HomeMy WebLinkAboutzS-0721SetINDEX TO DRAWINGS i —
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DWG DRAWING TITLE
NO
NO N0. r
EASrMDE INTERCEPTOR J I
LOCATION AND V/C/N/TY MAPS INDEX Y Q ( l
Y E $ GENERAL NOTES AND SYMBOLS- m O 1 1 C
11/ /SC DETAILS 1 ? ¢
3 SANITARY SEWER MANHOLES- I O q Q
l
SPECIAL CONSTRUCT NOTES
4 I f GRAT/NGS•FRAMES AND COVERS -
HRFMF�RiON ��� E h
D I/ �� , ✓5 STORNWATER INLET STRUCTURE
;'.7 TYP ICAL TRENCH. SECTIONS PILE '~ %' c LOCATION
1' k0' ti/ /i --�� f t x«. SOPPORT DETAILS- MISC DETAILS 5 ' OF WORN
`� •.1 ¢ f /�: S EASTSODE
STATION 0 / NTrO , SrArIO&
C W
\ T [ EASTSOOE INTERCEPTOR -SECTION 4
M STATION 13 E STAHON Pl ' b ° RENILW
F S �:� /-" B 1 EASTSIOE INTERCEPTOR -SECTION 9 Q �7
ti 4, 1� ^• aranap zs ro: srarrory 40 i I mcalA a
�• #k \ �_-�/ i k4 I t S 9TAT/ON 4Q TETOOCENORTH ENORON 4 w MRApPI�
A T R F±.nn• ��— `� -A '� *� 4 ` FnIA MAY SCREl,'K CROSSINGRt rROCTURE4'
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EASTSIDE INT
i iii ii Secriowro 3LCTIDNG x `rev + p* $ ECTION 4 iT R 11• J `�
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RE'N TON `
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MEOLNA
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ME yeee9 MUNICIPALITY OF METRIiPR NA , =J. r + sl R d 4:
FR C1 -no •Flames "•••��" •.�.,�o ,. `
o-...�......... -�. .. .w ....... ,.
a R" °I.00eRFIGRANO' IQINITY•:MgPB-INDEX a
GENERAL STRUCTURAL NOTES
GENERAL
G/ $COPE. THE NOTES AND DETAILS ON TH IS SHEET ARE GENERAL AND APPLY TO THE ENT /RE PROJECT 30" R C
EXCEPT WHERE THERE ARE SPECIFIC /ND /CATIONS TO THE CONTRARY,
a,-- M. H. 2
G2 APPLICABLE 5P601FICATIONS AND CODES. CONSTRUCT /ON SHALL BE IN ACCORDANCE W/TH THE S TA. 8 f 20.6
LATEST EDIT /ON OF THE UNIFORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE //0 �+ 40
FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE. 0
G3 ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PRI-
OR/Ty DESIGN; HOWEVER, ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR N. 194 000. 00
SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY E. 1660, 000.00
THE ENGINEER. N. 60°00" 00 "E.
G4 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE
COMPLETED STRUCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL RE PROTECTED BY 12
BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCT /ON LOADS MAY OCCUR. S
24
SD -- -�-
CONCRETE
C1 P A CONCRETE CONSTRUCTION SHALL CONFORM 70 THE L A7EST EDITION ACI „
A PL IC 9L E CODE'
BUILDING CODE (ACI - 3/8). W
C2 6E -S7L. DETA 145 ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS UNLESS
OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR ca
DETA ILING REINFORCED CONCRETE STRUCTURES ACI -3/5 LATEST EDITION.
C3 DESIGN STRESSES. 2
A. CONCRETE, 3,000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS G
B. REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE - 20, 000 PSI T
C4 CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH E
MINIMUM COVER OF ONE BAR DIAMETER. • U. P.
A. CONCRETE CAST AGAINST GROUND-3
B. CONCRETE TO BE IN CONTACT WITH SEWAGE -2 I 12"
SYMBOLS
WORK TO BE DONE
SEWER , SIZE 8 MATER /AL
MANHOL E , DES /GNAT /ON 8 STATION ING
CONCRETE ENCASEMENT OR ENCASE
MEN T PIPE 8 STATIONING
COORDINATES 61 HEARINGS ARE BASED ON US
DEPARTMENT OF COMMERCE, COAST 8 GEODETIC
SURVEY, LAMBERT GRID.
EXISTING WORK
SANITARY SEWER 8 SIZE
MANHOLE
STORM DRAIN 8 SIZE
INLET
CATCH BASIN
WATER L INE 8 SIZE
FIRE HYDRANT
WATER METER BOX
96" 0 84'
VA L V E L /0 140 K �4 K
GAS LINE 8 SIZE
TELEPHONE CONDUIT
ELECTRICAL CONDUIT
UTILITY POLE (TEL EPHONE OR
ELECTRICAL) i-
rIJNIV E-L
4E"G rw ro suer ecp
I
2
DETAIL
TYPICAL TUNNEL TO PIPE fr
TRANSITION STRUCTURE
P
E0A.,01AI . 131- OCI<
L D14DT/MG
6L ocr
C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL -2 GUY WIRE .5110PORT BLOC!<
D. CONCRETE TO BE IN CONTACT W /TH GROUND WEATHER OR CLEAN WATER. 5L./PPORT
(/) AT BARS GREATER THAN 05 -2" 20 " -18 "x24" CULVERT - L ENGTH, NUMBER, SIZE AND BLOC /c
(2) AT BARS 't 5 OR LESS - I //2" C. M. P. A_ MATERIAL (HEADWALLS IF
JOINT SHEAR TEST
APPLICABLE) NO SCALE
C5 OQ WELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS CURB A ND GUTTER
WITH WHICH THEY ARE LAPPED. CONCRETE PAVEMENT M -LOAD PIPES
06 BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH LLL ///// 1//// EDGE- OF PAVEMENT(ASPHALT/C)
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 lNAY(UNSURFACED)
SPLICE AND WITH SPECIFICATIONS.
RAILROAD-SINGLE TRACK
C7 STANDARD HOOKS. BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHAT L CONFORM TO THE
RAILROAD-DOUBLE TRACK
REOU/REMENTS OF AC/ FOR NOOKS.
X X FENCE -WIRE
C8 CHAMFERS. EXCEPT AS OTHERWISE REOU /RED, EXPOSED CONCRETE CORNERS AND EDGES SHALL
HAVE 314" CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS c. DECIDUOUS TREE
SECTION 2
/O. CIRCUMFERENTIAL STEEL SHALL HAVE ONE /NCH MIN /MUM COVER. K G_ c N. Cq/
D
I/. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE-STEEL ARE USED, d USED IN DES IGN COMPUTATIONS P� °F w4s's �Z OQP� °F WQSy�y���
SHALL BE THE EFFECTIVE d TO THE CENTRO /D OF THE STEEL GROUP.
12. R4, AS COMPUTED BY EO. A9 OF THE ACI CODE, SHALL NOT EXCEED Pb AS COMPUTED �--n o o �� o
BY EO. A8 OF THE ACI CODE. 1045 8 AS CONSTRUCTED
Fs+�G /S T E�� � t�s, c/S T Eµ�
7 DATE ' M,4ec# /4 1966 s� °Nagy � s� °NAL
DESIGNED � yc Vp METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R O P O L I T A N S E T T L E DRAWING NUMBER
FILE R 202 c R E N TON GENERAL NOTES & SYMBOLS 2
DRAWN NCC_:, BROWN AND CALDWELL CAREY AND KRAMER
seal f SYSTEM MISC. DETAILS SHEET NUMBER
HILL AND INGMAN R SUBMITTED rr RECOMMENDED APPkpvED ncRRpvED 4PPROVE J- SCALE JUNE,1963 2 of
CHECK�b!!4 �_, W- BECK AND ASSOCIATES Design Engineer -Anetropoliton ngineeJS Frblecr Enpinee�- etrapohl0n E.1 Ineers Chief n ineer -Metro irp1J
E 9 Enqu eer> (nr Merropoliran EngJn ¢rs for Mu rcrpolity of Metropolitan Jeatrle DATE
5' /DE
BO T
TYPE
I/- r1la5
0 -1r -
A/ - /l /PS -
96"0
M265,
-25.1
20. D
26.5
O
M 203
-19,2
15.0
20.3
0
Al 84 "..
