HomeMy WebLinkAboutS-072103t
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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.
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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�"
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,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
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oQ �� of WAS,y�L Fl
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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