:r
NOTE• SHALL BE S /M /LAR TO 72 "rYPEII M, N. SHALL BE SEALED BY A CAST- IN -PLACE UNDERSIDE OF STANDARD C <?
5ErM. N. �BAsE 5EcrtoN /Nro wrr NOTE: FORMED COLLAR THAT EXTENDS 6" BEYOND
COIVC. ,BASE, AS SHOWN. CONCRETE FOR MA�NNOLE CHANNELS 5NA44 THE MANHOLE BREAKOUT, WHERE SHOWN.
BE 4000 i°5' /, ! 2 SLUMP 2.5 MAX. AGG�PEGArE 127303
445 CEMENT PER . YD MIN.
TGNED@ DA
w. BROp, PEI S. K(�f METRO
Mum I c i L I t of M•t L I tan S•att Lo NOV 1991
,Ire �c.'t',. M...•,•.'t R.W.B. P° i( ropo
p C. �•• ?;•�. CEDAR RIVER TRUNK RELOCATION '
G.A.C. NONE PHASE I Y75
r�
W •
J -
, o �' =•. , ?° ��' MAN HOLE DETAILS AND NOTES G 2
�Irsrt!� O,rE�s �tsit` ��►�`r , ' W/ M 54 -91
MO. REVISION ■1► DATE ` O NA OF
y 2 4
FOw ESD 7274 A A B c p E F 6 H A65021
5
3
1
5
4
3
2
I
FOM !!• 2234 •
n c n E c
arCL. B ASPH. CONC.
PAVT OR MATCH
v EXIST. PAVT, WHICH- z
w -EVER IS GREATER. W
H 4 "ASPH. TREATED ~
Cal BASE. W
�r EXIST. CURB is
N j OR SAW CUT. �'
TACK
a COAT
• ° ° ° 1'_ 0 ° ' : •
CL C1 SUBSEQUENT CL_ 81 SUBSEQUENT B. F.
. r SIDE SLOPES '
' CONTRACTORS
• • OPTION,
• f
• • 8 MIL POLYETHYLENE--,,,,,,,
r ENCASEMENT (TYP
e -0 MIN. . BOTH SECTIONS)
VERTICAL _
TRENCH • :° • -r•
FILTER FABRIC �'• -
WHERE REQ'D. _ CL. Al BEDDING AND = -
CL. B1 INITIAL B.F. (TYP) ='
BEDDING (TYP) DDING (TYP) -� ' •
�. ,.
O.D. + 2' -0 MIN. 2eC VEREXCAVATION WHERE
1.5 x I.D. + 2' -0 MAX. REUD (SEE PROFILE)
(TYP BOTH SECTIONS)
SEMI - CONFINED VERTICAL
KVIStaa
TRENCH SECTIONS
NO SCALE
rn I DATE
S" CL. 8 ASPA. CONC.
PAVT
4' ASPH. TREATED
BASE.
. 77! - _ II THREADED EXTERNAL GROUT
60�� CASING PIPE NIPPLES P 120° ALT.,
TOP
W/ MIN. �c/�•' WALL ' 8i BOTTOM (a7 5� -0
THICKNESS. C /C.GROUT ALL VOIDS.
FILL ANNULAR
SPACE W/ GROUT . '
i
TRENCH I
SUPPORT
SYSTEM,
OS RFdn
t _ 1 PIPE LENGTH
,_ ..
600 0 CASING 42" 0 D.I.P. 60 "Q) 1- s END OF CASING
P I P E CASING
42'0 D.I.P.
:w 0 W
• .n.:• - ._ - --`1 ego -_- .:
42" D.1. P _ •
CARRIER PIPE.' a -
i m i
8 MIN. • . ° .
•
�— CREOSOTED,
GREASED TIMBER
SKIDS.
JACKED OR AUGERED CASING SECTION
77
TOE PENETRATION NO SCALE
AS REQb TO SUIT
GROUND CONDITIONS.
�rt,
•I►OM,� 1
/6�,�,
lk
STYLE 38
DRESSER
COUPLING,
OR EQUAL.