157
-4.8
13.4
15.7
O
B4"
8/
-76
6.4
&/
0
SECTION 2
/O. CIRCUMFERENTIAL STEEL SHALL HAVE ONE /NCH MIN /MUM COVER. K G_ c N. Cq/
D
I/. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE-STEEL ARE USED, d USED IN DES IGN COMPUTATIONS P� °F w4s's �Z OQP� °F WQSy�y���
SHALL BE THE EFFECTIVE d TO THE CENTRO /D OF THE STEEL GROUP.
12. R4, AS COMPUTED BY EO. A9 OF THE ACI CODE, SHALL NOT EXCEED Pb AS COMPUTED �--n o o �� o
BY EO. A8 OF THE ACI CODE. 1045 8 AS CONSTRUCTED
Fs+�G /S T E�� � t�s, c/S T Eµ�
7 DATE ' M,4ec# /4 1966 s� °Nagy � s� °NAL
DESIGNED � yc Vp METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R O P O L I T A N S E T T L E DRAWING NUMBER
FILE R 202 c R E N TON GENERAL NOTES & SYMBOLS 2
DRAWN NCC_:, BROWN AND CALDWELL CAREY AND KRAMER
seal f SYSTEM MISC. DETAILS SHEET NUMBER
HILL AND INGMAN R SUBMITTED rr RECOMMENDED APPkpvED ncRRpvED 4PPROVE J- SCALE JUNE,1963 2 of
CHECK�b!!4 �_, W- BECK AND ASSOCIATES Design Engineer -Anetropoliton ngineeJS Frblecr Enpinee�- etrapohl0n E.1 Ineers Chief n ineer -Metro irp1J
E 9 Enqu eer> (nr Merropoliran EngJn ¢rs for Mu rcrpolity of Metropolitan Jeatrle DATE
N1=
EVERGREEN TREE
C9
CONSTRUCT /ON ✓0/NT5. LOCATION OF ALL CONSTRUCT /ON JOINTS SHALL HAVE THE APPROVAL OF
THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERS TOPS SHALL BE PROVIDED IN THE
® B 6 0
SOIL BORING 8 DESIGNATION
CONSTRUCT /ON JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS.
2/ (�� MIN
0-
ROCK
_
M — LOAD RCP DESIGN. ASSUMPTIONS
_--►- _
RIVER OR CREEK
I.
DESIGN METHOD .SHALL BE ULTIMATE STRENGTH .DESIGN /NACCORDANCE W/tH A.C. /. CODE.
B
SURVEY MONUMENT OR PERMANENT BENCH
5 °t
2° MAX
2.
LOAD FACTOR K = l.8
3.
-t M DENOTES TENS /ON ON /NS /DE FACE.
N I C
NOT '/N CONTRACT
%2 t)t5 % t
4. _
f N DENOTES AX /AL COMPRESS /ON.
- -
PROPERTY LINE
i-,
5.
f c = 4000 PSI MIN. (5 6000 PS/ MAX.
A
—
ANGLE POINT OR HUB
`-
6..
fy = 40,000 PSI
F/L L ING OF JOINT REQD„
% --
/NS /DE FACE" 0,4
O
AERIAL TA R GE r
NHEN _SPACE EXCEEDS% `'
2
2/ (,�� /�! f�NNUL AR SPACE
7 .
STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR.
8= .
EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECT /ON.
TYPICAL RCP JOINT
9. _
CROWN OF PIPE SHALL HAVE SAME AMOUNT OF REINFORCEMENT AS THE INVERT.
60 INCH
ID AND LARGER
SECTION 2
/O. CIRCUMFERENTIAL STEEL SHALL HAVE ONE /NCH MIN /MUM COVER. K G_ c N. Cq/
D
I/. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE-STEEL ARE USED, d USED IN DES IGN COMPUTATIONS P� °F w4s's �Z OQP� °F WQSy�y���
SHALL BE THE EFFECTIVE d TO THE CENTRO /D OF THE STEEL GROUP.
12. R4, AS COMPUTED BY EO. A9 OF THE ACI CODE, SHALL NOT EXCEED Pb AS COMPUTED �--n o o �� o
BY EO. A8 OF THE ACI CODE. 1045 8 AS CONSTRUCTED
Fs+�G /S T E�� � t�s, c/S T Eµ�
7 DATE ' M,4ec# /4 1966 s� °Nagy � s� °NAL
DESIGNED � yc Vp METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R O P O L I T A N S E T T L E DRAWING NUMBER
FILE R 202 c R E N TON GENERAL NOTES & SYMBOLS 2
DRAWN NCC_:, BROWN AND CALDWELL CAREY AND KRAMER
seal f SYSTEM MISC. DETAILS SHEET NUMBER
HILL AND INGMAN R SUBMITTED rr RECOMMENDED APPkpvED ncRRpvED 4PPROVE J- SCALE JUNE,1963 2 of
CHECK�b!!4 �_, W- BECK AND ASSOCIATES Design Engineer -Anetropoliton ngineeJS Frblecr Enpinee�- etrapohl0n E.1 Ineers Chief n ineer -Metro irp1J
E 9 Enqu eer> (nr Merropoliran EngJn ¢rs for Mu rcrpolity of Metropolitan Jeatrle DATE
t
m
N-1
k '
0
N
Q
O
DIMENSIONS Ek REINFORCING STEEL FOR STANDARD TYPE 'C MANHOLES'
CONC. DIMENSIONS REINFORCING BARS
c a ti W BOTTOM SLAB SIDE WALLS TOP SLAB
W — W O T't ,1`.��, if of U�rl 11�" "R11 p�Y fly of uzM
a `" % z •r T
REPO D. a Na a* ENGT N°- a# ENGTH NQ a* ENGTH N* a #LENGTH NQ a* LENGTH N4 a* LENGTH N2 a# LENGT N°- 64P LENGTH N* a# LENGTH
I
10'' -30'
SPECIAL CONSTRUCTION NOTES
7' -4
SEE PLANS AND PROFILES
.
THE 1f7ACT(1R SFIALL NOTIFY THE ENGINEER 30 DAYS PRIOR TO REM' 0VAt' (;A9AGES"
8"
AND SHALL AGAIN GIVE NOTICE WHEN THE RESTORATION WORK I S COMPLETE. THE GARAGES
4'11
NEED NOT BE REPLACED BUT THE AREA SHALL BE RESTORED AND LEVELED TO A SIZE AND
SHAPE EQUAL TO THAT IVHICH EXISTED PRIOR TO CONSTRUCTION, THE GARAGE AREA SHALL
6'- 1
BE SLIGHTLY ABOVE THE LEVEL OF LAKE WASHINGTON BOULEVARD AND SHALL SLOPE
4' -11
TOWARD IT. THE N. P. R. R. CO. HAS JURISDICTION OVER THE MAYERI AL AND METHOD USED
6'_ 11
TO RESTORE THE GARAGE AREA WITHIN THEIR RIGHT OF WAY AND THE CITY OF RENTON
4' -II
CONTROLS THE AREA WITHIN THE HIGHWAY RIGHT OF WAY. �fiE CONTRACTOR SHALL RESTORE
6'- 1
ALL DISTURBED UTILITIES CONNECTED TO THE GARAGE AREA.
2.
A MINIMUM OF ONE -WAY TRAFFIC MUST BE MAINTAINED ON LAKEWASHINGTON BOULEVARD
3- 1
AT ALL TIMES.
3.
A PORTION OF THE LOADING DOCK OF THE REILLY TAR AND CHEMICAL COMPANY MAY BE
TEMPORARILY REMOVED AT THE CONTRACTOR'S OPTION IF HE FIRST GIVES THE COMPANY
6'- 6
90 DAYS' NOTICE. THE LOADING DOCK SHALL BE RETURNED TO SERVICE W ITH I N 30 DAYS OF
63"
ANY SUCH TEMPORARY REMOVAL OR ALTERATION AND SHALL BE RETURNED TO ITS ORIGINAL
7L3
(OR BETTER) CONDITION. ANY POSTS OR PILING WHICH ARE REMOVED SHALL BE REPLACED
15 °
WITH PRESSURE CREOSOTED WOOD, THE CONTRACTOR SHALL OBTAIN A WRITTEN RELEASE
12"
ACCEPTING THE REPAIRED DOCK FROM THE REI LLY TAR AND CHEMICAL COMPANY IN ACCORD -
9 #5
ANCE WITH ARTICLE C1.10.
