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OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE
FOR
HARMONY RIDGE
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SHEET 28 • • ■,� •
NTINUATION mot..
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as
BE RETAINED (TYP)
EX 100
.
MATCH
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3:.
EX UNDERGROUND
_ A
PORTION OF EX DITCHJV
TO BE RELOCATED O 15' ACCESS
POWER LINE (TYP)
437.31 _ _ _ _ _ _ _ C B#8 ROAD
39 LF 12"
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2 LF 18
-
:.� I SD (PUBLIC)
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S (PUBLIC) :... 7 -----4
EX 12" DI WATER C 8" SEWER
1
1
PROPOSED 6' CHAIN
LINK FENCE PER
DETAIL ON SHEET 33
8" SEWERS -- I----_
ROLLING HILLS 590 ----- - 12" SD
PROPOSED 20 6
PRESSURE ZONE Gi _ CHAIN LINK GATE 22 -LF
nI I I.I., IIII I III 4 5 m 2 6 ( 168 LF 12" SD 11
,." I ni.r IInL.r^ :-vl ICB#5 --- ------4.... - -
_ CB#6 40 LF 12 SD C #7 -
V IL_L.I-l\7L rI VIVIL.) I II-
-
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436.75 ....PROPOSED 6' CHAIN
EX UNDERGROUND : m I ; ; ; LINK FENCE --PER DETAIL
TELEPHONE LINE (TYP) :W I� W / •E- ON SHEET 33
243 LF 12" i i I II r EX CULVERT TO -PORTION OF EX DITCH -
SD PUBLIC 1 ; BE REMOVED TO BE RELOCATED EX WOOD
( ) WARNING EXISTING 16" OPL FENCE
EX 16" CI WATER PETROLEUM PIPELINE. SEE
:I
ROLLING HILLS 490 ' r A Tlr A TRICK
3�i ' I 436.45 �I POTHOLE NOTE ON THIS SHEET LjL/ I IL P„ I V
PRESSURE ZONE iv'IARR+JiiviT�i
MATCH EG „^
.......•I A6)AI n 1 An
EX SIGN i 1 14 EX DITCH I Y i ,;�9 3v- 12
n
II . ������■�..��It ■ia ja
SHEET 28
�■�'�'��NTINVATION ON
SEE CO HIGH PT STA = 66+30.09
A-^ HIGH PT ELEV = 439.07
CAUTION: PETROLEUM PIPELINES
CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS
PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL
PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION.
BP FIELD REPRESENTATIVE
GARY GOMEZ
(206) 510-0575
UTILITY PROTECTION PLAN (UPP)
THE INSTALLATION OF THE PROPOSED 12-INCH STORM SEWER AND
8-INCH SANITARY SEWER LINES WITHIN THE DESIGNATED UTILITY
EASEMENT ALONG THE SOUTHERN PORTION OF THE CITY'S
RESERVOIR PROPERTY WILL INVOLVE EXCAVATION TO DEPTHS OF UP
TO 19 FEET. THIS WORK WILL OCCUR IN CLOSE PROXIMITY TO, AND
BENEATH, AN EXISTING 16-INCH CITY WATER TRANSMISSION MAIN
AND A 16-INCH OPL PETROLEUM PIPELINE.
PRIOR TO COMMENCING ANY WORK IN THIS AREA, THE CONTRACTOR
SHALL:
-SUBMIT A UTILITY PROTECTION PLAN (UPP) DETAILING METHODS
AND MEASURES TO PROTECT THE CITY'S WATER TRANSMISSION MAIN,
INCLUDING THE ADJACENT THRUST BLOCK, AND THE OPL
PETROLEUM PIPELINE. THE UPP MUST BE SUBMITTED TO THE CITY
FOR REVIEW AND APPROVAL.
-SUBMIT A SEPARATE UPP SPECIFIC TO THE PETROLEUM PIPELINE
FOR OPL'S REVIEW AND APPROVAL.
A+av
445
440
435
430
425
420
415
410
TREE PROTECTION
QO FENCE INSTALLED PER 1
TREE RETENTION PLAN ■
O ON SHEETS 45 TO 52 1
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RIM=434.70 Z
IE IN (NE)=429.05---� -
IE IN (SE)=428.55 J
42 LF 12" Z
IE OUT=425.50 D (PUBLIC ---- _E SHEET 24 FOR DETAILS__---- O J,9 - S--- ) .. O
-EX SHED
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67+00
1 CITY REVIEW COMMENTS DATED 6,
2 CITY REVIEW COMMENTS DATED 9,
BENCHMARK
DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N0. REVISION
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
66+00
RK
9/26/25
TJS
SURVEYED:
ANG
1 /5/25
TJS
DESIGNED:
RK
DRAWN:
RK
CHECKED
BJT
BY
DATE
APPR
APPROVED:
TJS
65+00
SCALE:
H 1 "=20'
V 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
50
I SITE MAP KEY PLAN I
NOTE:
PRIOR TO START OF CONSTRUCTION, PROPOSED
FENCE ALIGNMENT TO BE WALKED WITH THE
ENGINEER TO CONFIRM ITS LOCATION.
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
2. CLEANOUTS SHALL HAVE A MAXIMUM 100'
SPACING.
3. PERFORATED STUB -OUT CONNECTION SHALL BE
INSTALLED ON EACH LOT AT THE TIME OF HOUSE
CONSTRUCTION PER DETAIL ON SHEET 30.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS TO
BE CONFIRMED WITH CITY INSPECTOR PRIOR
TO INSTALLATION OF ALL SIGNS (TYP).
NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES PER COR STD PLAN 204.20
UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER OF
GRATE. NOT CENTER OF STRUCTURE.
3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR
STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO
BE INSTALLED PER COR STD PLAN 201.00.
4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS
OTHERWISE NOTED.
•45 HORIZONTAL
0 10' 20' 40'
Ong
iii
SCALE: 1 "=20'
VERTICAL
40 0 2.5' 5' 10'
SCALE: 1 "=5'
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KEYNOTE
CONTRACTOR SHALL POTHOLE EXISTING
UTILITIES TO CONSTRUCTION AND
VERIFY EXACT ELEVATION. CONTACT
ENGINEER IF CONFLICT EXISTS.
UTILITY CROSSINGS
IE 18" SD =
437.10
T/P 8" SS =
426.16
IE 18" SD =
436.83
T/P 12" SD
= 424.83
IE EX 6" GAS* = 435.16
T/P 12" SD
= 424.63
IE 18" GAS*
= 431.02
T/P 12" SD
= 424.63
IE EX POWER*
= 437.21
T/P 12" SD
= 424.63
IE EX 16" W*
= 432.21
T/P 12" SD
= 424.93
IE 12" SD =
427.56
T/P 8" SS =
426.53
*EXISTING UTILITIES POTHOLED AND
EXACT ELEVATION
VERIFIED
10/22/2025
BY BARGHAUSEN
CONSULTING ENGINEERS, LLC.
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R-436026 W-436006 S-436006
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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HBray 02/05/202600
W C*4
CALL BEFORE YOU DIG: WASTEWATER UTILITY �' WATER UTILITY
1-800-424-5555 jstowell 02/05/2026 JValdez 02/09/2026
HORIZONTAL. NAD 1983/2011 ° CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
OFFSITE UTILITY ACCESS
ROAD PLAN AND PROFILE
HARMONY RIDGE
ICHIJO USA, CO., LTD
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007
(D
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DATE:
1/6/2026
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