��tt S- K�fti
f2
��iP�.'•�C/S1FPE�' ��
3 -A 4 HOOPS
n , .
3-* 4 u
_ 14EV
120 E
SECTION
C A S I N TO TRENCH TRANSITION
DETAIL A
COAT W/ COAL NO SCALE
TAR EPDXY
4200
D. I. P, PE. it PE.
PIPE CLOSURE DETAIL
NO SCALE
Fn� S BUILT"
AC T Ift
0 0 .04
z 0 0
PIPE
BEDDING
NOTES
1. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS IMMEDIATELY
FOLLOWING BACKFILL COMPACTION, PLACE A 4" LIFT OF COM-
- PACTED IV, MINUS CRUSHED ROCK AND 3" OF COLD MIX ASPH-
ALTIC CONCRETE. AFTER 10 DAYS, REMOVE TEMPORARY PATCH
AND PATCH AS SHOWN ON TRENCH SECTION.
2. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE, COMPACT
AND SHAPE STREET TO DRAIN AND PLACE A FINAL STREET SUR-
- FACING OF 4 "ATB AND 3 "OF CLASS "B" ASPHALTIC CONCRETE.
PLUG OR CAP
PROVIDE TREATED CEDAR 2'x 4
'~ MARKER, PAINTED WHITE, W/
N BLACK LETTERS "S.S." BOTH SIDES.
I
M. J. i FLG.
WELDED BOSS
42' if D.1. P
w
Z
0
s
SIDE SEWER CONNECTION
ur
DETAIL o �'
NO SCALE
NOTE: a ?
THE WELDED BOSS FOR 9" FLG. SHALL BE
SHOP WELDED BY THE PIPE MFR. (TYP 1
PLACE -SEE DWG Cl) 127304
R.W.B. i " m T R O Mm I c l paU tIj of MNtropol l tan 5'oot�t to NOV 1991
D.W.G. NOTED
I
W/ M 54 -91
CEDAR RIVER TRUNK RELOCATION ILE We
PHASE I Y 75
TRENCH AND CASING !CARRIER PIPE
G3
SECTIONS AND DETAILS OF 3 4
A .• - A c A A
A 9 V V [ r v
5
4
i
J
Lu
MOB
U
r
FOM !!• 2234 •
n c n E c
arCL. B ASPH. CONC.
PAVT OR MATCH
v EXIST. PAVT, WHICH- z
w -EVER IS GREATER. W
H 4 "ASPH. TREATED ~
Cal BASE. W
�r EXIST. CURB is
N j OR SAW CUT. �'
TACK
a COAT
• ° ° ° 1'_ 0 ° ' : •
CL C1 SUBSEQUENT CL_ 81 SUBSEQUENT B. F.
. r SIDE SLOPES '
' CONTRACTORS
• • OPTION,
• f
• • 8 MIL POLYETHYLENE--,,,,,,,
r ENCASEMENT (TYP
e -0 MIN. . BOTH SECTIONS)
VERTICAL _
TRENCH • :° • -r•
FILTER FABRIC �'• -
WHERE REQ'D. _ CL. Al BEDDING AND = -
CL. B1 INITIAL B.F. (TYP) ='
BEDDING (TYP) DDING (TYP) -� ' •
�. ,.
O.D. + 2' -0 MIN. 2eC VEREXCAVATION WHERE
1.5 x I.D. + 2' -0 MAX. REUD (SEE PROFILE)
(TYP BOTH SECTIONS)
SEMI - CONFINED VERTICAL
KVIStaa
TRENCH SECTIONS
NO SCALE
rn I DATE
S" CL. 8 ASPA. CONC.
PAVT
4' ASPH. TREATED
BASE.
. 77! - _ II THREADED EXTERNAL GROUT
60�� CASING PIPE NIPPLES P 120° ALT.,
TOP
W/ MIN. �c/�•' WALL ' 8i BOTTOM (a7 5� -0
THICKNESS. C /C.GROUT ALL VOIDS.
FILL ANNULAR
SPACE W/ GROUT . '
i
TRENCH I
SUPPORT
SYSTEM,
OS RFdn
t _ 1 PIPE LENGTH
,_ ..