4.
WHEN PIPE CONSTRUCTION PROGRESSES PAST THE EXISTING CHANNEL NEAR STA, 34 +85,
6'- 1
THE NATURAL DRAI NAGE FROM THE REI LLY TAR AND CHEM I CAL COMPANY HOUSES W I LL BE
i
CUT OFF. THE CONTRACTOR SHALL INSTALL AN AUTOMATIC SUMP PUMP TO PUMP FROM AN
4 *5
EXISTING MANHOLE SUMP APPROXIMATELY 50' TO THE DITCH AS SHOWN. THE WASHINGTON
7`- 2
STATE H I GHWAY DEPT. PLANS TO VACAT E THESE HOU SES DU RI NG THE S P RI NG OF 1964.
6� 10
5.
IF THE CONTRACTOR WISHES TO TEMPORARILY RELOCATE THE TELEPHONE CABLE FROM MAY
6'- 1
CREEK NORTH HE SHALL CONTACT MR. R. 0. GILBERT OF PACIFIC N.W. BELL TELEPHONE CO.
AT BA 6 -1010 POR COST AND PROCEDURE.
6.-
THE' CONTRACTOR SHALL CONNECT THE EX1STTNG_RR CULVERT TO THE NE1N STI W WATER
INLET STRUCTURE AND PROVIDE A 24 -INCH, CLASS IV RCP (ASTM C76) CONNECTION
31' -50'
BETWEEN INLET STRUCTURES. ALL CONNECTIONS SHALL BE MADE WATERTIGHT.
7.
THE CONTRACTOR SHALL NOT WORK CLOSER THAN 14' TO THE CENTER LINE OF THE RAILROAD
57°
TRACKS. ANY CUT SURFACE CONSTRUCTED OUTSI DE THI S 14' POINT SHALL HAVE A
6' 9
MAXIMUM SURFACE SLOPE OF 1 -112 TO 1. ANY EXCAVATION BELOW THIS 1 -1 /2 TO 1 SLOPE
LINE SHALL BE SUPPORTED VERTICALLY.
8.
EXCESS TRENCH EXCAVATED MATERIAL FROM THE WORK SOUTH OF MAY CREEK MAY BE
12
SPREAD ALONG THE PI PE ALIGNMENT NORTH OF MAY CREEK AS REQUI RED FOR FI NAL
7' -1 1
GRADING.
t
m
N-1
k '
0
N
Q
O
DIMENSIONS Ek REINFORCING STEEL FOR STANDARD TYPE 'C MANHOLES'
CONC. DIMENSIONS REINFORCING BARS
c a ti W BOTTOM SLAB SIDE WALLS TOP SLAB
W — W O T't ,1`.��, if of U�rl 11�" "R11 p�Y fly of uzM
a `" % z •r T
REPO D. a Na a* ENGT N°- a# ENGTH NQ a* ENGTH N* a #LENGTH NQ a* LENGTH N4 a* LENGTH N2 a# LENGT N°- 64P LENGTH N* a# LENGTH
COAIC., 4,0.1t1.V'1t/G 31' -50' 6 -9 7 -10 15 9 #6 6' -4 22 #5 7' -5 346 6' -4 4' -2 18� 6
B10c,Gs - 11 - 1 1 1 1 to 1 # 1 # 1 1 I
54"
10'' -30'
6' -6
7' -4
12"
14"
12"
8"
805
4'11
6'*4
6'- 1
18 *5
4' -11
10'*4
6'_ 11
305
4' -II
4 *5
6'- 1
2 *5
3'-10
2 5
3- 1
4#5
17' 7
31' -50'
6'- 6
7' 7
63"
IO' -30'
7L3
8 -1
15 °
12"
9 #6
9 #5
6 =10
6'- 1
22 #5
7'- 8
4 *5
7`- 2
3 #5
6� 10
4 -10
6'- 1
3' -10
20'-4
31' -50'
7- 3
17 7
57°
10' 30'
6' 9
7'- 7
6 -10
24 #5
12
7' -1 1
8 *5
6' -10
6'- 4
20 #5
4-10
7'- 2
3'05
20' -4 I
66"
10 `_30'
6-4
8' 4
41-2
12
10 #5
7' 1
18'-6
COAIC., 4,0.1t1.V'1t/G 31' -50' 6 -9 7 -10 15 9 #6 6' -4 22 #5 7' -5 346 6' -4 4' -2 18� 6
B10c,Gs - 11 - 1 1 1 1 to 1 # 1 # 1 1 I
STANDARD TYPE A PRECAST MANHOLE
8" TO 21" (INCLUSIVE)
-- T METAL /1(/6 - • ' 'Z ~B,A,QS
AC�EpT,9BLE ,P- 4 JT
SE�DfT,4 /L ✓ �
t — — -- - --
t - IC .1rll i''^" /7/ -.T -- _ Q( J lk�
45
P /PEA BELLS Af.4Y BE C4ST /.V _ FLf� Blf ✓O /,UT- Q
SEE DETq /L c� b
e*o/v� lwzz /,vSTEAD .� �� h
.. •r� OF yq "/!! /�(/. S /ZED ✓D /,t/r �,
2 2 In 11 Ilk
TO SLEENE.4rRL.4&T
`` ,Pl/BBE�P GAS,�ET
-- --�- --
PL.4C 49 ///F /ELD \
`TYPICAL FLEXIBLE JOINT r
M
Pi PE AT MANHOLES ` v `�/��t
N
�,W / H •L % /,4 Z E V/I Z OI'7iC�.J B,4�PS Ae
5 x / =3 N00/o E_VU.4L Z, 4P 24 �' FD,�'.4LL ,SPL/L`ES. 3 PLAN
SAC R5 s�;4cEs
/5uQ /C
4 ' ° �wA� �/ cN ✓T. sLEEliE, BE�c/D STANDARD TYPE C MANHOLE
6M7YP oovc�,4s /,voic,4rEO•voD 54" TO 144" (INCLUSIVE)
�H /t',C� .FLAB iY� 2 LEit/GT!/ ,4s ,pEQ D TiIY /S'
E /.IJF. cZWeZO 2SECTION 3 �t/OTE.4LS0.Of�f�L /ES T4
L.P OFBOTTODh/F,4�"
E 'E U .8141P1V ;
,vor,�s
� /' , EL /ifs! /it/�JTE 2 X 4 P,PE�"•4.ST �•t/E SECT /Ott/ ilrt/ TYPE.IJ E B /�l�4/t/H02ES .
ZA LESS Tiyil'ic/ 'DEE.o TO C& 01W(/ OF X5'W'' 8f' .PE ,PEDC/C 11(/67 7FOOT
DEPThr OF 4 OV 6 C /PCUL4R Al,4A1h(OL E SL'CTIGWS, l/•SE' PEDU2' /,UG' SLAB
. � +j�'p f0/P SY/PrnD,QT /.VG ,40 ✓l/ST /�(/C' BLOC,C'S. -
2. /i�Ai(/fi�ol E srEPS .�.PE 410r .eEQUlAEO
,► �,2£c.43'r vE�r /c4L sEc71 US 3HAZ'L': .
