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DATE MARCH lQ966
SHT
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GENERAL DRAWINGS
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METROPDLITAN ENGINEERS
MUNICIPALITY OF
METROPOLITAN
SEATTLE
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VICINITY MAPS, INDEX
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62
GENERAL NOTES AND SYMBOLS -MISC DETAILS
16
l
3
G3
SANITARY SEWER MANHOLES
W O
l
4
64
GRATINGS- FRAMES AND COVERS
Q 2
5
05
TYPICAL TUNNEL SECTIONS
R
J
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SCHEDULE I- KENNYDALE TUNNEL
1
-
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✓
(SECTION 3 EASTSIDE INTERCEPTOR)
m
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5
10/
PLAN AND PROFILE
g ERTON
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/02
PLAN AND PROFILE -RCP SOUTH PORTION
q
0
4�
B
103
NORTH END PLAN
1
V
-
SCHEDULE 2- HAZELWOOD TUNNEL
r
(SECTIONS 5,6.&7 EASTSIDE INTERCEPTOR)
w
9
20I
PLAN AND PROFILE
1
/0
202
PLAN AND PROFILE -RCP, RIPLEY LANE PORTION
d sE
/1
203'
COAL CREEK SITE PLAN
Q
rs
PD
v
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SCHEDULE 3-SUNSET TUNNEL
vl
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(SECTION 8 EASTSIDE INTERCEPTOR)
PLAN AND PROFILE
/
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-
auvmA4
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13
14
3
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NORTH PORTAL AREA
TRANSIT /ON STRUCTURES CREEK CROSSING
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REVISION Of ONSTRM StRL FOR EMEKCY DIVERSION
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SCHEDULE 4
RINT TUNNEL
(SECTION 10 EASTSIDE INTERCEPTOR)
EASTSIDE
15
401
PLAN AND PROF /LE
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902
SOUTH PORTAL AREA
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AS CONSTRUCTED
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DATE MARCH lQ966
- - - - - -rowu dc,ry eauuaww/ES
1962 1.1ICA1
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METROPDLITAN ENGINEERS
MUNICIPALITY OF
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LOCATION AND
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GENERAL STRUCTURAL NOTES SYMBOLS
GENERAL WORK TO BE DONE _ R c i.Ewa rN- ro_ sulT ruuuEt
- --
G/ SCOPE. THE NOTES AND DETAILS ON TH1S SHEET ARE GENERAL AND APPLY TO THE ENT /RE PROJECT irO" R C , SEWER. SIZE iii MATE RI AL �
ID
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EXCEPT WHERE THERE ARE SPECIFIC /ND /CAT IONS TO THE CONTRARY, V G 2
a.—_M. H. 2 MANHOL E' DESIGNATION B STATIONING
G2 APPL /CABLE SPECIFICATIONS AND CODES. CONSTRUCTION SHALL BE /N ACCORDANCE W/TH THE STAR 8 f 20.6
,.
LATEST EDITION OF THE UN /FORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE
FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE. S TA. //O # 40 \ EF
_ S TA. 112+43 CONCRETE ENCASEMENT OR ENCASE
- - ... - -- MEN PIPE A STATIONING F ��
63 AL ERNATIVE DES /GNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PR/- - - - - - - — - - -- - - - _ -
OR /TY DES /GN; HOWEVER, ALTERNATIVE SYSTEMS AND DETA /LS MAY BE USED IF THE CONTRACTOR N. /94 000. 00 COORD/NQTES B BEARINGS ARE BASED ON U. S. - � B,4R X B,�R Y
E. 1660, 000.00 DEPARTMENT OF COMMERCE, COAST 8 GEODETIC
SUBMITS PLANS WITH SUBSTANT/AT/NG CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY
� �
SURVEY LAMBERT GRID. c i \ ;
THE ENGINEER N. 60000"00"E-. I ' _
- -- ► - -- - - -- --- - - --- -- -BAP 2
G4 CONSTRUCT /ON LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE EXISTING WORK
COMPLETED STRUCTURES; DURING CONSTRUCT /ON, THE STRUCTURES SHALL BE PROTECTED BY « 7rP /C•4L FLE,�'I6LE
I2 3 SANITARY SEWER 8 SIZE �
BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCT /ON LOADS MAY OCCUR. S Jr. SE£,oi G3
G2 .
M A NHOL E
H SECTION �2
24i STORM DRAIN 8 SIZE
---
SD A - - DETAIL
VAR
o .INLET
- CONCRETE -
Q CATCH BASIN TYPICAL TUNNEL TO PIPE
Cl P /ABLE CODE. CONCRETE CONSTRUCT /ON SHALL CONFORM TD THE LATEST ED /T /ON AC/ «
TRANSITION STRUCTURE
BUILDING CODE (AC/ -318). W WATER LINE 8-SIZE
NL- FIRE HYDRANT
C2 RE- STL. OETA[k ALL DETAILING, FABR /CAT /ON AND ERECTION OF REINFORCING BARS, U ESS
OTHERW ISE NOTED, SHALL BE IN ACCORDANCE W/TH MANUAL OF STANDARD PRACTICE FOR ® WATER METER BOX
DETA ILING REINFORCED CONCRETE STRUCTURES ACI -3/5 LATEST EDITION. 4�_67 VALVE -° 4< ►�37K / N TR SSES. 2 - - [ o,4DIIv'G d� DCk' _ .LOADING C3 SG S E I _ /B �1. IV�9. GdSK£T
GAS LINE 9 SIZE —
TR SS AT 2 DAYS ' — -- — — — — — - _ � L ���;�. A. CONCRE TE, 3, 000 PSI ULT /MATE COMPRESS/ VE S E 8 r �% A 8 �a /5 " �iC B. REINFORCING STEEL TENSION DUE TO FLEXURE, IN TER MEDIATE GRADE - 20, 000 P S/ T TEL E P H O N E C O N D U / T � H o ° `\
— -—
C 4 CONCRTE COVER. CONCRETE COVER FOR REINFORCING. BARS SHALL BE AS FOLLOWS W/ TH E ELECTRICAL CONDUIT
E I ', iJ'
MINIMUM COVER OF ONE BAR D/A ME T£R. TYPE 6 H
• U. P. UTIL / TY POL E (TEL EPHONE OR _ _ �; _ _ _ _ — ��`' wSrP
A. CONCRETE CAST AGAINST GROUND - 3" E L E C T R I C A L)
B. CONCRETE TO BE' IN CONTACT WITH SEWAGE -2 112'' ,
C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL -2" +--� GUY WIRE •S41P.0 0 f T _15L :ICE- l
D. CONCRETE TO BE IN CONTACT W /TH GROUND, WEATHER, OR CLEAN WATER. 2D '- /8 « lf 24 N CULVERT - LENGTH, NUMBER , S/Z E AND BLO�II ' _ •
(/J AT BARS GREATER THAN 'r5 -2 " C. M. P. A. � MATERIAL (HEADWALLS IF JOINT SHEAR TEST �
(?.� AT BARS "5 OR LESS - / //2 "' �_ : _ _ _ _ _ _ _. APPLICABLE) � '�S na /B'" F'•�'4J. 2" COAT
. "NO SCALE ' ' 411,45,tnAL7 /74YE"I_D
C5 DOWELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS CURB AND GU T T E R
ro FU rt'_1R, c�o //w�
WITH WHICH THEY ARE LAPPED. CO NCRETE PAVEMENT M -LOAD PIPES / \�— .� PL {� - Is ROOF11
- .-•--�
r ,
00LD,4POL 1E0 .4SOP• 4LT
C6 BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH zzz EDGE- OF PAVEMENT(ASPHALrIC)
OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER,
BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORANCE WITH THE DETAILS FOR RE -STL - - - -- -- - - - -- -- - EDGE OF TRAVELED WAY(UNSURFACED
SPLICE AND WITH SPECIFICATIONS.
