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UTILITY CROSSINGS KEYNOTE
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P U G ET DR SE PLAN AND PROFILE
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IE 18" SD = 437.10 IE 16" EX GAS* = 420.22 CONTRACTOR SHALL POTHOLE EXISTING
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FOR
T/P 8" SS = 426.16 T/P 12" SD = 417.25 UTILITIES TO CONSTRUCTION AND
VERIFY EXACT ELEVATION. CONTACT
_
QIE 18" SD = 436.83 IE EX TELCOM* = 425.97 ENGINEER IF CONFLICT EXISTS.
7
`�` HARMONY RIDGE
T/P 12" SD = 424.83 T/P 12" SD = 417.23
0 10' 20' 40'
%�
IE 16" EX W* = 427.86 IE EX POWER* = 425.58 CAUTION: PETROLEUM
0 �
PIPELINES
p
T/P 12" SD = 424.12 T/P 12" SD = 417.22
CONTACT PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS
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SCALE: 1"=20'
A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M.
*
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- * - - EXCAVATION
Q IE EX POWER 433.62 IE EX POWER 421.52 PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL
4 T/P 12" SD = 424.82 9 T/P 12" SD = 417.20 PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION.
CITY O F RENTON, TO N, KING COUNTY, WAS H I N GTO N
AIE 2" EX GAS* = 432.15 *EXISTING UTILITIES POTHOLED AND BP FIELD REPRESENTATIVE
WOOD
W
T/P 12" SD = 421.60 EXACT ELEVATION VERIFIED
10/22/2025 BY BARGHAUSEN GARY GOMEZ
TEL MARKER �\ I
FENCE
SSMH
RIM=417.72' FOUND 3/8" BRASS PIN IN CONC.
_
SITE MAP KEY PLAN �� R i�.Luv:i nIL_L_S
CONSULTING ENGINEERS, LLC. (206) 510-0575
POST
TEL
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8 CNC IE SE 411.67 0.89 BELOW GRADE
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ROLLING HILLS 490
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VAULT
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8 CNC IE NW=411.57 INTX SE 19TH ST & PUGET DR SE
; ;�;� ;'„��2U-OEt60
PRESSURE ZONE �IBOX
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MARKER v IL. L.n\7G rl\/IVILv
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(JUNE 2022)
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POST �_'� il i'3991v-v22v -EX R/W
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GATE
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/ / EX GRAVEL . .......
%
C CULV N
EX 12" DI WATER NC E .
=432.28' EX AD
" ; = �
I EX ADA 12" CNC CULV SW
p
j TRAIL
/ EX SIGN
ROLLING HILLS 590
PRESSURE ZONE (BURIED) RAMP
Via. J I J
Q RAMP=433.73'
(BURIED) �$
LIGHT
JBOX
T(UG)
\ ram......
ti..........
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T(UG� .�
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EX UNDERGROUND .. "'- .. ' ..... / O 'J
438.........................: : o
EX DITCH .................................. 4 �WATER'-MH� -�
/ / , TELEPHONE LINE TYP............ ........ ,4.3. .....-.••.-436........................................................................---•-.. ,�,
12" ADS CULV SW 4.`_
( ) .......432..................................................... w
• ...... ...... ,n,�+ ��8... . W
... ...-. A,GV......................
T / /=-4.1.8,09 .............. 30......................................... .. .......................................................................... W
....
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12" ADS
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REPLACE MONUMENT
PER CITY STD H031 �;
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P U G ET D R S E o
REPLACE MONUMENT �. -
PER CITY STD H031
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CULV NE
=415.48'
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--- -(SEE SHEET 32�--------------------'----------------
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------------------------- ----------------� I
41 CTI
STA 49+96.17
BEGIN FULL LANE
GRIND AND OVERLAY
•-
GAS MARKER = o
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EX 8 WATER POST 12 CNC CULV SW
EX BUS
STOP SIGN=417.49'
G GGG G•'--EOA-G-G-G-GG-G-G-G-G-c-c-G-G-GG'.
STA 52+08.54 CB#4-------------------------- o----243 LF 12" SD PUBLIC
WARNING EXISTING 16' OP ------------------- ( )-------------:---------------
SAWCUT BEGIN FULL STREET O I
PETROLEUM PIPELINE. SE �_ _ _______________ ___------
(T'P) POTHOLE NOTE ON THIS SHEE GRIND AND OVERLAY i i EX 16" OPL
, I 6 PETROLEUM PIP-ELINE
I I `•.
5 EX 6" GAS
4 ��------�------------ 3- I o •'.
CB#5 - I I 8 SEWER
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STA 54+67 5 88'RT
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39 LF 12" SD (PUBLIC) I I I END FULL STREET GRIND W EX
I II I AND OVERLAY GAS
16 "
MAIN
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EX ADA EX
P(UG) P(UG) ( ) (
PUG PUG PUG P(UG) P(UG).• - (U�).
T- .. .. .........P.(llG)
ADA %' T(uc> NG) "
EX SIGN 7 LF 12 DI PUBLIC)
P(UG)..........P�UG} P(UG, ...