+x' 76 Oe r1RT/Y 1�f :. "•1 T/y E i L." . S j�.. , <i. _
-,et,frAe Mgt 3i0. ,#0
TYPE .4, /Y /Th�DUr BA,S'E
SECTION 3
4 ALL JO/,VTx EXCE/°l P /PE ✓O//(/TS, SwL4 BE wwT.�4,E' " /LLEC�.. AS CONSTPUC"'``Eb
104539
4 't 2 " RE c iNG SLAB -w►al Airs Pew rr,�ic4.z r r ��. DATE MA�P�N ii i���
DESIGNED EDG METROPOLITAN ENGINEERS MUNICIPALITY 04F METROPOLITAN[-- SETTLE FILE _R 202 c R -E NTON SANITARY SEWER MANHOLES
DRAWN RMN BROWN AND CALDWELL CAREY AND KRAMER SUBMITTED RECOMMENDED APPROVED PROVED 4PIPROVE/ l'l'Bfl1 ��` SYSTEM SPECIAL CONSTRUCTION NOTES
RFW - SCALE
CHECKED ►'Y HILL AND INGMAN R W. BECK AND ASSOCIATES. AS NOTED, DATEJUNE,1963
Design Engineer M tropolitan Eng' eers Project Engineer - Metropolitan En neers Chief Engineer - Meir alit n Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle
cw . r
W CA
oQ �� of WAS,y�L Fl
o
Z
-v -
4Ct.r
�Fss G,ST Egkli \<cr
L
DRAWING NUMBER
c 3
SHEET NUMBER
_3,_0F 11
60
10 -30
31'-50'
(-0
7'- 0
7 -10
8'- 1
12
15
9 5
10 *6
6 -7
6'- 7
20 5
2 4 5
7 -5
7'- 8
4 5
4 *6
6 -7
6' 7
4 -6
4'- 6
19 -5
19' 5
63"
IO' -30'
7L3
8 -1
12"
9 #5
6 =10
22 *5
7'- 8
4 *5
6� 10
4 -10
20'-4
31' -50'
7- 3
8'4
15
10 #6
6 -10
24 #5
7' -1 1
4 *6
6' -10
4-10
20' -4 I
66"
10 `_30'
7''' 6
8' 4
12
10 #5
7' 1
22 *5
7'- 11
505
7'- 1
5'- 3
21'- 3
31' -50'
7' 6
8' -7
15
11 #6
7' -1
26 #5
8'- 2
5 *6
7' 1
5'- 3
21'- 3
69"
10''' 30'
7'- 9
8' 7
12"
10#5
7' 4
24 #5
8'- 2
5 *5
7'- 4
5' -7
22' -2
31 -50'
7� 9
6'10
15"
II #6
7' 4
26 #5
8' -5
5*6
7' -4
5' -7
22' -2
72"
10' -30'
8-0
8-10
12"
10 *5
7'- 7
24 05
8'5
6 *5
7'- 7
5' -11
23'- 1
31'-50'
8' 0
9'- 1
12"
14"
15 "
8"
12 #6
4' -11
7'- 7
28 #5
4' -11
1004
8'- 8
6 *6
4' -11
7'- 7
5' -11
3'- I
23'- 1
78"
10' -30'
8' 8
9' -7
13"
15"
14"
12"
10 *5
5'- 7
8L3
30 *5
5' -7
12 *4
9'- 2
6 *5
5' -7
8' -3
7- 3
3' -8
24' -I I
31' -50'
8' -8
9' 8
15"
12 #6
6 *4
8'- 3
30*5
9'- 3
6 *6
e'- 3
71-3
415
24' -11
8 4"
16'L3'6'
'- 2
10' -1
♦
I 4°
#
10 5
7 *4
'- 9
8'
#
32 5
9'- 8
*
7 5
8, 9
7 L I 1
6
*5
26' -9
'9'
31 -50
9 -2
'
10 -2
13 "
15
��
15
12 #6
8 -9
32 *5
'
9 -9
7 #6
8 -9
3 -8
26 -9
90"
10'30'
9L 10
10' 9
14"
16"
14"
10 *5
9'- 5
26 #6
10' 4
7 #5
9' -5
3'10
28' -7
' I L 7
31' -50'
9' -10
10' -10
15"
12 #6
9'- 5
26 #6
10- 5
7 *6
9' -5
28' -7
96"
10' -30'
10 =4
11 -3
1
14"
11 #5
9 `_ 11
28 #6
10 =10
8#5
9' -I 1
30' 5
'
31' -50'
10'4
II' -4
14"
16"
15
13 *6
9'11
28 #6
10' 11
706
9, 11
30 -5
102"
10'30'
11 -0
11 =10
15"
17"
14"
II *5
4
10' -7
32 *6
11'- 5
10#4
10- 7
32' -3
-RR,re 4frt we
31' -50'
II' -0
11 11
15"
14 *6
7 #4
10' -7
32 #6
12 #4
1I' -6
8 #6
101 7
3 -10
32' -3 ,
B,4SE(OPT/D,VXe)
108
10' -30'
11'6
12'4
14
1215
505
11'- 1
36 #6
14 #4
1 I'- I 1
11 #4
I I'- I
3 -11
34`_ 1
31' -50'
1I''-6
12-5
15"
17"
15"
14 #6
11'- 1
36 #6
12' -0
9 #6
I I'- I
3' -11
34' -1
120"
10' -30'
12'8
13'6
16"
18"
14"
13 *5
12'3
42 #6
13'- 1
1204
12 -
4'- 1
37' -9
31' -50'
12' -8
13'7
16
18"
15"
15 #6
505
12 -3
42 #6
1444
13'- 2
11 *6
12' -3
4'- 1
37' -9
132u
10 =30'
13-10
14' -8
17"
19"
14"
16 *5
6 *5
13' -5
50 #6
16 #4
14' -3
13 *4
13 '- 5
4' -2
41' -5
31' -50'
13'-10
14-9
17"
19"
15"
1606
13' -5
50 #6
14' -4
1266
13' 5
41-2
41' -5
144"
10' -30'
15'0
15'10
18"
20"
14"
15 *6
14' -7
40* 7
15' 5
14 #4
14'7
4'- 3
45 -1
31' -50'
15'0
15' II
18"
20"
15"
12"
17 #6
5' -7
6 #5
14' -7
40#7
5' -7
16 *4
15- 6
13 *6
5' -7
4
#5
14'7
2
#5
7' - -1 t
1 2
#5
4' -3
605
45' -1
STANDARD TYPE A PRECAST MANHOLE
8" TO 21" (INCLUSIVE)
-- T METAL /1(/6 - • ' 'Z ~B,A,QS
AC�EpT,9BLE ,P- 4 JT
SE�DfT,4 /L ✓ �
t — — -- - --
t - IC .1rll i''^" /7/ -.T -- _ Q( J lk�
45
P /PEA BELLS Af.4Y BE C4ST /.V _ FLf� Blf ✓O /,UT- Q
SEE DETq /L c� b
e*o/v� lwzz /,vSTEAD .� �� h
.. •r� OF yq "/!! /�(/. S /ZED ✓D /,t/r �,
2 2 In 11 Ilk
TO SLEENE.4rRL.4&T
`` ,Pl/BBE�P GAS,�ET
-- --�- --
PL.4C 49 ///F /ELD \
`TYPICAL FLEXIBLE JOINT r
M
Pi PE AT MANHOLES ` v `�/��t
N
�,W / H •L % /,4 Z E V/I Z OI'7iC�.J B,4�PS Ae
5 x / =3 N00/o E_VU.4L Z, 4P 24 �' FD,�'.4LL ,SPL/L`ES. 3 PLAN
SAC R5 s�;4cEs
/5uQ /C
4 ' ° �wA� �/ cN ✓T. sLEEliE, BE�c/D STANDARD TYPE C MANHOLE
6M7YP oovc�,4s /,voic,4rEO•voD 54" TO 144" (INCLUSIVE)
�H /t',C� .FLAB iY� 2 LEit/GT!/ ,4s ,pEQ D TiIY /S'
E /.IJF. cZWeZO 2SECTION 3 �t/OTE.4LS0.Of�f�L /ES T4
L.P OFBOTTODh/F,4�"
E 'E U .8141P1V ;
,vor,�s
� /' , EL /ifs! /it/�JTE 2 X 4 P,PE�"•4.ST �•t/E SECT /Ott/ ilrt/ TYPE.IJ E B /�l�4/t/H02ES .
ZA LESS Tiyil'ic/ 'DEE.o TO C& 01W(/ OF X5'W'' 8f' .PE ,PEDC/C 11(/67 7FOOT
DEPThr OF 4 OV 6 C /PCUL4R Al,4A1h(OL E SL'CTIGWS, l/•SE' PEDU2' /,UG' SLAB
. � +j�'p f0/P SY/PrnD,QT /.VG ,40 ✓l/ST /�(/C' BLOC,C'S. -
2. /i�Ai(/fi�ol E srEPS .�.PE 410r .eEQUlAEO
,► �,2£c.43'r vE�r /c4L sEc71 US 3HAZ'L': .
