HomeMy WebLinkAboutS-287104G
d
SEC. 5 ,TWP.23 N ,RGE. 5 E W.M.
y
36'
! 6 "PVC 8'
O
14 SS SVC.
(IN) 290.97
303.4
(TYP)
27
26
303.5
303.5
r�
3 SSMH #2 -60"
1
14 W INSIDE DROP
0 +8
STA. 11 +84.79, 1 Z
RIM= 562.6i 302.48 (AB) _
-
IE= 478:93 (OUT) 278.52 -E (AB)
IE -4:FB.6 (IN) 278.62 -S (AB)
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IE= 493-48 (IN) 293.07 -N (AB) m
,
- I 1
15 SS ES'M T
2 SSMH 4 -4 TA.
9
14 S
25
14+67.88, 8.0TR (AB) I "
(AB) 295.53RIM =295.6 �° 23
24
(AB) E- 280.251E = 289:36 (OUT) 03.5
303.5
(AB) S 280 IE�=28p. (IN): 150'
ol, o ..=
CV 45'
1 1 N189'07'21 E 189.60'
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I
�I s 9 -
22 1 -_8 SS D
41'
-
IE =23 736 (IN) 278.04 -W (AB)
AN ALTERNATIVE TO
DIP SHALL BE C900
CONTRACTOR USED C900 FOR SEWER
INSTALLATION (AB)
ALL SIDE SEWERS
SHALL BE 6" PVC
2% MINIMUM SLOPE
284.4 13, 0 +16' . / 10 1 �� SIDE SEMIFFt INVERT TABLE
4 I
O �13x o
I
0. 30 0 29'
297.5 + 5 T 17' Pte/% 0 +.44 61.
SSMH 3 60' -�
j 14 W /INSIDE DROP 4 G J
GF G 2b X25
21 4T 9 STA. 12+ 4.41, 31.98'L l 16' 1 ACCESS
)- 0 +58 25.5' Q 'yam $' I ASEMENT ":
f 24.8 10.5' +62 O 301.99RIM= AB)8 7 • s 5 Q 4
m (OUT) 279.03-N (AB)
IE= (ICJ) 279.13 (AB) f 303 0 301.5 299 5
ZC'
47'
AS-BUILT
GT N
I P
(IN) 290.97
303.4
303.5
,W
1
3
291.71
r�
1 1 +12
285.0 10'/'
1
0 +8
N 89-07'20" E
1 102.63
6
-
�r �
�
3 11= _
03 5 -
,
- I 1
15 SS ES'M T
EX. SSMH AB
9
I 7.5 Rff z�� RIM= 284.71 (AB)
�
25
9c561fr
'_
I E= 277.75 -OUT,E (AB)
18 (AB) [E=277.87-IN,SW (AB)
e
11# AB _ a _ �. _ _ - A
2 (�B) o
�8 SS DIP
S= 6c563Jr 0.39% (AB)
a7/ 0.53% II o
78' r8 "� S DIP �S =BfjA 1 P o
SS H 1 -4 "
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",:
RIM= 49196291.89 (AB)
- 4-N AB
IE 4'3-8@ OUT 277.9 E
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l � `
I
�
5'�'
"55 PVC
-
IE =23 736 (IN) 278.04 -W (AB)
IE 291 50 ,
rtA DRAII4- E CATCH s --
�8
282.40
16
I ,1
AN ALTERNATIVE TO
DIP SHALL BE C900
CONTRACTOR USED C900 FOR SEWER
INSTALLATION (AB)
ALL SIDE SEWERS
SHALL BE 6" PVC
2% MINIMUM SLOPE
284.4 13, 0 +16' . / 10 1 �� SIDE SEMIFFt INVERT TABLE
4 I
O �13x o
I
0. 30 0 29'
297.5 + 5 T 17' Pte/% 0 +.44 61.
SSMH 3 60' -�
j 14 W /INSIDE DROP 4 G J
GF G 2b X25
21 4T 9 STA. 12+ 4.41, 31.98'L l 16' 1 ACCESS
)- 0 +58 25.5' Q 'yam $' I ASEMENT ":
f 24.8 10.5' +62 O 301.99RIM= AB)8 7 • s 5 Q 4
m (OUT) 279.03-N (AB)
IE= (ICJ) 279.13 (AB) f 303 0 301.5 299 5
�lill/W�i -' 7- 1871 -a 7 -187
r o .
T
ZC'
47'
AS-BUILT
1 a�
°
10 IE=
I,1
(IN) 290.97
303.4
SE (AB) L-
303.0
278.42
1
3
291.71
r�
1 1 +12
285.0 10'/'
1
+0825.5'297.0
5 O
O ? �
0
6
-
7
N2.07
I
8
9
N 89'13'58" E 252.58'
10
281.62
e
11
281.87
SSCO #1
14 RIM 301:31 (AB)-
282.78
0
m
1� I 119 1`�
47.7 +61
85.3
111
11
+57 26'
295.5
282.62
IE 291 50 ,
rtA DRAII4- E CATCH s --
15
282.40
16
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17
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w
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19
12
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o
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21
2Z11.67
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81.26
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_ -
-
280.90
. \• - II
17 86'
a l
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I �� - ..