RAILROAD - SINGLE TRACK
CT STANDARD HOOKS BARS ENDING IN RIGHT ANGLE BENDS OR HOOD'S SNa r ! Ct' iwo WV TO TK£ � 1 1 t 1 f 1 1 R A / L R O A D - DOUBLE TRACK
REOU/REMEN TS OF A C / FOR HOOKS
_x _x FENCE -WIRE
C8 CHAMFERS, EXCEPT AS OTHERWISE REOU /RED, EXPOSED CONCRETE CORNERS AND EDGES SHALL
GAG/!, l✓;:_ .:::.,�EW,S
DETAIL B
VAR
TYPICAL TUNNEL TERMINAL
NAVE 3/4" CHAMFERS- RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS
EVERGREEN TREE
C9 CONSTRUCTION JOINTS. LOCATION OF ALL CON57RUCT/ON JOINTS SHALL HAVE THE APPROVAL OF F
THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED /N THE E B60 SOIL BORING & DES /GNAT /ON wOTES
}
CONSTRUCTION JOINTS. CONSTRUCTION JO /NTS SHALL BE AS DETAILED ON THE DRAWINGS. 413(e,) M/M. / iUNGGE 70 QETA /N C.4S�f'ETON THREE
0 ROCK - -
�ofy
S�oFS �` G,�'GtwE TD BEA.P ow Gil s /�Er
�frEN �oiNT /s c�NsU�l�t�I,4 rEO,
M -LOAD RCP DESIGN ASSUMPTIONS RIVER OR GREEN
rti M rA `� p� o GA_S�f'ET /01l'E556IRF -1'117 l AXI V. TD .50 %
I. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN /N ACCORDANCE WITH A C- / CODE B SUR VE )' MONUMENT OR PERMANENT BENCH 4NtiL/LA�f'S AGE -� MqX ,G1�9,�'OFD"P /G /rt/AL ST.P£T�.HED AREA
AO FACTOR. K = 1.8 'IN � _ . 2 S�ALLEP /L'. PIPE MAYXEBELL �SPICOT.
2. LOAD N / C NOT CONTRACT 3, TIVIC'�4'NE55 OF roNGUE O G7 ,q- 9al/E' MAY
3.* + M DENOTES TENSION ON INS /DE FACE. ✓''EE,VCTE I - -- ,��i ± %(�j,Z' /1/U,S mpv BY S %, RV01I0EO 7HE.5c/M OF
4. f N DENOTES AXIAL COMPRESSION. - - - PROPERTY LINE `, .�'t t v L,4� SFACf
- - THE" /�f' TH /C'KNS?�f SHALL BE /00/ (t)
— R/NUS r1E,4V1Vl/L A,F SPACE.
5- f'c = 4000 PSI MIN 8 6000 P51 MAX. - � ANGLE POINT OR- HUB ♦_- A /NS /DE fACEDf PIPE 4. COVrPACTO,P SHALL SUBM /r DETAILS
6.. /y 40,000 PS/ r I F"ZL,'A16,Qr .,'CWNT REiVC, /�"
UI/Hc /V A,: E EX�EEO� �' ?/ itj� /,Y. - �A,I/NULAR Sf'�4CE OF .lO,�/VT fOP Af'P�7!%91.
