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HomeMy WebLinkAboutR-431509LO T_ (') qt I O qt PUBLIC I PRIVATE 0 J In rr O rr2 VJ O w 2 II O U) A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM ' I ICID L J r /\ �O r rJJ I RE� RV O IR P,/\Rf< N SAWCUT LINE (TYP) A _ J W DT-01 CB #6, TYPE 1 (PRIVATE) STA=102+06.53, 23.00' RT (CENER) > 147 LF, 12"� ADS W/ THRU CURB INLET 16' WIDE DRIVEWAY Q @ S_ 0.52% (PRIVATE) W/TRASH GUARD PLUS ENTERANCE PER COR STD PLAN CB #2, TYPE 1 STA 101 +86.99, 24.68' RT 104.4 ON SHEET DT-03 o STA 100+24.55, 13.75' 193 RT LF, 12"0 ADS _,�, o� Zo �,' T - - - © S-1 .02% I I W + �''�- w _ w_ I I - W ' CB #5 TYPE 1 (PRIVATE) I I I I CB #1, TYPE 2-48"0 „ W/ SOLID LOCKING LID 87 LF, 12 0 ADS S 21 ST ST '10- -� I I STA 100+38.81 , 21 .97' RT SEE SHEET DT-02 FOR RECESSED I I STA 102+19.35, 15.64' RT © S=0.36% n 68 61�rb, 22.22-R-T CURB DETAIL I I 1 02 + 1 56 1 c nn' RT 101 +00 _ 1 102+00 103+00 I 0 0 0� 100 00 o S--�— e--a- r �� S S S 0� 0 0 0 I 1 �• I I I I I I I EX CB 3L_L_ an�L_l rn-v/-1 I LI-, IL 0 AU5 ® ��� I �2p� Ly Lr, IL w h\vJ , ,� �. P @ S=0.70% 23 LF, 12 0 ADS © S=0.38% SEE SHEET DT-02 0% @ S=7.35% - _ FOR SIDEWALK ------------ ` / -- -- - A ----------- - ----- CONNECTION DETAIL ----------- ------- CONCRETE PAD SEE NOTE 3 THIS SHEET SEE SHEET FR 02 'Z TRACT A 6'°D ROOF DRAIN c� 3 08 SEE SHEET DT-02 FOR \ I I I (PRIVATE) I O 9888200010 S=2 0% MIN (TYP) PAD 21 1.7 2 10 1 BURNETT PL S CURB RAMP DETAIL I \ I I SEE SHEET PN-01 1 \ FOR TRACT I CB #7, Type 2-54" 0 PAD=211.5 2 I IMPROVEMENTS W/ SOLID LOCKING LID I I I STORM CLEANOUT (TYP) SEE PAD=21 1.7 I I III CONTROL STRUCTURE DETAIL ON THIS SHEET I ` .. I STA 102+18.96, 44.66 RT N I� O O N N N Weil 220 � INT STA 100+00.21, S 21 ST STREET = STA 201 +29.39, SMITHERS AVE S 215 210 205 200 195 190 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Wr,ND,OR,WA) I UUfiUU - V-) rn n Ln 00 Inn Ln . CO 00 O O -0 O __ O O _ N N N N N N N N N N N LL PROPOSED FLOWLINE ELEVATION EX GROUND ELEVATION @ R/W ( ( to O r ro 0 + o O � � O N II II _ > QLLI J cn w a- I 147 LF, 12" 0 SD ® S=0.52% (PRIVATE) LnN �r- I )N �r- O�r- I�r- N O O r U-)00 1`000 I 00 O O N r- OtoOto NN O O13� O N0 O O CD O O O NN NN NN NN NN NN N0 N N N Ln LO N 00 O O r- + o N I I O N w II > w �_J cn w a- > > a- a- 23 LF, 12" 0 SD © S=7.35% 193 LF, 12" 0 SD ® S=1.02% O O o� r PROPOSED FLOWLINE GRADE r+ a'o IO N EX GROUND @ R/W II II Q w w 129 LF, 12" 0 SD S=0.38% II — — L J- - EX WATER MAIN (TYP) [CB 87 LF, 12" 0 SD 5 TYPE 1 PRIVATE @ TG=210.56 EX SANITARY CB 1, TYPE 2-48" 0 IE=206.96, 12"0 E SEWER (TYP) W/ SOLID LACKING LID TG=210.76 �-16-68 EX CB IE=203.81, 12"0 W TG=209.68 99.75 IE=203.81 , 12" 0 S IE=203.50, 12" 0 W ''-0� CB #2, TYPE 1 IE=203.81, 12" 0 E LA L TG=210.58 7 EX IE=23.46 NW IE=207.16, 12" 0 SW 1n� CB 6, TYPE 1 PRIVATE CONNECT TO EXISTING CATCH BASIN. IE=205.78, 12" 0 E-2 5.91 W/ THRU CURB INLET CONTRACTOR TO VERIFY LOCATION, W/TRASH GUARD PLYS SIZE, TYPE AND DEPTH PRIOR TO TG=210.84 CONSTRUCTION AND NOTIFY ENGINEER IE=206.19, 12" 0 W �$6.60 OF ANY DISCREPANCIES. IE=206.19, 12" 0 S IE=203.50, 12"0 W EX IE=2 3.51 E `7u iF7-2 3.an c\ni --CONNECT TO EXISTING CATCH BASIN. III\ 41 C*q ®OF WA �0 CONSULTING ENGINEERS L L C �Q� NET G 32001 32nd Avenue South I ® I I COI Suite 200 m N Federal Way, WA 98001 FEDERAL WAY (253) 636-6113 �y www.esmcivil.com LYNNWOOD (425) 297-9900 -0 Civil Engineering Land Surveying Land Planning A ,p 50085 Q �� Public Works I Project Management I Landscape Architecture Fc1STERF' ESM JOB 41 1-004-023 ASS/ONAL RECORD DRAWINGS Iu�tuU RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. AS -BUILT ESM 9/10/25 SURVEYED: DESIGNED: BML DRAWN: CJR CHECKED: N0. REVISION BY DATE APPR APPROVED: UJtUItONTRACTOR TO VERIFY LOCATION, SIZE, TYPE AND DEPTH PRIOR TO SCALE: 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M W*1461 220 215 210 205 200 195 190 103+80 • CITY OF RENTON • Planning/Building/Public Works Dept. n SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE: 1 "=20' HORIZ. 1 "=5' VERT. NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE POLYPROPYLENE (PP) DUAL WALL, OR APPROVED EQUAL PER COR STD DETAIL 220.10 ON SHEET DT-02. 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3. INSTALL 12' LONG CONCRETE FILL—IN LANDING PAD WITH THICKENED EDGE BETWEEN CURB AND SIDEWALK FROM STATION 100+95 TO STATION 101 +07. KING COUNTY METRO TO REINSTALL POST AND FLAG ON LANDING PAD. LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK 1.5" GRIND AND OVERLAY V L_ L"P•11 V L/ V I CLEAN -OUT DETAILS NOT TO SCALE R-431509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: SOPH I E JO SHORT PLAT 02/18/25 S 21 ST ST FRONTAGE PLAN & PROFILE FIEL PAGE: DRAWING NO: FR-01 UTILITY PERMIT # 1 SHEET: 9 OF: 23