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HomeMy WebLinkAboutR-39080300 0000 00 C)) cy) mm Q z J L, 2' ROW DEDICA �3' MIN 4' MAX S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON EX R/W LINE 30' R/W C/L 30' R/W STA 2+23.55 TO 2+75 18.4' STA 2+75 TO 3+50 TAPER 18.4' TO 21.4' 7.6'� STA 3+50 TO 3+88.24 21.4' 5' 8'-5' LANDSCAPE SIDEWALK STRIP 26' 1' CEMENT CONCRETE TRAFFIC CURB AND 2% GUTTER PER C.O.R. DETAIL 101 SAWCUT & MATCH EX PVMT - - --- REMOVE SOME SEE C.O.R. STD PLAN 103 EX CURB/SIDEWALK EX. PAVING 4" HMA CLASS 1/2" 64-22 3" CRUSHED SURFACING TOP COURSE 7 CEMENT CONCRETE 3" CRUSHED SURFACING BASE COURSE SIDEWALK PER C.O.R. FIRM SUBGRADE 32't EXISTING PAVING DETAIL 102 LINCOLN AVE NE r 1- (LOOKING NORTH) NTS EX. 20' EGRESS, INGRESS & UTILITY EASEMENT REC. NO. 8207220042 EX. 20' POWER EASEMENT REC. NO. 8402060355 P/L 20' PROPOSED 21' ACCESS/UTILITY EASEMENT 5' 16' PAVING FOUND REBAR ASPHALT THICKENED EDGE 1' MPX REMOVE / REPLACE �3' 4' ALL ONSITE PAVING ---- 4.17 MAX 7CONSTRUCT NEW 16' PAVEMENT PRIVATELY MAINTAINED REMOVE/REPLACE EX. 4" HMA CLASS 1/2" 64-22 LEVEL 3 DETENTION VAULT ONSITE PAVEMENT 3" CRUSHED SURFACING TOP COURSE 17'x8O'x6'(DETENTION 3" CRUSHED SURFACING BASE COURSE DEPTH) FIRM SUBGRADE / SEE SHEET 4 FOR VAULT DETAILS/ AND CB #1,2 & 3 CALLOUTS PRIVATE ACCESS EASEMENT SECTION A -A NTS YARD DRAIN RIM=185.86 INV=184.48 THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF AUGUST 30, 2018. STEVEN D. McCASKEY PLS 42676 T.L. #3345700225 - - - - S88'34'07"E 2 9 5.9 2 - - - - - - - - = - - FOUND REBAR 1FLOW CONTROL BMPS A 10% "REDUCED IMPERVIOUS SURFACE CREDIT" BMP WILL BE USED FOR EACH LOT IN THIS DEVELOPMENT TO FULFILL THE REQUIREMENT THAT FLOW CONTROL BMP'S BE APPLIED TO 10% OF THE INDIVIDUAL LOT AREAS. THE MAXIMUM ZONING CODE ALLOWABLE IMPERVIOUS SURFACE (75%) WILL BE REDUCED TO 65% T.L. #3345700230 Encompass', ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 PROVIDE 4" WHITE EDGE STRIPE ® I . . 20:1 TO EX. EDGE OF PAVEMENT SEE NOTE LOT 3 GRAVITY SIDE SEWER STUB. -LOT 3 WILL HAVE GRINDER PUMP/WETWELL CONSTRUCTED W/LOT 3 BUILDING PERMIT TO BE CONNECTED TO SECTION B PVC PERF. PIPE S�EEW/ o CURB RAMP, SEE DETAIL 6 5' PRIVATE DRAINAGE EASEMENT PROVIDE 4" WHITE EDGE STRIPE TAPER TO EXISTING) EDGE OF PAVEMENT S AMES of WAS q�� 1 U� x Z e ��0 $ 38285� 14 is SSIONAL� 6 AS -BUILT DRAWINGS JEF 09 04 18 TJR 5 REVISED DITCH STORM DRAIN BCS 11/27/11 1/17/1 4/20/17 3/20/17 2/16/17 DATE TJR TJR NEM TJR TJR APPR SURVEYED: - 4 TAPER FRONTAGE CURB/ MOVE SS BCS DESIGNED: TJR 3 REVISED PER CITY REVIEW BCS 2 REVISED PER CITY REVIEW BCS DAWN: BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS CHECKEDTJR NO. REVISION BY APPROVED: TJR i I � I I I STA 1 +40, 6.+ RT BEGIN 4" WHITF� EDGE STRIPE �lI CB RIM=184.03 r__18"ADS N INV=179.23 18"ADS S INV=179.33 APPROX LOCATION EX 12" DI WATER I I �22 LF I8" DI CL 52 4'f WATER/SEWER VERTICAL CLEARANCE STA 2+31 CONNECT TO EXISTING WATER PER C.O.R. STD IPLAN 300.1 1-12"x8" TAPPING TEE (FLxMJ) 1-8" GATE VALVE (FLxMJ) 1-THRUST BLOCK PER C.O.R. STD PLAN 330.2 -7.6' I I I T.L.