1
7." STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR,
TYPICAL RCP JOINT
B- EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 60 INCH ID AND LARGER
9. _ CROWN OF PIPE SHALL HAVE- SAME AMOUNT OF REINFORCEMENT AS THE INVERT. t
:1 ,gyp H A (��
IO, C/RCUMFERENT /AL STEEL SHALL HAVE ONE /NCH MINIMUM COVER. C
�� G cti
F -• STEEL A.RE USED d USED IN DESIGN COMPUTATIONS �P �l w �. r
//. IF TWO LAYERS OP MORE THAN ONE SIZE O RE ,
B THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.' n►r
SHALL - 104GAw o
12. A C MPUTED SY EO. A9 OF THE AC/ CODE, SHALL NOT EXCEED Pb AS COMPUTED CONSTRUCTED °-*� pt`c 01 F,°
Pn, S O y AS C
F
'HIS ED F 1STEa S7Ea
BY EO- A8 OF THE ACI CODE. ss /0 �av ��N E��'
� // 6 DRAWING REDUCED
/9 H SIZE
....DATE , TO HALF F � AL
DRAWING NUMBER
�1fsIC,FVfo G�� o ME T R 0 P 0 L I T A N ENGINEERS MUNICIPALITY O F METROPOLITAN 'S E T T L E FILER 202 R ENTON GENERAL NOTES a SYMBOLS G 2
�/CC BROWN ANO CALOWEL4, CAREY AND KRAMER
,� ) E.s ^' c /� /�� C� �/ �` C f /� (� SHEET NUMBER
DRAWN } : RFCCMME tvl)E l' �VF kOVED { GQl F: N O. S:C A L E S i J S,' M I V V. D E T M I L V ,/ DEC. 1962 ` 2 of 6 t a�cRU4E0 • +aFrOVE Co HECKr.D -44X. HILL ANA INGMAN R W BECK ANO ASSOCIATES f)rs,gn ny,n,-e, N,t rojoo -Nln _ u ,rrr 41 n E l ) ifOFIC't En(�,n(•e1 �1,,,1'�r J f. t�npprS �,11�ot Enq,nper 0.'elrp rtdt, tngYnee: fnr MPNp{XN�IOn Ene,r', s!'. Fnf Mu u:ipU;Yty of wifoDO "ol'le SATE -
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TYPE
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DETAIL B
VAR
TYPICAL TUNNEL TERMINAL
NAVE 3/4" CHAMFERS- RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS
EVERGREEN TREE
C9 CONSTRUCTION JOINTS. LOCATION OF ALL CON57RUCT/ON JOINTS SHALL HAVE THE APPROVAL OF F
THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED /N THE E B60 SOIL BORING & DES /GNAT /ON wOTES
}
CONSTRUCTION JOINTS. CONSTRUCTION JO /NTS SHALL BE AS DETAILED ON THE DRAWINGS. 413(e,) M/M. / iUNGGE 70 QETA /N C.4S�f'ETON THREE
0 ROCK - -
�ofy
S�oFS �` G,�'GtwE TD BEA.P ow Gil s /�Er
�frEN �oiNT /s c�NsU�l�t�I,4 rEO,
M -LOAD RCP DESIGN ASSUMPTIONS RIVER OR GREEN
rti M rA `� p� o GA_S�f'ET /01l'E556IRF -1'117 l AXI V. TD .50 %
I. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN /N ACCORDANCE WITH A C- / CODE B SUR VE )' MONUMENT OR PERMANENT BENCH 4NtiL/LA�f'S AGE -� MqX ,G1�9,�'OFD"P /G /rt/AL ST.P£T�.HED AREA
AO FACTOR. K = 1.8 'IN � _ . 2 S�ALLEP /L'. PIPE MAYXEBELL �SPICOT.
2. LOAD N / C NOT CONTRACT 3, TIVIC'�4'NE55 OF roNGUE O G7 ,q- 9al/E' MAY
3.* + M DENOTES TENSION ON INS /DE FACE. ✓''EE,VCTE I - -- ,��i ± %(�j,Z' /1/U,S mpv BY S %, RV01I0EO 7HE.5c/M OF
4. f N DENOTES AXIAL COMPRESSION. - - - PROPERTY LINE `, .�'t t v L,4� SFACf
- - THE" /�f' TH /C'KNS?�f SHALL BE /00/ (t)
— R/NUS r1E,4V1Vl/L A,F SPACE.
5- f'c = 4000 PSI MIN 8 6000 P51 MAX. - � ANGLE POINT OR- HUB ♦_- A /NS /DE fACEDf PIPE 4. COVrPACTO,P SHALL SUBM /r DETAILS
6.. /y 40,000 PS/ r I F"ZL,'A16,Qr .,'CWNT REiVC, /�"
UI/Hc /V A,: E EX�EEO� �' ?/ itj� /,Y. - �A,I/NULAR Sf'�4CE OF .lO,�/VT fOP Af'P�7!%91.
1
7." STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR,
TYPICAL RCP JOINT
B- EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 60 INCH ID AND LARGER
9. _ CROWN OF PIPE SHALL HAVE- SAME AMOUNT OF REINFORCEMENT AS THE INVERT. t
:1 ,gyp H A (��
IO, C/RCUMFERENT /AL STEEL SHALL HAVE ONE /NCH MINIMUM COVER. C
�� G cti
F -• STEEL A.RE USED d USED IN DESIGN COMPUTATIONS �P �l w �. r
//. IF TWO LAYERS OP MORE THAN ONE SIZE O RE ,
B THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.' n►r
SHALL - 104GAw o
12. A C MPUTED SY EO. A9 OF THE AC/ CODE, SHALL NOT EXCEED Pb AS COMPUTED CONSTRUCTED °-*� pt`c 01 F,°
Pn, S O y AS C
F
'HIS ED F 1STEa S7Ea
BY EO- A8 OF THE ACI CODE. ss /0 �av ��N E��'
� // 6 DRAWING REDUCED
/9 H SIZE
....DATE , TO HALF F � AL
DRAWING NUMBER
�1fsIC,FVfo G�� o ME T R 0 P 0 L I T A N ENGINEERS MUNICIPALITY O F METROPOLITAN 'S E T T L E FILER 202 R ENTON GENERAL NOTES a SYMBOLS G 2
�/CC BROWN ANO CALOWEL4, CAREY AND KRAMER
,� ) E.s ^' c /� /�� C� �/ �` C f /� (� SHEET NUMBER
DRAWN } : RFCCMME tvl)E l' �VF kOVED { GQl F: N O. S:C A L E S i J S,' M I V V. D E T M I L V ,/ DEC. 1962 ` 2 of 6 t a�cRU4E0 • +aFrOVE Co HECKr.D -44X. HILL ANA INGMAN R W BECK ANO ASSOCIATES f)rs,gn ny,n,-e, N,t rojoo -Nln _ u ,rrr 41 n E l ) ifOFIC't En(�,n(•e1 �1,,,1'�r J f. t�npprS �,11�ot Enq,nper 0.'elrp rtdt, tngYnee: fnr MPNp{XN�IOn Ene,r', s!'. Fnf Mu u:ipU;Yty of wifoDO "ol'le SATE -
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�ET,eo. srD. DIMENSIONS & REINFORCING STEEL FOR''. STANDARD TYPE C MANHO E�Sr .,.; .