+x' 76 Oe r1RT/Y 1�f :. "•1 T/y E i L." . S j�.. , <i. _
-,et,frAe Mgt 3i0. ,#0
TYPE .4, /Y /Th�DUr BA,S'E
SECTION 3
4 ALL JO/,VTx EXCE/°l P /PE ✓O//(/TS, SwL4 BE wwT.�4,E' " /LLEC�.. AS CONSTPUC"'``Eb
104539
4 't 2 " RE c iNG SLAB -w►al Airs Pew rr,�ic4.z r r ��. DATE MA�P�N ii i���
DESIGNED EDG METROPOLITAN ENGINEERS MUNICIPALITY 04F METROPOLITAN[-- SETTLE FILE _R 202 c R -E NTON SANITARY SEWER MANHOLES
DRAWN RMN BROWN AND CALDWELL CAREY AND KRAMER SUBMITTED RECOMMENDED APPROVED PROVED 4PIPROVE/ l'l'Bfl1 ��` SYSTEM SPECIAL CONSTRUCTION NOTES
RFW - SCALE
CHECKED ►'Y HILL AND INGMAN R W. BECK AND ASSOCIATES. AS NOTED, DATEJUNE,1963
Design Engineer M tropolitan Eng' eers Project Engineer - Metropolitan En neers Chief Engineer - Meir alit n Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle
cw . r
W CA
oQ �� of WAS,y�L Fl
o
Z
-v -
4Ct.r
�Fss G,ST Egkli \<cr
L
DRAWING NUMBER
c 3
SHEET NUMBER
_3,_0F 11
9
t
1�
k
c
E-= 4
/ LJ
co; Q 1 / r pr.4it/CHDE' HOL E
fO,P L.400E.Q.
FE
p (����[
PUE-7luF - -1nCt -) GYE.4TS %G H /5H, %2"
X1-10 � O c-' Cl WIVEAr rop,- f/w "iY/VE
ATB,4tSE .6 2 "Z 0,V6
METRO STANDARD MANHOLE
FRAME AND COVER
SCALE: 1'/2If =1I -0
01 TYPE LOC,C' -
PEQ D
fI7 +lC /Bs
PLAN
UNDERSIDE OF STANDARD COVER
SCALE : 0/211= 11 -0
J ZS %2 D /,4.
"
" -SEC ,�CLOIN
OP .5L AB
2 mz !'
kA
o kkJ
Q
HOLE
W,Xe'111X1?_ BOTH \ �`
24 ",914, y2 if�EB ! 1
STD. itlfi! coX./C. /-/L Z. SLOC'E / "ye FT
j f'PYJiL1 ALL D /,PECT /Dl/S TD -
�� Q \ A. IV Of OUTLET
7.
D . 1 �" � -d
OUTER HGbP /T /NGS ;
Z' -s %4" METRO STANDARD
`y4 i
STORM WATER INLET STRUCTURE
"
j T Y P is c� Ly_, 3/7 _ '-ror,) N C-
Nl
SECTION
4
M
LA
-
s r.
NO SCALE �� / .STD /NLEr FRAME,
CL lP TyP
Z, "
CLEATS
/— W, 4ST /C C04l/
METRO STANDARD STORM WATER _� :'.. s'o :�R_ ,✓ ✓c -6c
M.. F� T F�f�► t E T (�R'�C M E a It I iii L f T' r B-I
i y - co�uc,PETE
+Ndt''S t A'L 4, o"
B
YO /D X107, zIPEQ D
iZ "0EYE.PDI/,P
L,EFOP STEEL
/ COT.TEP P /�(/
SECTION
C T I ON 2
4
l - I / "( /�t/ sE-GmEV TS M/2 PE 0,921 N SCALE
0
S � ( LO GS APE �t/OT PL, 4c E'Z7)
a
' 1
wu�;vcr'a�EO �lAC/1iwED , N ,�1
A/O
!. CgfST /�t/GS �S'HALL BE G4ST S'TEE'L AST DES /6�l/,4T /O.t1
38 �X / o SCALE : 3 `� = I - 0 -4-27, SAeAOE 70 -J,6 OR 2 �_ O"
B " " 3��X /% �� '3� ANCHOR L30L T DES /G/U•4T /Oi(/.4 -.�39, 6;001- 60 - 4.S- /O " "
.3 z O- OPEN /NG, /N5 /DE OF 3 8 2 M 8 1 9 �6 Z 9 /�6 / %6
F. B. / C,4-5r /N WALL 2. STEEL CDOROMeAlTS Sf1,4L L BE J'T.PI/CTl/�P,4L 62,40E
/N. /AU-Cr ..5MUG?URE WALL M /N. 4
Asr.� oESiG,VArioA/ A- ,
�•�`�' o t I, I it I 11 I it t o SH•4LL BE 1A1,4CC'O,P,0 - a
T9S f,P FB C T .a —� � V /H . / SPC /DV "Cl, �—
2 TTP ` �
N
„; 4. /VELD /it/G SfiilLL COit/F02.yJ TD 10 CODE Fa- R,4,PC
/ {; i _ ° `o /,V BU /LO /.VG CO�t/S71 ICT /OiV p SECr1L')& 4, iYDPC�iLIAit/-
'-�rq D/TCH 16 I
i ` ..o SH //; AhlE�2 /C.9�t/ KiELD /�t/G SOC /E- SPECS.
/NI/E2T O J o
ALL FABR1e`,4TED STEEL /TEtiIS ,S'rS�,�ILL BEG.4[4.4�i/IIEO
f'EF AST. ELI DES /GA/.4T /DrV A -.CBS f A-.f86 AFTER
- \N�-- I I I I I I I I II I I Q COtiIfPLETE .4snrArBLY METRO STANDARD STORM WATER
r
r ' 6. . INLET GRATIN CET OF 48 iS1 , ,, / ,? G1RATH R (A II IN LETS)
DIFIL L yn 3 / ANCHOR
",0441 BE 9 a fit /Gfi' � .0Rl_TZ.r: -, .X J- Si1�LL BE N 0 S C A L E
BOL T5 rYP. , ( P�?ES.r!/,PE TYPE. ALL COVE,QS �SH�9L,� BE sl,4•UO,4,e0
� ° { " QA�S TYPE A.S' sHOV,v.
Std R*W',/VNrAtE' 'R , rN/L ET GRATING';, D E T A L 4
Mw .J - C SCALE ,� �`" a LE FRAIVIE AND CQY5RALE
DESIGNED EDG METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE
DRAWN RMA/ BROWN AND CALDWELL CAREY AND KRAMER
/ SCALE
RF'`y HILL AND INGMAN R w BECK AND ASSOCIATES SUBMITTED - RECOMMENDED cv APPROVED' APPROVED APPROVED AS NOTED
CHECKED Design Engineer - etropoliton En sneers Project Engineer - elropolitan Engi ers Chief Engineer - Metr politon Engineers For Metropoliton Engineers Foir Municipolity of Metropolitan Seattle
*#
Me Me TO E,10 TAM
3
.� 4
TYPE ', , J t.' .14 L-TS
4
2 CAit1 L OC,C�S ,4,8E PL,4CE0�
4
SECTION THROUGH STANDARD COVER
Z -0
f
0
4-
b
ra
fl
\
_
D/TCY 7V OPENt1 G
h
A/O
!. CgfST /�t/GS �S'HALL BE G4ST S'TEE'L AST DES /6�l/,4T /O.t1
38 �X / o SCALE : 3 `� = I - 0 -4-27, SAeAOE 70 -J,6 OR 2 �_ O"
B " " 3��X /% �� '3� ANCHOR L30L T DES /G/U•4T /Oi(/.4 -.�39, 6;001- 60 - 4.S- /O " "
.3 z O- OPEN /NG, /N5 /DE OF 3 8 2 M 8 1 9 �6 Z 9 /�6 / %6
F. B. / C,4-5r /N WALL 2. STEEL CDOROMeAlTS Sf1,4L L BE J'T.PI/CTl/�P,4L 62,40E
/N. /AU-Cr ..5MUG?URE WALL M /N. 4
Asr.� oESiG,VArioA/ A- ,
�•�`�' o t I, I it I 11 I it t o SH•4LL BE 1A1,4CC'O,P,0 - a
T9S f,P FB C T .a —� � V /H . / SPC /DV "Cl, �—
2 TTP ` �
N
„; 4. /VELD /it/G SfiilLL COit/F02.yJ TD 10 CODE Fa- R,4,PC
/ {; i _ ° `o /,V BU /LO /.VG CO�t/S71 ICT /OiV p SECr1L')& 4, iYDPC�iLIAit/-
'-�rq D/TCH 16 I
i ` ..o SH //; AhlE�2 /C.9�t/ KiELD /�t/G SOC /E- SPECS.
