HomeMy WebLinkAboutR-4360290
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SITE MAP KEY PLAN ON21411
NTS
0 10' 20' 40'
SCALE: 1 "=20'
ORIGINAL
GROUNDLINE
DITCH IS LOCATED
I AT TOE OF FILL
2'
NOTES:
1. DITCH SHALL BE GRASS LINED AND
GRADED SMOOTH.
2. SEE 2016 KING COUNTY ROAD DESIGN
AND CONSTRUCTION STANDARDS SPEC 7.02
PROPOSED GRASS LINED
DRAINAGE SWALE
NOT TO SCALE
PUGET DR SE 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
SAWCUT
(TYP)
I I
243 LF 12"
SD (PUBLIC)
I I
EX 12" DI WATER LLJ
ROLLING HILLS 590 (n I I
PRESSURE ZONE ; ; L 4'
I
EX 16" CI WATER
ROLLING HILLS 490 I I 9.3'
I I �.7
PRESSURE ZONE I � I
'----
I CB#4
I■ ---
EX UNDERGROUND
I
TELEPHONE LINE (TYP) a
00 y
33 LF 12" I I
SD (PUBLIC) i I o
w�
440
435
430
425
420
415
410
405
WARNING EXISTING 16" OPL
PETROLEUM PIPELINE. SEE
POTHOLE NOTE ON THIS SHEET
a �
� O
I EX UNDERGROUND
_ POWER LINE (TYP)
12" CNC CULV SW
425.50'
EX OFFSITE TREES TO
BE RETAINED (TYP)
4 WOOD
FENCE
C B I" #3 n V\n v
j n n
I � L.n
-., A I
RAN
O A pi"', /ivvi ll— 12v11
145 LF 12"
1150' SD (PUBLIC)
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(I I jUI 1 1/ A A I /� Rn l n
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I "I ON %.:90 0-1 :V-12 7 Ou
3 i i 12" CNC CULV NE
I=424.83'
EX 16" OPL EX DITCH
PETROLEUM PIPELINE
EX
STREETLIGHT
w
o
EXIST1NG GRADE— 0
SECTION w a
w
Ell
EX ILL LINE
-H EX
o POWER
EX " OPIL2
3
POWE
4
E 2-48" SOLID
—STA=52+ . , 5.00' CKING LID (PUBLIE
--MM=428.
ING GRADE
ECTION L
Q0 Ib l
00 00 I� O
N N N 17
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
PUGET DR SE
C13#4 TO CB#3
SCALE: 1 "=20' H, 1 "=5' V
RK
9/26/25
TJS
SURVEYED:
ANG
1 /5/25
TJS
DESIGNED:
RK
DRAWN:
RK
CHECKED
BJT
BY
DATE
APPR
APPROVED:
TJS
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).
440 HORIZONTAL
UTILITY CROSSINGS
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.
IE 16" EX GAS* = 420.22
IE EX POWER*
= 425.08
T/P 12" SD = 417.25
T/P 12" SD =
417.22
IE EX TELECOM* = 425.47
IE EX POWER*
= 421.02
T/P 12" SD = 417.23
T/P 12" SD =
417.20
*EXISTING UTILITIES POTHOLED
AND
EXACT ELEVATION VERIFIED
10/22/2025 BY BARGHAUSEN
CONSULTING ENGINEERS, LLC.
0 10' 20' 40'
SCALE: 1 "=20'
VERTICAL
435 0 2.5' 5' 10'
SCALE: 1 "=5'
430
425
420
415
410
405
SCALE:
H 1 "=20'
V 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAl Ill 19W
HORIZONTAL: NAD 1983/2011
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
KEYNOTE
ZLCONTRACTOR SHALL POTHOLE EXISTING
UTILITIES TO CONSTRUCTION AND
VERIFY EXACT ELEVATION. CONTACT
ENGINEER IF CONFLICT EXISTS.
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
ON S k
Q- OF W A S,91
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R-436029
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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HBray 02/05/202600
W 04
PUGET DR SE PLAN
AND PROFILE
HARMONY RIDGE
ICHIJO USA, CO., LTD
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007
004
CV
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DATE:
1/6/2026
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FIELDBOOK:
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SHEET: 29 GF: 66
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