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PUGET DR SE SEWER PLAN AND PROFILE
SEWER NOTES:
�
I \� CAUTION: PETROLEUM PIPELINES
\ FOR CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48
1. SEWER PIPE SHALL BE 8" PVC
NOTED OTHERWISE.
HOURS 2. SIDE SEWERS ARE PRIVATE AND
SDR-35 UNLESS
SHALL BE 6" PVC
CV
0 10' 20' 40'
PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL SDR-35 @ 2.0% OR GREATER SLOPE.
�\ `
l � . HARMONY RIDGE PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
`� MATERIALSAME THE SEWER
MD
n
\ � \
BP FIELD REPRESENTATIVE
C.O.R.
ESPER
4. SHALLOWMANHOLES
ST PLAN 400.2
SCALE: 1 "=20'
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. GARY GOMEZ
(206) 510-0575
KEYNOTE
SSMH
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CONTRACTOR SHALL POTHOLE EXISTING
CITY OF RENTON, KING COUNTY, WASHINGTON
i
RIM=417.72
UTILITIES TO CONSTRUCTION AND
WOOD
8" CNC IE SE=411.67'
W
VERIFY EXACT ELEVATION. CONTACT
TEL MARKER
POST
FENCE
N
8" CNC IE NW=411.57'
FOUND 3/8" BRASS PIN IN CONC.
SITE MAP KEY PLAN RvLLiivG n1L_L_S " LLI
ENGINEER IF CONFLICT EXISTS.
ROL�.I;If;; HILLS
TEL
VAULT
0.89 BELOW GRADEINTX SE 19TH ST & PUGET DR SE
NTS JI�.�.,",:�E �;��v�ES EX 16 CI WATER
A IV /,�vvtV V ROLLING HILLS 490 (' %
"''"' 7 ;uc�^-^860 WATER MARKER
`JI1L.�.,"-,:%E �;OkvAES
A PNl -' 10"'^ ^''''^
II�IV /,/vvlV-vLLV
GATE
N
(JUNE 2022)
PRESSURE ZONE JBOX L Z a POST
EX R W
W
12`" ADS
I
/ EX GRAVEL
EX 12" DI WATER EX ADA ; J EX ADA 12" CNC
J
CULV SW
CULV NE
/ TRAIL
ROLLING HILLS 590 RAMP _I RAMP=433.73'
o �, Q.
PRESSURE ZONE O IJ
0
=415.48'
ti
/ EX SIGN
�� EX UNDERGROUND
\ (BURIED)
_.•
438 .CNC CULV NE w
��$.....
—
`}
LIGHT
JBOX
yam......
w
T(UG�
_
---- 6c
12 ADS CULV SW TELEPHONE LINE
_ ...............
_
-----_� ... E
— — — ... E ....
T c
rNG) / NG) r uG
—W W
....-. ...
WATER
2.. .4-34... 436 4.32.28' :0 W MH 40
(TYP) 43 ..... ..... ................. ...-: : ........:..::::::::...... :......_.
�................ 428 430.. _
....................................--...................................... �B�URI�D} . ...... ..
....................
.................................................. _ _ _
42� .............:
42 �•........ .......................-.-. m .... T U
.... -�-�-�- .... .... ( w• _T(llG)---T � �UG�--�U — U w TU�� VT(UG) T(UG)..--..i(U�)..- T(UG)�_"--,...-.-.-.
T{116) ..T(11C) TUC - T T( ) { C) .. T(UG) T(UG)...... T(UG).......... T uG rn im � � — — — — — — � — � — — — — — — — — — — — ........................
(— _,u. _ c, , , TUG) E�-) , . E �r
-• T - w WARNING EXISTING 16" OPL
...--.....� W W..--._. W W �.> y\yu� ...— .
— W W W W W W W..... W W W
HYDRANT
/
(�cs)
/ /
...._..-....
.—
- -....w •- / ..... ...........................
.. . PETROLEUM PIPELINE SEE
W
0
75
-------- w----
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---
--- W'_______17-Aq
/
___-______W_ W _EOA__-w
------ -
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-------- WATER MH SIGN I `� _
_ - iN - w �V - w - i i�i - - - - -+/ - J w S
�p POTHOLE NOTE ON THIS SHEE
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CUT INTO
EX I Ex SIGN
GJ
P U G ET D R S E
EOA
SEWER LINE
AND N
I
I 1 2 3
Q
INSTALL MANHOLE - -----
tip.