/NI/E2T O J o
ALL FABR1e`,4TED STEEL /TEtiIS ,S'rS�,�ILL BEG.4[4.4�i/IIEO
f'EF AST. ELI DES /GA/.4T /DrV A -.CBS f A-.f86 AFTER
- \N�-- I I I I I I I I II I I Q COtiIfPLETE .4snrArBLY METRO STANDARD STORM WATER
r
r ' 6. . INLET GRATIN CET OF 48 iS1 , ,, / ,? G1RATH R (A II IN LETS)
DIFIL L yn 3 / ANCHOR
",0441 BE 9 a fit /Gfi' � .0Rl_TZ.r: -, .X J- Si1�LL BE N 0 S C A L E
BOL T5 rYP. , ( P�?ES.r!/,PE TYPE. ALL COVE,QS �SH�9L,� BE sl,4•UO,4,e0
� ° { " QA�S TYPE A.S' sHOV,v.
Std R*W',/VNrAtE' 'R , rN/L ET GRATING';, D E T A L 4
Mw .J - C SCALE ,� �`" a LE FRAIVIE AND CQY5RALE
DESIGNED EDG METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE
DRAWN RMA/ BROWN AND CALDWELL CAREY AND KRAMER
/ SCALE
RF'`y HILL AND INGMAN R w BECK AND ASSOCIATES SUBMITTED - RECOMMENDED cv APPROVED' APPROVED APPROVED AS NOTED
CHECKED Design Engineer - etropoliton En sneers Project Engineer - elropolitan Engi ers Chief Engineer - Metr politon Engineers For Metropoliton Engineers Foir Municipolity of Metropolitan Seattle
*#
Me Me TO E,10 TAM
3
.� 4
TYPE ', , J t.' .14 L-TS
4
2 CAit1 L OC,C�S ,4,8E PL,4CE0�
4
SECTION THROUGH STANDARD COVER
4 - **6 ,4,eX1X0
oPEtiI l/& S.. EF
4
STORM WATER INLET SLAB
REINFORCEMENT
i
SCALE:3 /4u =1'-0
O
v
AS CONSTRUCTED
DATE MAoPCH // 1966
FILE R -202 C kENTON GRATINGS-FRAMES AND COVERS
DATEJUNE31963 SYSTEM STORM WATER INLET STRUCTURE
pR v of W4 SH o <�
Z
F Fc�sTE�����
ss10NAL
DRAWING NUMBER
5 4
SHEET NUMBER
4 of II
0
4-
ti
ra
fl
\
N
Ot
J
D/TCY 7V OPENt1 G
h
(TYPICAL)
Z'14
� N
1,
i
4 - **6 ,4,eX1X0
oPEtiI l/& S.. EF
4
STORM WATER INLET SLAB
REINFORCEMENT
i
SCALE:3 /4u =1'-0
O
v
AS CONSTRUCTED
DATE MAoPCH // 1966
FILE R -202 C kENTON GRATINGS-FRAMES AND COVERS
DATEJUNE31963 SYSTEM STORM WATER INLET STRUCTURE
pR v of W4 SH o <�
Z
F Fc�sTE�����
ss10NAL
DRAWING NUMBER
5 4
SHEET NUMBER
4 of II
0
4-
ti
4 - **6 ,4,eX1X0
oPEtiI l/& S.. EF
4
STORM WATER INLET SLAB
REINFORCEMENT
i
SCALE:3 /4u =1'-0
O
v
AS CONSTRUCTED
DATE MAoPCH // 1966
FILE R -202 C kENTON GRATINGS-FRAMES AND COVERS
DATEJUNE31963 SYSTEM STORM WATER INLET STRUCTURE
pR v of W4 SH o <�
Z
F Fc�sTE�����
ss10NAL
DRAWING NUMBER
5 4
SHEET NUMBER
4 of II
t
/4 'MIN 5EE - -
,4L 50 .SPECIAL
CON5T• NOTE 7,
DWG 3
i
C
70R OF MIVA90ARY CUT —
_ /O MIN. f_e0M EDGE
o F PA VEMENT r ,
SLOPES APf VT- NA7Z1FW VME' AMAI 15 -
D15TUR,5E0 ,SHALL 5E THE -ATED W15LOPED
SL/APF,4CE' TREATMENT, ,45 PER SPECS.
CONSrT'UC770N L /"Ml
(:t LAkIE -'WA5H 61-MV SEE
SPEC /AL COA15T. AXTE -_Z,
DWG 3
/O1 ,
i0/�1/. I I
`-`—W17hW 7HE L 1Aftr5
-_ £X1577W- SHOWN, THE CONTtPAG7rJ,P
- GROUND SHALL PROD /DE SUCH
5101OE5 OR 5U10P0R7_5
A5 A.PE 'VECESSATI Y
0U.? /NG C0A(57*RUC7'10N
- x�F
TEMP. C&MS "-5A64LL 4TE_)F A'mfD / 42 A`PI�iPDX. 4 P /PE
TO APP1?OX ORIG/N4L GRADE W/ �/E,pTIC/,►L TREA/CH -SEE
iCL495 3T 5Z,155EQ1_1ENr 54CeF /LL =
T YP /CAL TRENCH SECT /OAt
;E,YCEPT' THAT M,4TER /,4L MAY BE TYPEC CONC. f3EDD /NG 5
EXCAVArrD ,8FrWEEN STAT /ON 0 (EE BELOW,)
AND 5TATiON 20
TYPICAL- - SIDE HILL SECTION
NO SCALE
I
t
I
I
I
.5 /D�" 5lOPE
CONMACMR.5
OPT' /ON. I
WXL GROUND
OD f 2' MIA-1
9" ofb 0VE7P
r'OP or P1104
i
I �
I �
J
O
J
BE/vT�./OtNT-
5PA C/NG - 6'- O MA X.
CIC ,QENTS 4 PIPE ✓O /NTS
EXCEPT WHNe& 01_HERWf_'5'E NO rl -
PCP
ra REF 3PfCS.
c
PILE CAP ELEVATION SIEC T ION 1
5
SCALE- V = 1' - 0 SCALE: 1/2" = V- 0
15= U_
/ =6 = 0 —It-6-
TYP.
o.
Q ,
A- -�
NOTE.•
R,f0k' /,DE D)P,1 1NAG5 D 17-C14 EACH 5/0E OF /MCP,
45 5#OWN, D/TCHE5 M,9 Y 55 E-QU/PME/V r
&YX PED.
