HomeMy WebLinkAboutS-42780600
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STA: 10+62.05, 36.50 Li' ► I 00 STUB /00'V7 pa A: 1 +74.20, 39.50 LT
I' IE: 380.50 6" (S) - _ A�1 I� STA: 12+39.37, 36.50 LT / r IE: 38 .60 6" (S)
Z 294 LF 8" PVC @ 0.50b/0/ IE: 379.20 6 (S) / I
/ I 33 LF 6" PVC @ 11.07% -
FOUND BRASS DISK WITH 'UNCH SET IN CONCRETE 32 LF 6" PVC @ 4.53% /I
IN CASE MONUMENT a a 34 LF 6" PV --
- 6.13'0
00
S + M
SSMH #1 I - I �- S88° 21' 14"E -I 327.69' �- -S -4 � - 4
SE 5TH PL SS
SE 139TH PL - 13'i-00
II _'SRS5 5.55H18" 0 M26" V \ -
•� I )=376.0' H10 F10"
IE 8" DI (S) = 376.10' C14 tom^ 1n C. 0/18
S52ND AVE E 152ND AVE SE STA: 29+95 = "F10" SHED(TYP.)
CB 30'vv
RIM = 384.97' `� I I SE 5TH PL STA: 9+99.24
IE 12" CMP (N) = 380.95' G7I / T "e P"1 n" n
IE 8" CMP (E) = 381.34: \ I SE 5TH PL STA: 12+96.92 = 45 LF 6" PVC @ 2.48%�
IE 10" CMP (S) = 380.8
IE 12" CMP (W) = 380.87' II I 153RD AVE SE STA: 50+00.16 v 1
� / I
/ NO DUMPING
STUISTA: 13+72.33, 39.49 R
/ I IE: 379.60 6" (N)II
390
385
PROTECT EXISTING
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APPROXIMATE
DEPTH/LOCATION.
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
41-117
PROTECT EXISTING
WATER LINE,
APPROXIMATE
DEPTH/LOCATION.
CONTRACTOR TO
POTHOLE AND VERIFY
LOCATION AND DEPTH
375
370
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PVI: 385.01
PVI
STA: 10+25.94
K: 10.00
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PVI: 385.81
PVI: 383.80
PVI STA: 11+05.51
PVI STA: 12+66.00
K: 17.78
K: 26.24
A.D.: 2.25%
A.D.: 2.48%
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65' VC
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STUB
STA: 14+32.64, 9.50 LT STUB-
IE: 381.10 6 (S) STA: 15+71.33, 39.50 LT
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PTA: 15+33.09, 39.50 LT
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IE: 382.00 6" (S)
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W LT
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36 LF 6" PVC
NO PARKING ANYTIME
_
3 F 6" PVC @ 7.72%
@ 8.76%
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RIM = 390.32'
IE 12" CPP (SE) = 386.99'
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38
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SE 5TH PL STA: 16+54.54
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SSMH 6873
389.76'
EXIST SSMH #MH6
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M 378
/ 37�
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/ �(� RIM = 387.32'
IE 18" CPP (N) = 382.95'
% IE 18" CPP (SE) = '
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LOT 1
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SIDE SEWEfRI°
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SSMH #5, 48" SSMH
LOT 4 SI
E SEWER
S
: 16+43.76, 3.08' LT
4
RIM: 388.97
IE IN:381.84 (8"S)
STORM
SSMH #4, 48"
TA: 15+62.83, 3.0
SMH
IE IN: 381.84 (8"N)
E OUT: 381.74 (8"W)
' LT
SMH #2, 48" SSMH
CROSSING
RIM: 387.38
SMH #1, 48" SSMH
STA:
12+90.84, 4.20' LT
IE IN: 379.39
8"E)
ADDLE MANHOLE
RIM: 384.03
CONCRETE 3
IE OUT: 379.29
8"W)
TA: 9+97.31, 3.23' LT
IE IN: 377.92 (8"N)
ENCASEMENT C6.3
IM: 385.53
IE IN: 377.92 (8"E)
E IN: 376.25 (8"N)
IE
OUT: 377.82 (8"W)
E IN: 376.35 (8"E)
E OUT: 376.25 (8"S)
EXISTING GRADE ELEVATION
FINISHED
GRADE ELEVATION
AT CENTERLINE
AT CENTERLINE
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9+69.23 10+00
0
0
�O Y
Know what's below.
Call before you dig.
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
SE 5TH PL SEWER PROFILE
SCALE: H:1 "=30', V:1 "=3'
OF WASa,; ' f
"ZoC-,so
T 7,
�sSIONAL �1
09/10/2024
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
SURVEYED:
DESIGN t / RI
2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: I GB
1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHEII§K/ MW
NO. REVISION BY DATE APPR �APPROVED:
390
385
380
375
I
GRAPHIC SCALE
0 15 30 60
1" = 30 FEET
370
(7
LL
14+50 15+00 15+50 16+00 16+50 16+75 S - 42 7 8 0 6
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY � �'
jstowell 11 /26/2024
DEVELOPMENT ENGINEERING
H H uyn h 12/04/2024
SCALE: DATE:
VERTICAL: NAVD 83/ ' MAPLE HIGHLANDS / / HORIZONTAL: NAD 1983 1991 CITY OF 9 6 2024
[vA
FIELDBOOK:
RENTON PAGE:
ONE INCH DUM V41• AHBL JOB #2221005.10 DRAWING NO:
AT
AT FULL SCALE Planning/Building/Public Works Dept. SE 5TH PL SEWER C5.4
IF NOT ONE INCH
SCALE ACCORDINGLY
PLAN & PROFILE SHEET: 33 OF: 39
R- C5.4
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