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--- -7`-----------LSSMH#----------------------------=----------- v-------------------- -----
240 LF 8 SS ------- --------------------- 2-------------------------- 225 LF 8 SS --
SSMH#3 t�
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SSMH#1- - ----
----- ----------------------=- N---------'--------------------=----------W-------------------------- " --------------
-----------------
----------=------------------------------------�-----------------------s"---------- - - --- --------------------
--� I �..'
GAS MARKER O
STA 49+96.17 O
BEGIN FULL LANE EX 8" WATER POST
EX BUS
GRIND AND OVERLAY STOP SIGN :
G GG GGGGG— G GGGG'—EOA-GGGGGG--G—GGGG—GG
--------------------------------------------------.------=-_�
EX
V.'.. .�..''•.
LIGHT T(UG) T(UG) T(U T( G) T(UG) S S} -'- T(UG) T(UG) T(UG T(UG)
�P
'
O 0------------ " " �O------'-------------- -
SAWCUT O I --------------=----------------------�.------ --- 12 STORM-------------------------------- ----
(TYP) EX 16 , I -------------------------
GAS MAIN BEGIN FULL STREET I I
"-. STA 52+08.54 �--------------------------------------------------------------------------------------------------- -----TIT:
•. I I EX DITCH
•GG GRIND AND OVE , , ••-.
RLAY------------------------------- I �� G
--� =G- -�--- 1 G-=�-� G - - —6— - -6-- — -=-G --� G_—S — S--_G _—� —Sz— ---� �- —C- G -- -T [^_-----�-- — -- � — G - C-- G — G G
SIGN.'-. GGGGGG'.—GGGG GGG� G G - U
TUG T•UG TUG T(UG) T(UG)'� T( ) T( G) T G) T( G) Tp�G (lf G� c(��G� P(�! P(UG) P(UG) .. P(UG) P(UG) (liCiT T(UGP)(UG) TUG (UG) TUG (UG P G� '�
( ) ( ) ( ) P(UG� P(U�� P(UG� P(U�7 G) T(UG) T(U TUG TUG G� ( ) ( ) lJ T(U� T(U ) T(lIG) TNT
'•-....... )P(UG) rd`)
I I O'-o
O
.. I I
STA 54+67.57 15.88 RT
' ' END FULL STREET GRIND. wEX
I AND OVERLAY EX
16"GGGG
c — G — G — G c — G-EOA _WATER G
G Cp
f8( ( �(tlGr (tiGI ( P(UG) P(UG)
- Ot �1
16"
GAS MAIN
G G —
P(UG) P(I
JBOX
VGA I'.
IP(UG) --- P(UG) ..
_
. 9�w . -
-. L -..
P(UG) G) P(UG) P(UG) P(UG) P(UG) P(UG)-.......... (��)......
'•... .•...i/
"'- .. UG PUG) P(UG)' ._ P(UG) P(UG) )T(UG
........... ..-.P(UG)..... P(UG) -'•'•.- .. ..... P(UG) ..... �r P. (�G \ -.�...
... p( ) .... ........... ) ..
P(UG) P(UG) P(uG)... - ...................................... EX DITCH'(GG> P{UG)................ ...........1.2.. CNC CULV-.NE - - - .......�--...... -. _
....P.(llG).......... ... (UG) :........ P(UG) .......... — - — — —
..-....."'•"' .. F� ... .::.
- ....._ '- — .. -
�(U
. _ .....,�... ...............
....... ...
G- - — 7— P(UG) UG) P(UC
J X �.
-
EX ADA EX ADA
RAMP.
RAMP ~ N RAMP
G T(UG)
r(u)
EX SIGN ...............
`:. jNG�
:: O..- .......
— — — .P.(UG�
F� G} F—: °�� ... ... PUG ..?
Ems- - - - - - E EX UNDERGROUND— ...E=433.26 :'.... .....-. =
12" C CUL LIGHT ...•�
... IA( .... POWER LINE (TYP) ••��-��•I
LIGHT JBOX S- .
. -42 50'.....V _. JBOX-.... 12" CNC CULV SW_'18" D NE �\
5. I CULV
1. ...r
G) .... ...�. ..