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a � CONC. DIMENSIONS REINFORCING BARS
w o W U_ T;IOTTOM SL' WII Iou,SIDE WALLIt it us" to SAAB «R11 to v flyN �•Z►1
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. CO�(/C.,QOJUST /�t/G ;' <<:;:•:' _I TYP/C,4L LATE�P,4L - 31' -50' 6 =9 71 -10 1511 '9 #6 61 -4 22 #5 7L5 3 #6 61 -4 4' -2 18 =6
f 1D" BLDC,C -S Y L CDrt/it/EerA91/ °0 6011 101 -30' 71 -0 7' 10 12" 9 #5 6'- 7 20 05 7- 5 4#5 6- T 41-6
Ia- R q ,PEfES'S 1 a :;:; 31 -50 7!v-0 8- 1 15 10 *6 fi- 7 2 4 #5 7- 8 4 6 6' 7 4'- 6 19 5
t� 2 _d D /A. %; �. PRECAST TO /j W, :: I I 1 . �I 1 1 1 1 p # 1 # 1 1
STD, 4 -O D/A 63 10! -30' 7� 3 81 -1 12" 9 5 6! 10 22 #5 T 8 4 #5 6� �0 4 -10
w
" ol(/C. P,QEC.9ST ✓O /NT ;� I • I_
o • : —' -- -- - _ 31 -50 7 -3 8 -4 IS 106 6 -10 24 5 7' 11 4 6 6 -10 4 -10 20 -4 '
ECT/O,U �'. I L .. ,�- / h v SHALLO`Y TYPE Z 0, 0/, ,
. •I' r• / O S I 11 1 1 1 11 1 1
1pfrni' `[ 66 10 -30 7 -6 8'4 12 10 #5 7 -I 22 #5 7 -II 5 #5 7'- I 5� 3 21 -3
31' -50' 7� 6 8' -7 1511 11 #6 7' -1 26 *5 8'- 2 5 #6 7 1 5'- 3 21'-3
o tt I a QQ I - ,4CCEPT.4BLE c
.Y .,::.V: X11;. arJ '..1{. {dKi:`ii1.1:.�.`.•(/t �° V I /
y; ✓O /�C/T � � � 69" 10 30' 7'- 9 8' -T t2" 10 #5 7' 4 2405 8'- 2 505 7'- 4 51 -7 22' -2
a" "�`' 31 =50' 7' -9 8' -10 15" tl #6 71 4 26 #5 8' -5 546 7' -4 51 -7 22 -2
hw h p
(� Q at O , o?' 72" 10' -30 8' 0 8'10 1211 10 *5 7' -7 24 05 8' -5 6 «5 ' 7' -7 51 -11 _ 231 -I .
BASE — SECTION v'v .� � - - 1 ( 11 U 11 11 1 * 1 1 1 1
•` Q O^ _ 6 -O D /t1 31,-50 8!- 0 9 -I 12 14 15 8 12 #6 4 -II 7 -7 28#5 4 -II 10 4 8 -8 6 6 4'- II 7 -7 5 -II 3 -I 23 -I
-
��w �j� 78" 10' -30' 8L 8 9' -7 13" 1511 1411 1211 10 #5 5' -7 SL 3 30 #5 5� 7 i24 9` -2 6 #5 5' -7 8' -3 7� 3 31 -8 24' -il
10 h �( r1�lO,PT4,2 - - -- ( 31' -50' 8' -8 9 8 1511 12 #6 604 8'- 3 3C #5 9'- 3 6 *6 8'- 3 71- 3 4115 24' -1 I
:.: ( 4" 1005 704 81- 9 3205 9'- 8 705 8 9 7 L I 1 65 26'-9
h W 84 10 -30 9 -2 Id -I I I
N W Q OJt TOP H14Lf Of p /PE TOBE SHELF SLOPE / " /�t/ /Z~ 31' -50 9� 2 10' 2 13" 1511 15" 12 #6 81- 9 32 *5 9`- 9 706
8' -9 3'- 8 26� 9
1 1-
GJ � 9 ,PE�yJDI�EO TO CD�(/TDU.P OF I I •
TYti° /C.4L Z,471-WW '` !' 9011 10' -30' 9L10 I0' 9 14" 16" 14" 10 *5 9' -5 26 #6 10 -4 7 #5 9� 5 3 -10 281 7
pt ( �l10,PTA2 - - - — -- - /�t/S /DE OFT/ BPD, �C/ I ► n ..� , — \ y 1 1 1 11 * # 1 28 -7
� p -• fL�YEJ'T08Ei°LAS,rE,2£D �" .�� " a, COrUi(/EC, /Orti / �� Dj . '�I - o -" / � �i , ! ,L• v �,,• 31 -50 9 -10 10 -10 15 12 6 9 - 5 26 6 10- 5 7 6 9 -5 .,
- - - -- h p i. _ / I {0 11 1 Ip!4 111 -3 1411 II *5 9L11 28 #6 10 -10 $ #5 9 -11 30� 5
SLOPE SLOTH lY /TfI rll02T,42. pc I. 01 I 96 10 30
4L f4ellezL r I I `' : -'1 0 . I • �;�- 31' -50' 10'4 1 If- 4 14" 16" 15 1306 91 11 28 *6 10= I I 7 #6 9'- I i 30 -5
..._ , - ., /i' //YN/70LES - - 'C / I - J • \, o:l : i - 1' /:, I• ° I - -11 1 1 1 1 11 11 11 1 t� # ' 32' -3
1 I -- 1 , " •j I a �P; o I 1= I 102 10 -30 11 -0 11 -10 15 17 14 11 #5 10 -7 32 6 11'- 5 10 4 10-7
31 -50 11-0 it -II 15 14 *6 7 #4 10 -7 32 #6 12 #4 11 -6 8 6 10 =7 3' -10 32' -3
1 1 1 1 1 11
P,E'ECAS'CO�VC' # 1
`v := I I o \ '- 1 B.4SE(OCT /.��(/.4L� Il Qj` 1' 0 % o I 108 101 -30 11!- 6 12!4 11 14�� 1205 5#5 11 �- I 36 #6 14 4 1 I (I I) # 4 l i 1 3'- I I 34'- i
31 -50 II -6 12 -5 15 17 IS 14 #6 I I I 36#6
12 -0 9 6 it
" - ( :; e - ' I '._ •1 1. 1!- 11 1 1- 1 1 11 11 11 1 4'- 1 37' 9
p� :I I . :� `�; I I :� p ,� '•I, V I D . o .�. ti 120 10 =30 12 -8 13 -6 16 18 14 13 #5 12 -3 42 #6 13'- 1 12 #4 12 -3
T' h i� �'.l I P�::. r 31' -50' 121 -8 13� 7 16" 1811 IS" 15 #6 5 #5 12' -3 42 #6 14 #4 13' -2 I I *6 12 -3
- _l- ,4: Cf/' BLEF EX /BLE I . 4'- 1 37 -9
t . L,._ -_ _,✓._ °', T J •, ✓D /�t/T i'O,P r0,.!/EC7 /O,t/ : - I L - - - - _ _ J - -
a
`., , ,�.. "; 1 " - ' - :;_ •4 11 1 1 , , 11 11 11 4'- 2 41 - 5
'� I� OF,4ZZ fE�S A0.0,9' �."�k; ° o , .=o. , ,1N.1. 132 10 30 1310 14 -8 17 19 14 16 #5 6 #5 13' -5 50 #6 16 #4 14' -3 13 #4 13 =5
.Z' "1.iP.L :`f •'l, 1 ;`r .7 :i: Q':'D.1''tw:: Z .. �'. - 1 ( 1 1 11 11 11 1 1
41' -5
t �� ""' ° ' ''•'`� •' ' ° '' ` ~' - ' ''- 31 -50 13-10 14 -9 I7 19 IS 16 #6 13 -5 50 #6 14 -4 12 #6 13' S 41-2
7'- /O I 144" 10' -30' 15� 0 16-10 1811 20 14" 15 #6 14' -7 4007 15 5 14 #4 14 -7 41- 3 45'- I
I -- - - -'- ..I �.. - -- - - -' — ------ - - - - -- - - -- — - ---• -� ( 1 1 1 11 11 11 11 # # #7 7 16 4 15' 6 13 #6 5' -7 4 #5 14L 7 2 #5 7� 1I 2 #5 41 -3 6 #5 46 -1
t 7 6 5 14 7 40 5
'f BASE -PLAN /2QECA sT COA/C . i 31 50 15 0 15 II 18 20 15 12 17 6 5
BASE (oPr10/VAL.} -
STANDARD TYPE A PRECAST MANHOLE TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE'
8" TO 21 (INCLUSIVE) DETAIL 24" TO 48" (INCLUSIVE)
1b8E, FW WH.