V
F' T11
'44M., sew '41- •30
FRCP .SPEC /AL CONsr, NO77- 7
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CHECKEDAGC HILL AND INGMAN R W. BECK AND ASSOCIATES AS NOTED oArE�1UNE,�963
Lmm� Design Engineer - Metropolitan Engineers Project Engineer - etropolrton En eers Chief Engineer - Metr lit Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle 10 OF—
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- SCALE / =1 -0 Z -O SCALE = 3/ I -0
PILE g I �, 5 O �r - 8-
�'� 4 &4RS .. EXCAVATIG'�hl GRADE LI�C d% .- -0 X2,0 "2 -O Cpl1NE
ISQr � /9 -0 IO_� 23 -a / n
5 � SEE -TlWG- 8 FC'>R P/LF -_ -
_i2 �T/QjU I = DRIVING PSErWEEN srA 26 +93
AL) -
6SRS ,� 54-0 rO S rA 274-93 PRIOR To
NOTF . ,441 PERT. WW t_ I ¢ KE y
ONL y - -
- RE /ivF AROuNh FuruRE � ... cn nI s r� uc rI oN nF MAY
a PIPC OPNC- t3R/CX 4MORT,�iR PLUIr EXCAYA77ON 6,4AAE GREEK CROSS /Nl SrRUCrURE
a' SMOOTH MORTAR SURFACE L! E _SCE 1
N - AWG P�
INSIDE � oursloF FACE SECTION
Ci T t O N
' A7J7J- 2 6 x 6� I 0 Z- -S,&ET RLM4: SP 4_
- 0 4
= - I T -CY
�CO a. e+ ° o 3 4 5 4 7
_ Ch 10 10 10
; -, I0 V, G.c
~ y
o a a
„ = ' _
c - . 20 /5' - -O I I 8-O j f2 10 �o,� �V
e,
-- - - - -
/8 'A 3 Ff3 GAL v - t o NAL
11 - -
" "o Xr"NELSaJV FA'w HORIZONTAL REINF. SECTION THR-U --
-
- s�vrs c /8" TYPI A CORNER 104515 °" CQ
L ETAI �O
C D L FUTURE PIPE OPENING . E A - B _- 6ffA L 10 �GTATL -30 - - o
10 00PA/G.- W�`RA UG - - - --
sEE �3�io 8 T TO M LAN Src.- sxEET _ �Lra S�4 AS CC1��!`5TRIJ &ED °FSS G ,ST E�����W IN
SCALE 318 = I' -0 . SCALE= 1/8 = Y - 0 E ors /Fic,4r/oN ra D r� 4,PCN II, /4G6 AL E�
DRAWING NUMBER
DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY O F METROPOLITAN S E T T L E FILER 20___2 C RENTON EASTSIDE INTERCEPTOR -SECTION 4 I O
DRAWN /CGS BROWN AND CALDWELL CAREY AND KRAMER �%Cj, SYSTEM MAY CREEK CROSSING STRUCTURE
SUBMITTED RECOMMENDED - APPRDVED r PPROVED APPROVED SCALE SHEET NUMBER
CHECKEDAGC HILL AND INGMAN R W. BECK AND ASSOCIATES AS NOTED oArE�1UNE,�963
Lmm� Design Engineer - Metropolitan Engineers Project Engineer - etropolrton En eers Chief Engineer - Metr lit Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle 10 OF—
CHECKED 11
f1[�•L •.. •J.i�'1:nrs.s,L- �am,aJ -c7- 7�Ta. "iF..,... �[�.{ i' 1+Mw�.,.s.n:w.:♦
.. 7�'.• Y••.w.•Ilil,,ie t".'... . •-► - yM!. -... - . _ .. .. - -., _. A•.'r-fW -d�!'. - _ !E !� ^' +�:.,.srrs,.- - 1>+- -.
li
f
I ' z DOWAM91*4M 1014" AkD
i CONTROL A10 7-C14 /rf-Af �B
FOP RE /NR[ AJV.D
- 1 DFrA /L S, SEE
Nr T -.
\r a 2 b � 1 � co RAc owes
1 ti' ti "\ ,a, lV I OA i ( . N 4-6 2!- D ! MOVE !d" CUP DRAM/ L /IVE
APPROX /O' NORTH
cEZ 75
/ - _ _ , -- -1111_ _.+,
/ I OA J9.0 9 O l9.0 OA DWG /O _
/ .5 5!/)E lNi4LLS & PLASf�1
5L� '� 25.5 �., `` 5L AR - / TEM
CONST 17 /6. M� TRO STD MAN/,NOL L� cl
25.0 MEs1 SUR /NG 23 I OA
'/ 6 I A/O TCH /7EM�A O
PLAN
I
\ -.` • �\ � S I ' { � � OPP0,5 /TE .SIDE
l 70P OF - . 20.52
T 4 T 1 Sr2ucruRF 6 R
, , , \ �- i t
J ZO,OI
7
EDGE OF I
tD tv O C OCh" Ppo-
'L �► N N � - TFL'lON �'
,''
PLAN e
Ito
�1 SCALE /8= 1'- 0
'I2 � o
— -
/0-0 !2 `r /O O
5EF A / /OA
?0.0
• # 4-t� /Z EF
2, O 405P /2
CA
/6.50 N
n
� X 4�O (W fir CONST JT
4F
DOWEL 5
� N
N Q
7- O 13-0 JO � 0 1.3= O //'0 2 -0
I
1 1
6=6 6 6 5 -0 .5-0 6- 6 6 -6
?5 5 25.5 1
22.75
II Iv.D II
/8.20 11
/6.4c4 - I 20. SP I I
II
—16-50 — --+- -- —�� i! r4-I r --�
I
541-0 _
/ -
ME'A SUR /A/C &OTC/,/ I rCAoI
SECTION IoA
9EE PLA�
SIDE [W41- L � - � 22. 75 2Z. 75
PART OF /TEM ("J - --� , VA/ZtES-
7-' 0 9 -G 9 -0 _ 1
1917
/` - - // :.
- ?5.5
*5 012 Al 5EE CoMrAlA.'"T
E 63 -4 DWG.S
Fo/? W41-L
REIIV F,
SECTION 2
IOA
SCALE t 3 /i' =1' -0
MEASUR /VG A/O TCH
/TEM A
.4PPROX.
2/ "c..'POW v
0
P 3
loa
i r
ELEVATION SECTION 3
IOA
A
DETAIL
IoA
SCALE I "= l'-0
2t o
EF
SECTION 6 -
IoA
M
SCALE 1/2= V- 0
3-- #4
#3012"
- #5012"
5PL AS SL AS
17-,FM C
2 -J-5
rA sr"ev r
4 W
1
.SEE- B /10A
f oox1NS TREAM /'JAM Ct COA/ rpoz
A/O TCH - / 1EM
/__9 =.� Q�
4" /"JO /NT, SEE CONT/c'ACT ONES. FO/? T YP. DE TS.
'r4 67 -9
r •
/2 4 -"5Bor
TOP
4
I
1
PLAN
CONTROL A/OTCH
TEM
O '
\1
ELEVATION
D ETA I L e
IOA
SCALE 1" = 1'- 0
Z
o -
C',u
SECTION ioA
u
PF•FER TO DwG /O CON TRACT 16 3 - 4. ALL OF rAvle
Rr(;>U 1REMENT5 AVO DETA /L S dF TN /S DRAw/A/G APPLi'r
EXCEP T rA.1A T THE FO L L OW/A/G / TEMS' A RE A :
/TEM ( ) - MEAS[/R/A!G &OTCA/ .
/TEM OB - DOi'YV 57PEA M /SAM A N0 COA 7WO L NOTCH
/TEM (C) - S /DE W.4L L 5 AA/0 51-71. A5fr/ 51-AR
IN
SPLASH SLAB D0WAlSTREAM /SAM d CONrgol-
PAR T OF /TEM C� A10TCH - /TEM
� SECTION - 5 � - .
104Y17 AS CONSTRUCTED'.
IoA
DATE MARCH
I
DRAWING NUMBER
DESIGNEE) '_—L�'_ METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE FILE R 3020 RENTON MODIFICATIONS IOA
DRAWNHCC DWG BROWN AND CALDWELL CAREY AND KRAMER
SCALE SYSTEM TO MAY CREEK CROSSING STRUCTURE 5 "EE' NUMBER
HILL AND INGMAN R W BECK AND ASSOCIATES suE3MITTED !:' _ RECOMMENDED -_— �. APPROVED APPROVED APPROVED. JAN 1964
CHECKED —R Fhb.— Design Engineer - MetropaI Eng eers Prowl ,Engineer - Mblropoliton Engineers Chi f Engineer - Metropolitpn Engineers For Metropoliton Engineers For Municipolity of Metropoliton Seattle AS NOTED DATE JAN. 6 OF
,u III
AL /GN WE /RS
rool� GY/ Th' APPROX. I I \ \ \\
(g OF STREAM
ljELON/ \ \ \�
/NFAND—
:5,65,E-
?A Cr DWG3.
4/N L /NE
rH
`_ 'LOCAT /ON SHOWN
1
D B � -� '— pAv DWG io
SHEET 6.
. /5 /6.5 � \ _ _._`- S /!)E WALLS c� PLASH
P/L /CONS JT � 1 � SLAfi - /7EM C
25.5\
j ?S� -- - - - - - -- - - - - - -- METRO 570 MANHOLL=
CovER �
MEASUR /A16 I 0 B
\� 6 5.O �,VOTCH /TEMOA O 25 I
—J
RE/NF SEE-
OPPOS ITE S /DE
f J4 I I I � TUP OF
ISTRUCTURE
EDCE OF
RO EL. 20.0
' h '►� ti ti� N +� H - EC' ON � N N N N
o.