13
f ` 47,' 291.5
2 50
_. _.
N
m _
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IJ. I
26
145
1 286.1 y
;2 +52
3 O
3
�
61111
295.26
+_
`!I �'; I
285.9
23'
_
6,
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c,
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II'T
II
i 16 F
If 15' STORM
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291 68
ILIVi
IF 8 ,� -
a -
IF 1 �%� n
E SSTOR
28554
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1E / 18- 61 1
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N 49'13'58" E --
_
_
252.55'
SSMH #5 -48" STA.
-
qq
17 +229 8 731 (AB)
z
RIM =28�z- 26287.21 (AB)
IE =28i.79 (8 "OUT)281.78 -N (AB)
I
IE= 281.96 (II
�lill/W�i -' 7- 1871 -a 7 -187
r o .
T
AT SEWER INVERT
AT END OF PIPE
AS-BUILT
1
278.53
BY:
2
278.42
DATE:
3
291.71
r�
4
292.43
5
O ? �
0
6
7
N2.07
8
9
ww1
10
281.62
11
281.87
12
282.78
13
282.79
14
282.62
15
282.40
16
282.90
17
283.05
18
2827
19
282
20
28 .91
21
2Z11.67
22
81.26
23
280.90
24
280.62
25
280.38
26
291.26
292.25
61111
295.26
N
SCALE: 1" =40'
CONTOUR INTERVAL = 2'
40 0 40
ti DATUM: CITY OF RENTON
BENCH: ELEVATONS HEREON ARE BASED ON CITY OF RENTON
GPS SURVEY CONTROL NETWORK MONUMENTS.
BENCHMARK #334 TOP OF BRASS NAIL SET IN
CONCRETE MONUMENT AT INTERSECTION OF JONES
AVENUE N.E. AND N.E. 24TH STREET, ELEVATION =
244.34 NGVD 1988 US FOOT.
BASIS OF BEARING:
BEARINGS HEREON ARE BASED ON CITY OF RENTON
GPS SURVEY CONTROL NETWORK MONUMENTS.
SURVEY & TOPOGRAPHY:
COMPLETED BY RCA /HUITT- ZOLLARS
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30A.M. TO 3:30 P.M. ON WEEKDAYS
UNLESS OTHERWISE APROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222 ALL STREET CLOSURES,
PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCED. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCED.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ( STANDARD SPECIFICATION FOR MUNICIPAL PUBLIC WORKS
CONSTRUCTION) PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST ADDITION
(APWA) AND CITY OF RENTON STANDARD. SPECIFICATION.
4. ALL LOCATION OF EXISTING UTIU71ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT OF THE LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION. (INSPECTION WALL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS ON ADVANCED OF BACKFILUNG ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHER'S ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO
ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON. DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
9. A COPY OF 71AESE APPROVED PLANS MUST BE ON THE JOB SITE WHEN EVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL SUPPLY CITY OF RENTON WITH AN AS -BUILT DRAWINGS OF THE SANITARY SEWER SYSTEM
WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR UCENSED PROFESSIONAL SURVEYOR.
11. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKRLLED WITH
CRUSHED ROCK AND MECHANICALLY COMPACTED. CUT INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH A SAW
IN A CONTINUES LINE. A TEMPORARY MIXPATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTRIBUTED AREAS SHALL BE SEARED AND MULCHED OR OTHER WISED STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
SECTION 7 -02.3 1 OF THE CURRENT STATE OF WASHINGTON STANDARD AND P Fl FOR ROAD AND BRIDGE
() SPECIFICATION CATION
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL AS WELL AS THE PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT
THE ENTIRE LENGTH OF THE PIPE WALL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE
IRON CLASS 50 (DIP). AN ALTERNATIVE TO DIP SHALL BE C900.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
/ SEE PLAN VIEW FOR AS -BUILT STATION, X
LENGTHS, AND DEPTHS.
5=28710A
MW
CALL 48 HOURS
3EFORE YOU DI'(
1 -800- 424 - 5555
I
RECOMMENDED FOR APPROVAL
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
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p GROUP FOUR,Inc.
16030 JUANITA- WOODINVILLE WAY NE
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BOTHELL, WASHINGTON 98011
(425)775 -4581 • (206)362 -4244 • FAX(206)362 -3819
21101 SURVEYING ENGINEERING PLANNING MANAGEMENT
FILEYNIEI J, --- - 3UILTS\SV 40-MS.LS2 -0 JOB NO.: 00 -8015
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UPDATE➢ NAY 13 2001 13,3J�31
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