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SEE SHEET C5. 09
p » 8LF 6"�--80LF 6' P 81F" 8LF 6� 429.8 330780 LE 5 I 15' BLOG ®0312 0.4087 PVC 0.55� 6' /E P C6 PVC ®08562VC 6' lE 423.26JENNIFER /�i�\\a� I : 'E419.00 ®0.47506" /E 420t
82 0 0.6950 ®�7� u u I PAD 9LF 6" P
SETBACK (TYP) / 6" /E 419.50 420.00 6" /E �"� 6" IE 421.82 y HI 41 429.8 0 0.2678 LF 6' PVC
NUF
/ �E 418.50 53 � 54 55 56 57 58 421.32- 59 -, \ I 6" /E 423.26 �� 100.
PAD PAD PAD PAD PAD PAD PAD „_ 15 BLDG SETBACK (TYP)
\• W �`L 42�0� 426..0--426.0 426..0 428.3 428. T 428.3 , ' Q �, 9LF 6 P -
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l: �I I -I _ i �� PAD 6 0.� 56 y, F �'F%� _TOP OF SLOPE (TJ
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42 4298 oc 6"P
423.26 f. 0.1790
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\�IW I I/ '(CR/T/CAL AREA) l 4 •, 43 2 10LF 6" j
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�� ® 0' I 428a TRACT G ()AL
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�= f I - 6 /E 422.92 f \ EXISTING TREE
52 51 \ P PAD 48 47 46 �1 • : s' /E 422a5
TO BE SA VED (TYP)
l / 0 435.0 PAD PAD PAD �� » 38
SIDE SEWER PAD PAD 6 /E 427.96 4333 433.3 4333 44 29.47 ®0.3930 AD �
435.0 435.0 9LF 6" PVC
PER C. O.R. STD DTL 406.1, 6 /E 427,ff _ J
SEE SHEET C5. 31 6" /E 428.46 � �53 _ "' � � ` 1 6' /E s" lE 422.75
\ » 19LF 6 6 /E 426 83 6 /E 426.33
" „ PAD 422.42
\ (TYP) 19LF 6 P p pr 19LF �6' P 9LF 6' PVC 6 /E 425.83 t�5 429.4 »
/ ®0.2316 ®02811 ® 0.3695 0 0.J563 9LF 6" PVC 9LF 6 P OLF 6" PV
\ _ / It ®.41 �_ 0 ..4422 0.1835
I
- O IF 42796 N. I
19LF 6" P 3+Uu T_ f
� SSMH 17
I' 4 TRACT M / I'
9046 \ - (OPEN SPACE) ` SSMH 9 �% 4 SSMH 19 /
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A K NSO DN W SSMH 15 12LF 6�' PV 2LF _6" Ply 2LF 6" 13LF 6" 12LF 6" J p` I SSMH 16 " I I \ \
l ®.3567 ® 0.3717 . PVC PVC pVC 2LF 6 PVC " r LF 6 PVC I \ \
" p 0 0. 933 8LF 6'" PV 8LF 6 PV 8LF 6" 7LF 6" ®0.2500 \ ��
\ i / 6" IE 6 /E 0 0.450 5j69 0 0.6733 "�¢ i ' I ® 0.7112 a PVC \ \:�.O.",686VC
/ 42 ..61 428.61 -6"If- 6 /E 0 Q 7925 6" IF 419.40
6" /E s" lE I 6' IE 422.60 I 451' 12LF 6"PV 427.61 426.62l \ 6&IE F 62 PV QslE 6IE \ \
\ / . 426..62- 426.62 IPAD PAD 06"lE�rj( I G 9i ®0.6288 422.1I2�6�PAD PAD PAD PAD I ® 525 420. PAD PAD 41 PAD ��, 0423059ESLLC
i-AC.• » PAD PAD PAD
434.9-, 435.4„ 42' .61 43¢0 4326 432.5 432.1 J I « .; . • 6 /E 423.6 0 I I N N P
\ 434.4 - F 429.5 429.0 428.5 427.9 426.4 426.4 d APN RAPE
I L -IL y i � I I PAD � \
\ \ _ 24 � 25 26 27 28 29 ti� 30 - I NI
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\ I ..1 - --- I - �/ 31-r 32 33 34 - 35 . i- 36 �1 37- l T No.
TRACTA / I JUSTME �0282,
• : • \ (ACCESS & UTILITY)
/. IQ TRACT B • 'p - I ON LOT 06 ELLD 000093
j- (ACCESS &UTILITY) <..1 I I ICY pF RE�UA,042op5p822Y
I L.L•A. N REC NO
23 -r 22 - 21 20 19 18 - 171 I - 16 =` �_ -
\ I PAD ,eAD� PAD' PAD PAD PAD PAL' PAD 15 "'-14 1 13 a ' 12 11 L 10 l I
438.4 4384 4384� 436.9 4-5 4J3.5 432. ! - 427.8 PAD PAD
I I PAD PAD PAD PAD
lI 6 /E, 431.43 43093 - 6 /E 427.96 6" /E I I I / ' 6 /E N " 1 425.9I 425.9 425.9
\ i " ' 421.30 4278 4278 4 8
11
1LF 6 PV 12LF 6 P 426.46 " 8LF s PV » 8LF 6
® 0.2464 k 13LF 6" ® 11LF 6" 6 /E 425.48 / � ® 5888 � 6 /E PVC 6" /E � 6" /E 6" /E
6" lE 431.93 PW ®0.5P VC318 1LF 6 P14 °�L� 421.80 42080
0 6 4 �8 419.0 418.93 41843
00 08 6 IE 429.93 00. 73 6" IEIw 8LF 6" & P ' 8LF 6' \
EX/STING OFFSITE TREE 3LF 6' PVCL , . 8LF 6 P PVC 420.30
1LF 6" PV ® 550 ®0. 100 PVC 0 0.2375 I PVC
`� 0 0.301 I 0.3 37
TO REMAIN (TYP) I 0 0.2 82FMP o , .�• ., . - -- 1713
91' 4 SSMH 12 _ - 19f 0 L
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0420VO I '"I ` 21 00 . SSMH 11
A PHUONC MY Z R :o NIF 11N I 15
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' I 25LF 6" ' 25LF 6 25LF 6" 25LF 6" 25LF 6» •" 1 \ / " 9235 C
PVC PVC PVC 25LF 6 25LF 6 I p5� LL
6" /E PVC PVC •,' I PVC 25LF 6" 25LF 6" N p423 pCIATES
g262 P PVC PVC I AP ASS
3 p5, � ®0.02 429.09 ®0� 1 0.2280 ®0.1784 0 0 1 l PVC ti I &
N 042 �ApWIN 6»lE / f�I a O - 0 11 2 ®0.1�7 0.0880 _ ®0.0 72 I I ()AL
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428.55
427.05
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434.5
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SCALE: 1" = 30'
0 15 30 60
SEWER LEGEND
SEWER PIPE
SEWER SERVICE
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
1 I SD SD sD SD � 10/11 /23
zz
SD --� SD -_
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UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
M J S
7/26/23
HHH
SURVEYED:
SY OTHERS
SCALE:
AS NOTED
K E L
9/ 12/23
HHH
DESIGNED:
HOLLI HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
HOLL/ HEA VR/N
AT FULL SCALE
IF IN ACCORDINGLY
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425511
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023
N
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
SEWER SERVICES PLAN C5_10
SHEET: OF:
46 93
0
0
N
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