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HomeMy WebLinkAboutW-41810100 I 00 N N ZE 2 w 260 250 240 230 220 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 w w � / COMM RADIUS=25' / \� � 1 �/ �/�\ '� w w w w w w w w w w w o ff 6" STE L WATERMAIN N sD SD- sD WSD 1_ so 4 sD _ S SD S� CABINS I w A W w. w w w r- w FIRE TURN W W __Z7 _ - - - - N 24TH ST. N A - I SD SD 3- BD Sp. SD - - - - - ' / _ \ W W �- _ RADIUS=45 EX. 1.6 DUCTI WATERMAIN Z ss ss ss ss s s ��i s P S 0 P. reE1 kA C�tLEE fir - 45' W_ W , s - 45 ss ss sS " _ .. ss - I 3 is* SS SS ' ss ' 20 5 P B S l P f... /.. i0+ _ T -� / 9+70 F .. .. .......... H .. OHP _...Or.-..... QHP.....?.9-IP....-. OHP ...... ..OHP.......OHp . 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 1 _ 5:1 TAPER a < FIRE TURN - 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 ' Q . IE=22 %*" (E)244.02, 8"ADS _ L W/POWER g� RADIUS=45' IE=24&22 8" (NW) 243.9, 8" DI IE = 244.12, 6" PVC (S) POWER POLE W/ CONDUIT ore TAX PARCEL 334450-0235 1409 N 24TH ST. R-6 0 I► �' � N 3 -- Q ^� co - -;° o ea 'o -' EX GRACE AT W ROAD CENTERLINE ' _ Cr W cnC4Cb _---- N CURB FLOWLINE 00 -r : N °° W v + P EX WA R m o ^ APPROX LOCA ON _ END OF PROPOSED FRONTAGE IMPROVEMENTS u n N 120LF8 PIS -_-- ___-- W v~i W L W - WATER SERW O �J: li i .1.1 % _ - -� 07ER SERV10E___-- - ' - EX SANITARY SEWER C - ° AP ROX LOCATION 25LF8"DI0 -._- 1.53% EX8" _--- 5 N zU �W 5 0) M CA W N N XW W II Vi W CNq p N co to N 00 N O 0) N d N cv N d N N N N cV N cv N N N N N LU w � LQ CD w � LQ w � LQ 12+00 11 +00 10+00 N 24TH ST PROFILE SCALE: HORIZ. 1 "= 20' VERT. 1 "-- 5' N M E S WAs�f� ncompass 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. L ►( E 1. SSCO 25 RIM `L 24P.51 $SCO IE=24 � RIA( 25 F I I 1 \ I 1 I I LOT 2 I 9,536 SF I I v LOT 2 1 9, 536 I O1 S. F. S. LINE OF SHED 1 J' N. OF LINE 260 250 240 230 220 CB TYPE 1 RIM=246.0 IE=244.0 (�)j \ ti &8 = F 0 Zb, I F-------------- LOT 1 I� 10,277SF 1 \\ I LOT 1 1 As 10, 277 �I I , S. F. I I I 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± IE=249.0 0 I ' aD I I ✓✓✓ N I IN jN 0 2 LNj I 3 1' ELM jI #6 - i k \ k L_--- - - - - - - 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 0 N U N J �J Q_ Q_ 0 DATE: 1011912023 FIELDBOOK: N/A PAGE: NIA DRAWING NO: 20541 SHEET: S OF: n