TYPE A, fY /T.S'OdT BASE
_ 11 SPA: W, Z&,0 or//,//
- ryPE
_ f /�(/ /Sy 68,40E SEC1 /Oil/ I0 Q. 8 �rU r- 2 "e ,/ i ., •• ,.
fill
.9CcEPT.4BL- E
CL, h 6,POOYE Fe 4B ",
/W// A WXU OF lH ,P -4JT — — — �• - - - -/- - /
— - — �— - — —
,.
�
45 ,
— P /.oE 4lO,Q7.O,PEO /.UiO FZ1,P.4L1 Tl'Pf.4 rBAfH' 1 _ - -.: pt ,k
BELLS i!l•4Y BE COST /�t/ -
� FLEX /BLf "VT- -..� :' - . �Q � <., 1 ,
SEE
OF A4 .WW S /ZED ./aA/T - fi - .. _ .. _- - - '
G3.
'_j G 3
r / tai STEit/fD s ;~
a
PLACE ,4PP,QOYEO OLUG 2 4 r3 /YwF. I
._ ,Pl/BBE,P G�1S�ET TO ,SLEEVE.4T PL.4.VT - ---- -- - -- - - - - . � J
_ FD.P FUTU,PE P /PE I .. _ - -� - - --
T - -• -- i - -'-- -- - -- G'E�S- lE.1/TrfIO,OT.9� _ T
1_ _ _ ' yEi4,IP,S
SP.P /�t/G L /it/E Z "TH /C�' - T - - �. _i e� f�l_ .4CE0 /.(/F /ELD
L_: - -_- R
o
/,j s BATH /C,� SLAB j - �,,,� ,•}'`'�' _.v.
%!/.PE /iVF. f'L.4CE0 Z"
?
,�..'. o- CL,POFBoTro�L/FACE TYPICAL FLEXIBLE JOINT �;, v. - - -- _T " ► . ,x..`::'1 r`�, :, :5: q' -..,
PIPE AT MANHOLES :. Y B.o
-POU,P CO�!/G TO 7 2 TO 48 3" "w "BA,PS 3" Z B.4D C /T,4BLE G ///ES� -I -- -
,2EQ ,P UrLJF. LE�t/ TH. �'QU,4L ,S'F.4CE.S
,6.H�,uL -0W --+._ -D� CO�LI!'ACTEDF /LL REDUCING SLAB 0.5x / =s /,wc� ,�L r � 3 PLEA N _q
COlif2 — - i •. • - •- _ �Q AL'fGl�t//JL G5(/D. 5 n A C E R 5 Lrl 4C'ES -_ T ,
I �t/OTE.' `Yh'E,2E T B.4,PS EiC/
@ /s "% 4' -0 STANDARD TYPE C MANHOLE _
C,POit�it/ ELE!/S. C,POAC/5� D.(/ ✓T xz19fe E, BEND
N Dow.v,4s /,vviCATEO.voo 54�� TO 144" (INCLUSIVE) SECTION
TO BE EQUAL -- 6 rYl /N. C04E,2 �, ,
I - 8 Th' /C� L E�t/GT/� .4S ,PEA O Ty /,S G 3
PLACED 2
SECTION 3 .vorE,.oLSO ,4���iES To .
- -� m G r
; :4 D, 0)0 P1,0111G TD BE 5,411E CL.P. OFBOTTO�f,4CE
"- S /ZE;9S /�t/TE,PCEPTED V ji
! ,
/1/0 / T z s
EL 11ff1it/,4TE Z x 4 P,2EC.Q.ST CONE 4eel - 10it/ 0& 7YPE,4 E B /1'lrWIKOZES
• • - - - . M A • w w n
I I - A 2 6 6 8 8 B ell, ; -, LESS TyA,I/ / /'DEED TD C,?O/Y.V OF sEI�YE,2. BEF0,2E ,PEDUC /�(/G 7FOOT ,
ti - K DEPTH 01c 4f 6 �C /4e4'&"�P A4�f/ HOLE S6CT /GA1_V,
P /PE m0,PT,42E0 IA170' �+
J I ' ° �: - Z 1'TYP. f0,2 .SUPt'0,2T /it/Ci SID ✓l /ST /it/G' BL OC.C�S, �04 V Alto
P,2CrXX r &Vr /C4W SECT_11 � ,S .S�4 L. 0AIFORM roasrM DE51(YlQrio,� AS CONSTRICTED Pei of w S �y� ��0 cj WA4,0 �
B 8,4,25 ip �Bs�,Ps'
sy - - �1` H�2�F�
C 76 ov 0.74,47 102 .DA WA feW //, / 916 6 `
STANDARD DROP CONNECTION - -
T
v�,�.z., THIS DRAWING REDUCED
L ; FS+�, /c1S T 1k (I Fc�S T r lik
1 , tr �� �� n ANAL EN ANAL EN
r�Nci,s PJC rr /C,�,� ,E'T,4 /L.