� \ i , ,•.. ----------
/
O
-` - -
.................0..
-.................................
=12" STORM
EX- HEDGE
... ..
» ....=433-.74
...... .. ...
12 STORM =
.430 O 436 52 CULVERT ❑
-.. - .........432.. ..-...-...- O LIGHT /
E
...-..... MOVED
.. P R I N OF
O $..-' 0....-. ...... Q............................. JBOX TO BE R ��� »
12 CNC CULV NE ...
�2 O 18 STORM X
j
„
.-... - 12 CNC
r�
I� G I
i � • ti ..-'��'� 12 CNC CULV 'SW
�`L=417.49.-'
_ ........ ......... ....--.... EX WALL POWER
O
�.- -. ...---424.83 `�. O:• .436 O . � .. .................... ...-.
VAULT
E
i SSMH#4 RELOCATED
CULV NE
W
=412.67' II I
:_ _
WOOD
EX SIGN �;�` FENCE ..
.................. _ _ _
—
X. R/W ii i — ii — ii TION OF EX DITCH I �................ ...... EX R W E POR
/
l '. O O a WOOD I TO BE RELOCATED I w w w w w
„T, ^� �AIr
FENCE EX HOG I R-
` ! ' 01
VI W
2 T^"1 "1„11„CAI r11AT
:. .. ..� �. VI V I V\7V I LI V I rill I
�� EX OFFSITE TREES TO GATE I �i
Dill 1 11 A A I /,r A I 1, �� "If,I 1,/r-� A /1 WIRE FENCE
VL_L_�Vlll V .-cRIIL.L/ -� 1 V.�V 1 BI,V BE RETAINED I 18" DI CULV SW I
) ""'
" iil�V 2l^l'�
,,
c ..
WATER
METER &
A a" I ,cc ;^ ,ten^
CB STD GRATE i�= �� ��---� l„ 14 �'.'.. ,,V-1",V
RIM=416.74' CB STD GRATE
WATER METER RIM=416.82'
12 CNC IE NE=413.74
:• (TYP) A rlr �, A TR1/,1(
I „ �T11 - WOOD I T->A" /,A/,AI I BL/l1IL r 1, I Iv=436.86' CULVERT
S & r c I H i R1 r1Vn,nv „A-�-� 11 T1 1
A pA 1 -. �;, ; ;^_,�-.^ FENCE A DI, -• �"� ^_,��^ 1vIflRR+uVui T rT
'" '������" '_"' " '�/���/� '��� ^DkI �,;aa;0_�2�0 TO BE REMOVED SEE CONTINUATION ON SHEET 39
DCVA EX
& DCVA
12" CNC IE SE=413.39' 12" CNC IE SW=414.32'
SIDEWALK
12" CNC IE SW=413.24' EX SIDEWALK
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S-436014
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING
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WASTEWATER UTILITY
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49+80 50+00
51+00
52+00 53+00 54+00
jstowell02/05/2026 '
CALL
BEFORE YOU DIG:
SURVEYED: SCALE:
1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/2 TJS
H 1 "=20' HORIZONTAL: NAD 19B3/2011
2 CITY REVIEW COMMENTS DATED 9 25 2025 ANG 1 5 25 TJS v HORIZONTAL. NAvo 1988
1-800-424-5555 / / / / DESIGNED: �K V 1 "=5' CITY 0 F
PUGET G E T D R S E SEWER
PLAN AND PROFILE
DATE:
1 6 2026
//
FIELDBOOK:
>
BENCHMARK
DRAWN: RENTON
PAGE:
3
J
DATUM
TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN
0.76' BELOW GRADE IN 4X4 RK ONE INCH DATUM
HARMONY RIDGE
DRAWING N0:
J
7
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT
IN MONUMENT CASE AT INTX 116TH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
BJT NOT ONE INCH
ICHIJO USA CO. LTD
L)
HORIZONTAL DATUM: VERTICAL DATUM:
NAD '83/'11 NAVD '88
SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH
N: 172240.27, E: 1304612.10 N: 171833.64, E:
ST (JUNE 2022) (NAD 83/11)
1305874.10 N0. REVISION BY DATE APPR APPROVED:TSCALE ACCORDINGLY
, ,
1406 140TH PL SE, SUITE 104, BELLEVUE,
WA 98007
SHEET: 40 °F 66
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