600 0 CASING 42" 0 D.I.P. 60 "Q) 1- s END OF CASING
P I P E CASING
42'0 D.I.P.
:w 0 W
• .n.:• - ._ - --`1 ego -_- .:
42" D.1. P _ •
CARRIER PIPE.' a -
i m i
8 MIN. • . ° .
•
�— CREOSOTED,
GREASED TIMBER
SKIDS.
JACKED OR AUGERED CASING SECTION
77
TOE PENETRATION NO SCALE
AS REQb TO SUIT
GROUND CONDITIONS.
�rt,
•I►OM,� 1
/6�,�,
lk
STYLE 38
DRESSER
COUPLING,
OR EQUAL.
��tt S- K�fti
f2
��iP�.'•�C/S1FPE�' ��
3 -A 4 HOOPS
n , .
3-* 4 u
_ 14EV
120 E
SECTION
C A S I N TO TRENCH TRANSITION
DETAIL A
COAT W/ COAL NO SCALE
TAR EPDXY
4200
D. I. P, PE. it PE.
PIPE CLOSURE DETAIL
NO SCALE
Fn� S BUILT"
AC T Ift
0 0 .04
z 0 0
PIPE
BEDDING
NOTES
1. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS IMMEDIATELY
FOLLOWING BACKFILL COMPACTION, PLACE A 4" LIFT OF COM-
- PACTED IV, MINUS CRUSHED ROCK AND 3" OF COLD MIX ASPH-
ALTIC CONCRETE. AFTER 10 DAYS, REMOVE TEMPORARY PATCH
AND PATCH AS SHOWN ON TRENCH SECTION.
2. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE, COMPACT
AND SHAPE STREET TO DRAIN AND PLACE A FINAL STREET SUR-
- FACING OF 4 "ATB AND 3 "OF CLASS "B" ASPHALTIC CONCRETE.
PLUG OR CAP
PROVIDE TREATED CEDAR 2'x 4
'~ MARKER, PAINTED WHITE, W/
N BLACK LETTERS "S.S." BOTH SIDES.
I
M. J. i FLG.
WELDED BOSS
42' if D.1. P
w
Z
0
s
SIDE SEWER CONNECTION
ur
DETAIL o �'
NO SCALE
NOTE: a ?
THE WELDED BOSS FOR 9" FLG. SHALL BE
SHOP WELDED BY THE PIPE MFR. (TYP 1
PLACE -SEE DWG Cl) 127304
R.W.B. i " m T R O Mm I c l paU tIj of MNtropol l tan 5'oot�t to NOV 1991
D.W.G. NOTED
I
W/ M 54 -91
CEDAR RIVER TRUNK RELOCATION ILE We
PHASE I Y 75
TRENCH AND CASING !CARRIER PIPE
G3
SECTIONS AND DETAILS OF 3 4
A .• - A c A A
A 9 V V [ r v
5
4
i
5
4
3
z
A a C D E F G H
� x
W W W
v►� � I �
x II
PROPOSED 5rA G/ h `II „ v V �►
ARE SOr fool
J x II
I = �
1 x ti
�? 1 � c 1b I PARKrNG
I � a
x OS 1 0
Z 1 63%/3 0 h
I d1i
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ELEVATION 0� ' OR 100 D,
EQUALS MEAN SEA LEVEL,1929 BRO KUF
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PROJECT REMOilE TOP ¢;1A1C1_UD 1M6
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NO TES:
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FILLED W1 GROUT— rSfE SPECSJ
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REMOVE AND SAL VA6E ME EXISTING
FIFA ME+COYER AND REUSE ON rMA5
PROJECT REMOilE TOP ¢;1A1C1_UD 1M6
CONE, AND F /LL, W1 P/r -RUN SAN0
AND GRA V/EL COMPACTED rO 90
MAX. DRY 0EA1517 -y. rI4 L TO MA rCH
EX 15r CRADE.
MANHOLE SHALL BEF /L LED AFiFk7
GRO117 /N6 EX/ST.42 "� RCP,
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"AS BUILT"'
Date WT :W
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MmIcIpaLItW of MotropoLitan Seattle
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