72 TO 24 REDUCING SLAB 4$ TO 4 RE'DUCt�IG SLAB �� TO HALF SIZE ►
DRAWiN MHER
1DE91e*6— METROPOLITAN ENGINEERS MUNICIPALITY Of M E T R 0 P 0 L I TA N S E TTLE �o FIt.E __.R - -2 0 2 -_� R E N "TON G 3,
X,C- BROWN AND cA�DwE�� cAREY AND KRAMER SYSTEM SANITARY SEWER MANHOLES SHEET N�I>M8EFRt'
#RAWN SUBMITTED _ — —_ RECOMMENDED `�,S! %�" — 4PPROVED_ r - -APPROVE L) -- -- APPROVE _ AS SHOWN' DEC 1.7vL 3 16
HILL AND INGMAN R w- BECK AND ASSOCIATES -- ""
CHECKED-`— Design Engineer Metropol,ron Engineers Project Engineer - troporton E ng ne.ers Chief Engineer Metropo on ngineers For Metropoliton Engineers For Municipolity of Metropolitan Seottie DATE -- --- . OF' —
,i
>r
t
�l
t
3•,LETTE�PS
/ ef- G 4
oE _
o � URIo
D 177
0=s ER
�z%YEB 00 0 °0,1;5
O, 1
METRO STANDARD MANHOLE
FRAME AND COVER
SCALE: I1 /211 =11 -0
/--- / "0,0voz f, 3,PEQlD
PLAN
HOL
s
/B' ,B" / "0A�t/CfiDIP E
HOLE N Ot
J "�,4�VCHO,P
FO,P L,40DE�.
- CL E"ATS %B #h '/,! �2 "
moz- .4rTOP, axo" 4/DE
,4TB,45*Z- Z 2 "ZoA/G
TYPE -
EQ'D
`94 °,P /BS
UNDERSIDE OF STANDARD COVER
SCALE: 11/211= II -0
,
1771\1 F7ZL
/Ll.9,VUF,4CTUPEO
SU,tPFACE
' � _ •:• �� � ; �, , .. - _ / ~( /�t/ SEG�t?E�t/TS iYHE,PE C,4iL1
S ° Nr '\ ��� LOC,C'S ,9PE it/OT 1'L,9CED)
2 C40 L OeeX A er PL,4CI4
41Xe'1111E BOTH \
24`0/.4, '� \
STD. /VH F,PA1w
N
I
4
• 4
SECTION
G4
NO SCALE
�2 "0EV
P /A/ __
�--- .2'Z
SECTION ?--
G4
NO SCALE
Q
1012
�;'riOAIAL
22R STEE
Ric/
2,.o „
2'- 0 %4'
2' -2"
--- - - - - -- - -- —
M
N.
tu
J4 Q
2 Jr -O
METRO STANDARD STORM WATER
INLET FRAME ( TYPE I & Ii INLETS)
NO SCALE
/sg"
!'Z 1
�A4Y
MD
�1
h
\ @ Ia f l
`\ Elm
I . 1 /4
4 1Y,
2" " N,
ri
I
_L 1
FAF Y4
.l?"
v
v v7
f!4� Q
a
q s0
� r3
a �
\
METRO STANDARD STORM WATER INLET
CURB GRATING (TYPE I INLET ONLY)
SCALE : 0/2tf.= 11 -0
L— �2 "�'9,4,PS
METRO STANDARD STORM WATER INLET
VERTICAL GRATING (TYPE M INLET ONLY)
SCALE: 311= I1 -0
G4
X10 res
SECTION THROUGH STANDARD COVER /. CA,V-1XI6�f SH,4LL 9EC9S7 XTfEL A. S. TO DES /GrU.4T /O.V
SCALE: 311= 111-0 -4 -07, 6PADE 70 -36 D,P A10,0Z1Z" /�e0,V .4 S. T.4,l. 20-0#
DES /G�(/AT /O�(/,4 -.x.39 6;ewoE eo - qS -/O "
2. STEEL COiI.1ODit/E�(/TS Sh',4LL BE X re.11CT!/�P.4L G2.4DE
9 '116
,4 S. 17.-Al 4 - 7
3 F.4B,2/ CA X%4L L BE A1,4Cc'O,FD -
" A�t/CE A1171 /. S C ISPfC. ree,054B,Q /C4T /D,t/
HHOLE �4WE/�G Xo%fZ COWAOOW' O OYE T ,PD ST D CD! c �' E F D,Q4/E4 /DE
�
If 7 Z(/G f/,4it/OL E - A/ 96,& DhVG _ 0XISreele7 10A/ " rI MO�t / 4, IVO,Peel ~ - J '�
,PEQ'D 4„ 4,. 3//6 2 .4'EQ'D p Sy /P SOC/ETY SPECS;
AP /LL %6 /HOLES TYP. s/8~ S. ALL FAB,C� /C,4TED STEEL /TE�f1S Sh'•4LL BE6,4L1G4�(/ /ZED
FOR MMOS / — �D PE,2 AS.TW.. 0E,S 16i(G07/9Aol A METRO STANDARD STORM WATER
e,!)MRL E7E ,4S, rZA- 19Z Y ", SR/C,9T /D,v..
6. 6A' S, F. 41hQrS,f"z 9EUSE E cP INLET GRATING _ (TYPE I & II INLETS
D X E T Pl%ylT. F�P,4it,E )
SHALL BE 9 "111cl/ P,PES.r. FP,4,W- OWOI[L BE N 0 SCALE
P.2fSSL/QE TYPE. ,ALL CDl�E,QS SH,4LL BE ST,4.VDAC0
6 "QUBBEP Y j¢ TYPE AS Sh�Di1l/ x
J!4 �
T,4P ocOR -41g "EVE'PDUR
METRO STANDARD MANHOLE FRAME AND COVER
PRESSURE TYPE ,
0
1..__. METRbPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE
SIGNED - il_E R2 0 ?- RENT 0 N
DRAWN BROWN AND CALDWELL CAREY AND KRAMER I SYSTEM
HILL AND INGMAN R. BECK AND ASSOCIATES SUBMITTED f,� RECOMMENDFD - _(eV _ _ APPRDVEO -- -- C DEC
nc.r -L nPr ROvE D— APPROVE AS SHOWN
NECKED pe n En ineer - Merropohton n ineers Pro ect En ineer MetropoGtpn E veers �EV 1962
9 q i�i'I 1 9 g Grief f n Inee — -- - - - . _ _ - --
y Ve politon f nginecrs for Metropolitan Engineers For Mun,c,lpolity of Metropolitan Seottie SCALE DATE_
.3~
��B'x /if FB
J
Oc
�u
i � -- D /TCH /LJVE,PT
3 x %2 F. B.