#3345700230 - POTHOLE WATER PRIOR TO STORM LINE CONSTRUCTION CB RIM=196.04 --, �•- 18"ADS N INV=191.29 8"ADS S INV=191.49 \� NEW INV=192.12 r CB RIM=196.04 12"ADS E INV=192.64 12 LF 8" LCPE ® 5.42% I I STA 2+75 BEGIN CURB TAPER I CONSTRUCT 8-UNIT MAILBOX LOCKBOX PER C.O.R. H026 RELOCATE 2 MAILBOXES. INSTALL PER C.O.R. STD _W 0' I PLAN H027 (TYPE 1) 16" CEM NT CONCRETE TRAFFIC CURB AND 12" GUIER PER C.O.R. DETAIL 101 WIDEN 5'-8't ON EAST FOR 20.5' MIN. _14-SIDE PAVING WIDTH I T.L.#3345700216 DRIVEWAY TYPE IR1 B PER C.O.R. STD PLAN 104.3, TYP. CENTER STA 3145 - STA 3+50 EN4 CURB TAPER CB RIM=203.09 _------- 18" ADS S INV-198.49 18" ADS E IINV-198.39 12" ADS IF=9t731 REGRADE EXISTING DRIVEWAY AS NEEDED WITHIN R.O.W. 2" GRIND AND OVERLAY LINCOLN AVE NE AS SHOWN 30.00' I----------- 12" ADS `IE=205.99 �® I --z CLEANOUT W/45' BEND & TIGHTLINE EX 4" PVC DRAIN TO CB #5 (0.5% MIN SLOPE) ICB #5, TYPE 2-48" STA:4+22, 13.3' LT RIM: 207.98 INV=202.38 EXIST. 18" (N&S) IINV=204.78 12" PVC (S) INV=205.88 4" PVC (NE) 9LF 12" PVC @ 34.22% I IE=207.86 INSTALL DEBRIS BARRIER ON BEVELED PIPE 12" A: END SECTION PER C.O.R. STD PLAN 223.00 F= r PLACE 18" THICK LOOSE QUARRY SPALLS I T.L.#3345700215 a ° RE -ROCK EX. DITCH AFTER PAVING SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M WATER NOTES NOTE: PROVIDE 3' TYPICAL COVER OVER WATERMAIN NOTES: CATCH BASIN TYPE 1 PER C.O.R. STANDARD PLAN 200.00 CATCH BASIN INSTALLATION PER C.O.R. STANDARD PLAN 202.00 RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00 RECTANGULAR VANED GRATE PER C.O.R. STANDARD PLAN 204.20 0 5 10 20 SCALE 1 " = 20' LEGEND LEGEND FIRE HYDRANT EXISTING PROP. WATER VALVE ASPHALT PAVING WATER METER ° CONCRETE SIDEWALK ❑ TELEPHONE RISER GRIND AND OVERLAY -0- UTILITY POLE ❑ EXISTING PAVEMENT GRAVEL ROADWAY FOR POWER VAULT VAULT MAINTENANCE C SEWER MANHOLE ❑ CATCH BASIN OME ON LOT 3 SHALL LBEEQUIPPEIDWITH A FIRE O GUARD POST R SYSTEM n SIGN o MAILBOX FIR TREE Cl,; MAPLE TREE CEDAR TREE ALDER TREE TREE (UNSPECIFIED) P/L 5' PRIVATE DRAINAGE NOTES: 1. 5' 2' EASEMENT OSERVICE LINE FOR THIS METER IS TO BE CUT AND CAPPED AT THE MAIN BY THE CITY'S PUBLIC WORKS MAINTENANCE DIVISION AFTER INSTALLATION OF NEW METER TO SERVE THE EXISTING HOME AT ° - 1 WASHED ROCK 3623 LINCOLN AVENUE NE. PROTECT EXISTING METER AND WATER 2,5' f ° SERVICE LINE TO EXISTING HOME DURING CONSTRUCTION OF NEW 2„ (� 6" PERF PIPE IMPROVEMENTS FOR THE SHORT PLAT. ® 0.5% MIN SECTION B-B SCALE 1"=5' 4 d IN ° a . CURB a 5' S/yy a 5' LANDSCAPE STRIP ° ° a 206.20 A. a a a ° ° 6" WIDE PEDESTRIAN a f CURB, TYP. ona I 0 ° 206.29° 1� d d d 4 CURB RAMP - SEE WSDOT G 4 d STD PLAN F-40.15-03 c0 n a a o m °. Q 206.37 - . a 1.5% d :d.... ::Q. 206.20 tRCITY OF RENTON Planning/Building/Public Works Dept. 3' TAPER DOWN PEDESTRIAN CURB, THIS SIDE ONLY CURB RAMP DETAIL SCALE 1"=2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS j;; BY: Date: 0 BY: Date: Know what's below. BY: Date: Call before you dig. BY: Date: CARPENTER SHORT PLAT DATE11/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A PAGE: N/A DRAWING NO: ROADWAY / GRADING / DRAINAGE & WATER PLAN 13708 SHEET: OF: 3 15 R 3 9 0 8 0 3 W 3 9 0 8 0 1