1.2.. CNC CUL•V..NE
p(�G) - - - -•.o........
........... ........ ...... (U�� .. ..... PNG) P(UG)......... ............. - - G -- P(UG) UG) P(U(
... ... �... E ...E F- : ) ... P G) ...�..
12" CNC CULV NE ::. - _ _� .P.Nc,� �- = 7u�'T 1..... i
E- EX UNDERGROUND . 433.26 -
RAMP � N RAMP :;- �(UG) CB#2 :... .............
n O.. :: O' " '
..
POW R L
=424.83 12 CNC CULV..SW " BOX C
E ' : .... TYP) JGHT 12" NC CULV
EX DITCH
SW'
1 I SEE 29 E EX DITCH
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t-�----
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C B#5 / " - - - -
50 LF 12 SD (PUBLIC) ... .....
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33 LF 12 SD (PUBLIC ...............
) .......=42'5'.50 _
145 LF 12" SD (PUBLIC) q.30. O ..
.... - .
O ::4 O.... 433LIGHT
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74, 18 DI
-
-436.52'
JBOX TO BE
CULV NE �� ETAI
CULVERT ❑ r FORD
F. EX_.......:
EMOVED 436.75 E
R \\�/ "
437.31
12" CNC
CULV NE -
II r I
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Ek: HEDGE
i CB#1
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.... VAULT 26 LF 18 SD
ii .: ii -ii.... ;�/ �� ii .........-
2. 33% '
=412.67
II W
IIII
I WOOD
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EX SIGN FENCE
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EX R W//
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l '. 0 c WOOD
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EX OFFSITE TREES TO
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PO RTION OF EX DITCH I I EX R W
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TO BE RELOCATED w w w w w w
ii \ 6,X6, /\IT\, „� >rA �T/\A I
PROPOSED 1 0 I IVI
1N W
Tnnl AI/\11\/r'NI TIIAT
= �26 VIV IV\�� I LI I I rTn I
I I WIRE FENCE GATE
18" D CULV SW I �I I A �,I.I 2
WATER
I' - aN I - ;cc ;� ,�n�
CB STD GRATE ii ' ii �i -- T nl I V �',,, .,�- 1",�
CB STD GRATE
RIM=416.74'
12" CNC IE NE=413.74' WATER RIM=416.82'
PvL_L_IVInI \�cRnL.� I v\�� I c Bnv BE RETAINED (TYP) P� Tlr �, A T I/\ t
I .' DTI I WOOD I T-, A A I I In A/\I I I ,Ln I IC' r n I Rl\rl
S & C`E-Ir holy rlvn\nv „A_,� ,,,�T„
A P�, -, ;Gv^ ;,,_,,,-,,, FENCE A ,K, _, ;aa �„-^ ,�„ lvinhh+uvvl I rT
'� '������" '_"' IV '\/��\/� '��� „ _,1� �,; aa;�_�2 �0
I CHAIN LINK GATE ni IV `lv
=436.86' CULVERT ����������� �' ����I m I m I m
TO BE REMOVED SEE CONTINUATION REMOVABLE WOODEN
METER
EX
12" CNC IE
SE=413.39' METER 12" CNC IE SW=414.32'
BOLLARD PER COR
SIDEWALK
12" CNC IE
SW=413.24' EX SIDEWALK
ON SHEET 26 STD H021 (TYP)
445
DRAINAGE NOTES:HORIZONTAL-
445
RM DRAIN
UNLESS
SHALL BE LCFjE
TED OTHERWISE.LL
ON Sk
--
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--
440
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248"
=
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415
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SD
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R-436028 W-436007 S-436007
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
405 IE=414.32 1 SW
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)(EXISTING) IE=415.4 12 SE IE=414. (12" SW)
kiz--
IE=416.25 (12" S )
DEVELOPMENT ENGINEERING
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49+80 50+00
51+00
52+00 53+00
WASTEWATER UTILITY WATER UTILITY
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jstowell 02/05/2026 JValdez 02/09/2026 '
CALL BEFORE YOU DIG:
0
1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/2 TJS SURVEYED: SCALE:
H 1 "=20'
2 CITY REVIEW COMMENTS DATED 9 25 2025 ANG 1 5 25 TJS
1-800-424-5555 / / / / DESIGNED: RK V 1 "=5'
vERn�L AD 1 1988
HORIZONTAL: NAD 19B3/2011
P U G ET D R S E PLAN
CITY OF
AND PROFILE
DAB:
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 NO:
J
7
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT
IN MONUMENT CASE AT INTX 116TH CHECKED: AT FULL SCALE
BJT NOT ONE INCH
Planning/Building/Public Works Dept. ICHIJO USA TD
CO.,,
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HORIZONTAL DATUM:
NAD '83/'11
VERTICAL DATUM:
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) C
1305874.10 NO. REVISION BY DATE AP PR APPROVED:JS SCALE ACCORDINGLY
,
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007
SHEET: 28 OF:66
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