PT/OX1,,4L .sPL /CE
�2" -
A.!/GLE
i
4- 4"
METRO STANDARD STORM WATER INLET
TOP GRATING (TYPE M INLET ONLY)
SCALE 4 3 /4 „=l1-0
1
I
AS CONSTRUCTED �K G. c \� t'+ CALO
OF W4S �' a pF WQy f
DAu ”' 10A RICH J� /_966 PQ`` j'��0�2 oP S S gyp, <r
O
ct
_ Z _
Z
-o
THIS DRAWING REDUCED Fs /ST ER F ,STEM
TO HALF SIZE s' °NAB ENS\ ss'oroAL
DRAWING NUMBER
GRATINGS - FRAMES AND COVERS G 4
SHEET NUMBER
OF
2� D"
s
Cr
/sg"
!'Z 1
�A4Y
MD
�1
h
\ @ Ia f l
`\ Elm
I . 1 /4
4 1Y,
2" " N,
ri
I
_L 1
FAF Y4
.l?"
v
v v7
f!4� Q
a
q s0
� r3
a �
\
METRO STANDARD STORM WATER INLET
CURB GRATING (TYPE I INLET ONLY)
SCALE : 0/2tf.= 11 -0
L— �2 "�'9,4,PS
METRO STANDARD STORM WATER INLET
VERTICAL GRATING (TYPE M INLET ONLY)
SCALE: 311= I1 -0
G4
X10 res
SECTION THROUGH STANDARD COVER /. CA,V-1XI6�f SH,4LL 9EC9S7 XTfEL A. S. TO DES /GrU.4T /O.V
SCALE: 311= 111-0 -4 -07, 6PADE 70 -36 D,P A10,0Z1Z" /�e0,V .4 S. T.4,l. 20-0#
DES /G�(/AT /O�(/,4 -.x.39 6;ewoE eo - qS -/O "
2. STEEL COiI.1ODit/E�(/TS Sh',4LL BE X re.11CT!/�P.4L G2.4DE
9 '116
,4 S. 17.-Al 4 - 7
3 F.4B,2/ CA X%4L L BE A1,4Cc'O,FD -
" A�t/CE A1171 /. S C ISPfC. ree,054B,Q /C4T /D,t/
HHOLE �4WE/�G Xo%fZ COWAOOW' O OYE T ,PD ST D CD! c �' E F D,Q4/E4 /DE
�
If 7 Z(/G f/,4it/OL E - A/ 96,& DhVG _ 0XISreele7 10A/ " rI MO�t / 4, IVO,Peel ~ - J '�
,PEQ'D 4„ 4,. 3//6 2 .4'EQ'D p Sy /P SOC/ETY SPECS;
AP /LL %6 /HOLES TYP. s/8~ S. ALL FAB,C� /C,4TED STEEL /TE�f1S Sh'•4LL BE6,4L1G4�(/ /ZED
FOR MMOS / — �D PE,2 AS.TW.. 0E,S 16i(G07/9Aol A METRO STANDARD STORM WATER
e,!)MRL E7E ,4S, rZA- 19Z Y ", SR/C,9T /D,v..
6. 6A' S, F. 41hQrS,f"z 9EUSE E cP INLET GRATING _ (TYPE I & II INLETS
D X E T Pl%ylT. F�P,4it,E )
SHALL BE 9 "111cl/ P,PES.r. FP,4,W- OWOI[L BE N 0 SCALE
P.2fSSL/QE TYPE. ,ALL CDl�E,QS SH,4LL BE ST,4.VDAC0
6 "QUBBEP Y j¢ TYPE AS Sh�Di1l/ x
J!4 �
T,4P ocOR -41g "EVE'PDUR
METRO STANDARD MANHOLE FRAME AND COVER
PRESSURE TYPE ,
0
1..__. METRbPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE
SIGNED - il_E R2 0 ?- RENT 0 N
DRAWN BROWN AND CALDWELL CAREY AND KRAMER I SYSTEM
HILL AND INGMAN R. BECK AND ASSOCIATES SUBMITTED f,� RECOMMENDFD - _(eV _ _ APPRDVEO -- -- C DEC
nc.r -L nPr ROvE D— APPROVE AS SHOWN
NECKED pe n En ineer - Merropohton n ineers Pro ect En ineer MetropoGtpn E veers �EV 1962
9 q i�i'I 1 9 g Grief f n Inee — -- - - - . _ _ - --
y Ve politon f nginecrs for Metropolitan Engineers For Mun,c,lpolity of Metropolitan Seottie SCALE DATE_
.3~
��B'x /if FB
J
Oc
�u
i � -- D /TCH /LJVE,PT
3 x %2 F. B.
PT/OX1,,4L .sPL /CE
�2" -
A.!/GLE
i
4- 4"
METRO STANDARD STORM WATER INLET
TOP GRATING (TYPE M INLET ONLY)
SCALE 4 3 /4 „=l1-0
1
I
AS CONSTRUCTED �K G. c \� t'+ CALO
OF W4S �' a pF WQy f
DAu ”' 10A RICH J� /_966 PQ`` j'��0�2 oP S S gyp, <r
O
ct
_ Z _
Z
-o
THIS DRAWING REDUCED Fs /ST ER F ,STEM
TO HALF SIZE s' °NAB ENS\ ss'oroAL
DRAWING NUMBER
GRATINGS - FRAMES AND COVERS G 4
SHEET NUMBER
OF
s
r11V UEL
!D
T`YoE I
TYPE Ir
LIVER e
RE -STL.
,L, /AIER A2
RE -STL.
72"
l/ GA.
"'6 na /d"
QUOTE" 3
041F
76"
3 6A.
