HomeMy WebLinkAboutR-41810500
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A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
\ \ LOCATION OF FOR GARDEN Z
COURT N RIGHT OF WAY IS
APPROXIMATE PER KING COUNTY d
QUARTER SECTION MAP DESIGNATED EMERGENCY VEHICLE L w
CONNECT TO EXISTING CATCH TURNAROUND PER CITY OF RENTON I 2 BASIN WITH INSIDE DROP FIRE PREVENTION BUREAU STANDARD
STRUCTURE. CORE DRILL AND TAX PARCEL 052305-9037 TAX PARCEL 052305-9062
SDCB PROVIDE WATER TIGHT SEAL 1412 N 24TH ST. POWER POLE 2407 MEADOW AVE. N F I TAX PARCEL 052305-9041
69 I I RIM=220.94 SDCB R-6 W/ TRANSFORMER, R-6 Q 1512 NR 24TH ST.
4 / 3 IE 8" CMP (SW)=218.44 RIM=-244.3 4 POWER DROPS Q
IE 8" ABS (SE)=218.45 & 1 COMM. DROP HALF STREET GRIND w
ASPHALT IE 8" ABS (N)-241.15 AND OVERLAY � �
so ASPHALT IC R" Aqc �LiWI-? 1 ?5 CONC. ° °
DRIVE DRIVE NEW i IE (SE)=z4.BB' 241. "D °.1 DRIVE / - FIRE TURN
CONC. \ / RADIUS=25'
° DRIVE CONC. FIRE TURN 45
° ® WALK
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SSMH CQNC. P .. - ... _ RIM=261.45
RIM=226.34 ° DRIVE � CB #� CONCH ASPHAL � ��g a W _ 90' °y 5:1 IE 6" PVC (NE)=253.45
IE 8" PVC (W)=219.09 STA:11+75.03, 12.22 T DRIVE DRIVE 1 4° /11.5'R.O. C+ < �j� TAPER IE 8" CONIC (W)=253.25
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IE 6" PVC (S)=219.09 `" TYPE 1 CB i ° ��� � e
IE 8" PVC (E)=219.14 RIM=�4&99 246.12 �` a ..d ° d POWER POLE
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IE=24&22 8" (NW) 243.9, 8" DI
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TAX PARCEL 334450-0235
1409 N 24TH ST.
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ENGINEERING & SURVEYING z
Western Washington Division ®d
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 �� 38285
I STD
Eastern Washington Division �SSIONAL��
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
10/19/2023 rNO.
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IE=244.0
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TAX`PARCEL 33�F450-0234 /
C.D. HILL N'S LAKE WASHINGTON
GAR EN OF ED' #5 19
CB TYPE 1 G
1 RIM=251.0±
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TAX PARCEL 334450-0250
2219 MEADOW AVE. N
R-6
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
By: KEVI N M. REESE
10/19/2023
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
SURVEYED:
KMR
SCALE:
1 "-20'
DESIGNED:
SRS
DRAWN:
CVP
ONE INCH
CHECKED:
CJA
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
BY
DATE
A P P R
APPROVED: CJA
COMM. DROP
6.25%
_CB #2
STA:10+55.03, 12.22 LT
TYPE 1 CB
RIM r 256.14
IE=Pii4 994 9 (W)253.74, 8"ADS
\ TAX PARCEL 334450-0230
\ 1509 N 24TH ST.
R-6
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
11.5'
DEDICATION
*PER COR STD 201
418101
418101
Know what's below.
418105 call before you dig.
- , C TY OF
RENTON
Planning/Building/Public Works Dept.
EX. 15' R.O.N
13' PAVING
EX.
kL CURB PER
I
SAWCUT & MATCH
EX. CIL
0 5 10 20
SCALE 1 " = 20'
N 24TH ST. SECTION
(RESIDENTIAL COLLECTOR)
NTS
KEYNOTES:
OA EXISTING UTILITY TO BE UNDERGROUNDED.
COORDINATE K17H U71LITY PROVIDER
OEXISTING MAILBOX TO BE RELOCATED AS
SHOWN
OC EXISTING 3/4" WATER ME7ER AND SERVICE
LINE TO BE CUT AND CAPPED AT THE MAIN
(BY CITY FORCES UNDER SEPARATE PERMIT)
OD EXISTING SEWER SERVICE TO BE CUT AND
CAPPED AT 7HE MAIN LINE
OE PROPOSED 1" WATER METER SERVICE PER
COR STD PLAN 320.1 (SERVICE AND METER
TO BE INSTALLED BY CITY FORCES UNDER
SEPARATE PERMIT)
OSANITARY SEWER STUB WITH SSCO PER COR
S7D PLAN 403.1 AND 406.1
OG 50' BASIC DISPERSION TRENCH M7H NOTCH
BOARD AND 25' VEGETATED FLOW PATH, TOP
OF THE TRENCH TO BE LEVEL AND ALIGN
WI7H CONTOURS (TO BE CONSTRUCTED UNDER
SINGLE FAMILY BUILDING PERMIT)
OH PAVEMENT RESTORA71ON PER COR STD
PLAN 110, 110.1, 110.2 (TYP)
OCONNECT TO EXISTING SEWER MAIN USING
INSERTA TEE CONNEC7ON
O25 LF 8" DI O 0.88%
OK PROPOSED 15' RESIDENTIAL DRIVEWAY PER
COR STD PLAN 104.3
OL PROPOSED ASPHALT ADA RAMP K17H
PEDESTRIAN CURB PER COR STD PLAN 101
(TYP)
OM PROPOSED VERTICAL CONCRETE CURB &
GUTTER PER CDR STD PLAN 101
ON SAWCUT LINE
OO GRADE TO DRAIN
OP 120 LF 8" PVC 0 9.77%
NOTES:
1. ALL NEW HOMES SHALL BE EQUIPPED WITH A RESIDENTIAL FIRE
SPRINKLER SYSTEM APPROVED BY THE RENTON REGIONAL FIRE
AUTHORITY UNDER A SEPARATE PERMIT. A MINIMUM 1" WATER
METER IS REQUIRED FOR HOMES EQUIPPED WITH A RESIDENTIAL
FIRE SPRINKLER SYSTEM. A DOUBLE CHECK VALVE ASSEMBLY IS
REQUIRED DOWNSTREAM OF THE CITY WATER METER.
2. A PRESSURE REDUCING VALVE SHALL BE INSTALLED DOWNSTREAM
OF THE CITY WATER METER ON PRIVATE PROPERTY SERVICING ALL
NEW HOMES IF WATER CONNECTION STATIC WATER PRESSURE
EXCEEDS 80 PSI,
EX. 15' R.O.W.
X. 13' PAVING
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGAT SHORT PLAT ASBUILTS
GRADING, DRAINAGE, UTILITY PLAN & PROFILE
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DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
DRAWING NO:
20541
SHEET: S OF: n