0 0
i
i
/2� 0
/0,0
SEE A1/OB /+ X70.0
72
20.5 ( re
CONSTRUCT /0
✓oi�vr
II II / = 6
I� �
5EE CONTRACT DwGS. /TEMS (0
SECTION 2
( . roe
SCALE 1 3/8' =1' -0
PLAN
6 "R I 1 1-20.5
PLAN
SCALE if - I1- 0
� 8 �
N
7= o 13,0 1-3= 0 J/-0 2-0
9 � 6 Sin /0-0.
25" 5 25.E
-I
h-q 4 q �4& S
h qw, I I
121W J L 19-0
kno
54' -O
MEASUR /A/G NOTCH /7EM Q!) '
SECTION �
io6
V4 P155
r.5EE PL NJ
/8.20
23 -0
�I
II
11
tl r�1
r —i
7i,9P1E5
SEE PLAN)
5EE CONMACT
63 - 4 DW65
FOR WAZ L
RE/NF.
...
3
IOB
lVEASUR /NG VO MW
/ rem O
- ID
ELEVATION SECTION
-5.50 -
25.00
1�
DETAIL-
1OB
SCALE I "= I� - Q
9 "NVY PVC 'W5TP
� / "A5PH PRE- -
A40 UL DED JO /Nr
F/L L ER.
-CONSr�QUCr /ON
JO /A/ r
-#5 P12 "E ITV 7'e B
30"
#5 10 3' O
-5EE CONTRACT 63-4
DwGS FOR RE/NF.
5i°4 SHEET PILING
� '75
3-44
#3012"
EASEMENT
6 � D a" L /NE
� SEE f3l/0s
r—ZO.O
19.0
-/9.5
2 -#5
#5 EWEF
at -
I
5 912 " EW
r,o 13
D' o&A/S' TREA CIA coAl rROL
NOTCH - / rEM
_ I J
PLAN
o
iB
ELEVATION
22.75
DE TAI L 13
Ioe
SCALE 1" = 1'- 0
ZD
/2
6"
.0
SECTION !;o 1OB
VA ? /ES - SEE .ALAN
/8.5 EIYEF
7 N REfER TO OWG /O CONTRACT 63 -4. ALL OF THE
SECTION 1 Q B REQU /REMENTS AVD /SETA /L S OF TH /S DRAWING APPLY,
EXCEPT THAT THE FOLLOW /,UG /rEMS ARE A/J/7E/J
SCAIE� %g ` I � ' 0 STEM � - MEASL/R /d/G N H
OTC
/7EM OB - DOWNSTREAM /JAM ANrJ CONTROL NOTCNr2l°LACE5�
/TEM OC - S /DE WALL5 AA/D 907'T77M SLAfJ
DOWNSTREA/N ROG< PROTECT /ON 15 DELETED.
No rF:
rHiS DaAW/NG 5UPER5ZrD5S DRAWING 10A.10 WHICH
/5 A10W VOID.
6
SECTION o�
5
SECTION
1015'-418
AS
Z�L
Ann ��u . r�A
M 'f'�
R�
8�
I H 1 I 0 B
SCALE: 14 = 1 - 0
SCALE: % " = I� '- 0
2
DATE MARC# // 1966
'
NO-
PW A7InN
r
pA�
DESIGNED /" -
M E T R 0 P 0 L I TA N
E N I N E E R S
MUNICIPALITY
O F M E T R O P O
L I
T A N SEATTLE
FILE R 302 C
RENT
MODIFICATIONS
DRAWING NUMBER
DRAWN HCC -DWG
CHECKED F w
BROWN AND CALDWELL
HILL AND INGMAN R W-
CAREY AND KRAMER
BECK AND ASSOCIATES
Nk
-11
SUBMITTED RECOMMENDED
SCALE
APPROVED" - !,_L:�_ z APPROVED — '�
i �� .�. <.,��._ /� , f� �. APo fie-' QS NOTED
-Metro
c
JAN' I �64
SYSTEM
TO MAY CREEK CROSSING
STRUCTURE
SHEET NUMBER
Design Engineer - Metropolitan En eers
Project Engineer- elropolifon En veers
Chief Engineer - Metr,Opo icon Engineers
For
Metrop� ton Engineers
For cipolity of olita Seattle
DATE
OF
I I
PRO V70 E TWO LIFTIA(a R(A16.5
7 =0 c/r SYM ABT. l;t OF PANEL -
SCE E //1
8 PRFCA57" PANEL
,#b e 8 t, OF - RANeL. —�
4 @ /CS - -
/ a
d
. d
- F/LUER (FIBERGLASS
ROPE YAR1V) -- - -- -
- --
IGAS- (TYPE —
25.
;:5=
i
0
-Q9
N
1 =4
V
u .4
I / -O
4' N07-E : FAN REWF.
AROUND iVUROLC-
2 -O — 2 - #5
T) /O
,4 FWEF
SEE F111 CF a
a
SECTION to
SCALE 3/8' =1' -0
Pill
. d
v •
OWL 5 12
WEL>'3 TO C
' r
• '� 4
0
-4-C - 6AL v
AFTER F'A8R /C4770N
° .w♦
.4
�2 4" N N N
2�2XZ xf4L
o AFrER . 9 ",+ 3 „�
AF3 AJ
@ 12 O/C
1
MFTRo 57-D. T. FcEx J
SEE OET. CIA/ DWG. 3
2 #5x8 -0D1A.
C2 -#5K,5
HOODS
(SPUCE OPT /4NAe,
- - - - -- - - --
e (�
I
2=0
a-
y
N
..5� -�°' /G
SECTION 7
to
SCALE, 3/8' =1' -0
� � r
-4 ”- N07CH G 4O/VC7
�•o o• o o a
C� 6ALV.
PREC457' P4VEL .a '
LIFTING RING
/017�
- 4
% IZT p
#4(F
�1's3 @ /O it
SLOE G ///
L, I3 8
� I
N
4X¢ M13 I 8*
`N I 1
m 494 M 13 1 !
m
�N
� 4�4• M/3 �
o—
D DETAIL II
DETAIL to
SCALE: I' /2 "= 11 -0
SCALE • 1'/2 11=11-0
-8-
-PREC- 5T RANEL . .
25.5 •Q .o,tl,
1645 (PRPS5 URE- Z, MDF
d o Q
-a o ' P
a c a f21,dSPHaLTIC PPEMOL0
-JT.. F /LLER
DETAIL rF�
II
SCALE: I'/211= 1' -0
DESIGNED rILyy METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE
DRAWN iC✓ ?S BROWN AND CALDWELL CAREY AND KRAMER / ��1
SUBMITTED �/ rt� RECOMMENDED GfJ APPROVED �w �x /��rPp1!jl�������(!�� SCALE
HILL AND INGMAN R W. BECK AND ASSOCIATES APPROVED APPROVED AS NOTED
CHECKED C Design Engineer - Metropolitan Engineers Protect Engineer - etropoliton gineers Chief Engineer - Metro it n Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle
I LIFTING LUC-, 44CA7 -6 SO THAT
C-7-A7-6 HANGS PLUMB WI THIN f %¢,t
WHEN SUS)0CNI)C -D /3Y Tf /C LUG•,
4
l
DETAIL
II
SCALE: 3" = 1' -0
¢.I
4,t 4 A4 /3
u13.8-
o
9
?�K2�2u13.8�
G -7/ NOTE
JMIAKC- ONE 4Arr
SLIDE: GATE
ELEVATION
SCALE= 3/8' =1' -0
FILER 202 C
DATE JUNETI963
RENTON
SYSTEM
.y. r%.
~SECTION 8
SCALE: 3" = L I' -0
M'
TYP
CaNr.
P of
4x 2f 013.8
a �� COerA . SS f34NO Wl,%+ F`H/3
4__ 5,S. MACH, SC)QEWS.
Cr,ITC- SEA L lJR/ L TAP � oI/ sT,Q ER
6 c GG
F0577-10N OF SCREWS /N CSK.1N MM
_ sECTION 91
SCALE :3 = I' -0
G. C
P °f w4 S "'tiy�2
c o
z
p` �f p �v
F GIST 0k
Lo
Q�\O o WA 11 <,
CO 0
z
10451'� AS CONSTPUCTED
9 Fs GIST E�
. S�4 EN
DATE AMe0l /l; 1964 NAL
DRAWING NUMBER
EASTSIDE INTERCEPTOR -SECTION 4
MAY CREEK CROSSING STRUCTURE" SHEET NUMBER
I I OF 11