'16 0 /B"
VOTE 3
A10A1E
90"
764,
060 15 "
A10 TE 3
410 le
96"
O GA•
''6 ta 16"
A10 TE 3
z/OAvE
DETAIL A
VAR
LINER PLATE WITH CAST —IN PLACE LINING
TUAXE"L
ID
TYPE I
TYPE I
STL. R IBS
RE-,M
STL . R /BS
RE -STL.
7E"
4177,09-'6
16 Qa /B"
"0rE 7
A/O�(!E
78"
4I 7.7' /0 3'-6
-16 e /8"
AJOTE 7
A10AIE
90"
4 17.77�a 3_ =0
"6 (M 15"
A10 TE 7
NOC/E
96"
4I 77'I3 =0
I "6
A10 TE 7
410A1E
4
6
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DETAIL rc""�
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5
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76''
4I 7.7 "na 3'- 6
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90 "
4I 7.7V 3.0
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A/OTE 7
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96"
4I77V 3.0
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6 B 200 3'- 6
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A/O TE 7
76"
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'01-.455 I
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90"
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96"
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DETAIL vAR
HORSESHOE WITH RCP LINER
.1O 0 P
12. SILL - Sill shall be provided at each rib set of a length and width as required.
13. 5PREADER - Steel spreader shall be provided as required.
14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place
�ning shall be #5
Wk/AIEG
/D
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20
y
ty -` Mtnftt1M 72- ", maximum 96 -Inch. See spcclflcaf aM IM 60 t .
9 2.
CAST -IN -PLACE LINING -Concrete shall be Type C with minimum of 6 -1/2 sacks of
7
cement per cubic yard and 28 -day ultimate strength, f c - 5,000 psi.
.3.
LINER PLATES - Liner plates shall be similar to those manufactured-by. Commercial
, 2 "
Shearing stamping Co. Except for minimum thickness specified for Type 1 section,
/Z''
liner plate e thickness shall be the Contractor's option subject to the requirements
'7 /O"
contained in the specifications.
4.
GROUT OUTLETS - A set of 4 outlets shall be provided at 4' -0 o/c maximum for grouting a
/O"
voids outside o liner plate or steel lagging.
� 5.
1
GROUT HOLES - Holes for grouting voids between concrete lining or concrete fill end
A10 TE 7
the tunnel support shall be spaced
at 10' o/c maximum with at least one hole between
e
each rib set.
16.
"A" LINE - No tunnel supports will -be permitted to pmject with in the 'A" Iine.
7.
STRUCTURAL STEEL RIBS - Except for minimum size specified for Type 1 section ,
size an spacing o ri s s all be the Contractors option subject to the requirements
1 16''
contained in the specifications.
rr 8.
STEEL LAGGING OR LINER PLATE - Type shall be the Contractor's option subject to
Joints be tight
Z10A.IE
e requirements contained in a specifications. shall sufficiently
to permit grouting of voids outside tunnel supports.
9.
PRECAST RCP - Pipe shall be ASTM C76, class as specified. Re -steel shall be two
circular cages.
0- 10.
CONCRETE FALL HOLES - Fill holes shall be formed or cored in RCP for filling voids
bee Nei een outside of RCP and tunnel supports.
11.
FILL CONCRETE ; Fill concrete shall be Type D concrete with 28 -dap ultimate strengfll
o si minimum
.1O 0 P
12. SILL - Sill shall be provided at each rib set of a length and width as required.
13. 5PREADER - Steel spreader shall be provided as required.
14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place
�ning shall be #5
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STEEL RIBS WITH -CAST—IN PLACE LINING STEEL RIBS WITH RCP LINER HORSESHOE WITH CAST —IN PLACE LINING T,. G �o � �o
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SHEET NUMBER
DRAWN /ACC BROWN AND CALDWELL CAREY AND KRAMER � J scnl_E NO SCALE SYSTEM �
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BUL!(NEADS S11,41- L BE MA1A1 TA1,(1ED /A1 Tf1E1R OR/G/A/AL CO3UD1 r1 oA/.
THE coAl TR4 croR M.4 V CL O,S'E 7,11E ROAD A/ORTft/ OF T1.1 1S PO/a/r TO PR /I��ITE
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DRAWING NUMBER
FILER 2 0� -� R E N TO N EASTSIDE INTERCEPTOR SECTION 3
DRAWN _�J/�— BROWN AND CALDWELL CAREY AND KRAMER scAl E I = 100 HORIZ. DEC Qom` SYSTEM PLAN AND PROFILE - KENNYDALE TUNNEL SHCEET NUMBER
HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED - RECOMMENDED APPROVED - APPROVED APPROV -- I r- 3� VER�. DATE -E 1962 v_OF I�
CHECKEDwY Design Engineer - Metropolitan Engineers Protect Engineer - Me ropohtan Engineers Chief Engineer - Metr oli n �nyineers For Metropolitan Engineers For Municipality of Metropolitan Seattle
7
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ACCESS 70 -J q SAX rEJ -. CO. .SHALL BE' MAWNTA/NED
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SHALL BE rREATED `Y/ ThH .SLOPED SU�PFACE TiPEATMEN T
AS pz_le SPECS.
5. ?' F rl?,4 9£ SPED L OC,11 TED %i/ 1' 0RA0` AREA A10 / S'A4A1_ L BE
REM0VjrD BY rYr COAJ rRAC TOR UPOA.1 COMPL E r /O/(1 OF TNF
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PR /OR TO COVS TRUC710AI
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MATE- .104 RCH //, 19BS a ;�
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DRAwN LYE BROWN AND CALDWEI.L CAREY AND KRAMER / J scALE I =5O HORIZ. SHEET NUMBER
HILL AND I CALL R.W. BECK AND ASSOCIATES SUBMITTED �"' RECOMMENDED APPROVED APPROVED APPROVE nC 'Q�+ SYSTEM PLAN AND PROFILE -MCP SOUTH PORTION
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DRAWN -AD&A- 13ROWN AND CALDWELL CARE AND KRAMER
CHECKED VY HILL AND INGMAN R`W BECK AND ASSOCIATES SUBMITTED RECOMMENDED APPROVED PPROVED �APPROVE SCALE =20' SYSTEM NORTH END PLAN - KENNYDALE TUNNEL., SHEET NUMBER
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Engineers 4s I - III
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METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE
BROWN AND CALDWELL CAREY AND KRAMER scAl_E
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