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HomeMy WebLinkAboutR-431509Q ^J n O ��_ VJ O W I n O 00 Q J Li A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM TAL I I F—) r ErEr r PARK ILJ 00 (n I STA=102+06.53, 23.00' RT (CENER) J rA CB #6, TYPE 1 (PRIVATE) 16' WIDE DRIVEWAY \� LU 147 LF, 12" 0 SD ENTERANCE PER COR STD PLAN W/ THRU CURB INLET Q @ S=0.50% (PRIVATE) DT-01 W/TRASH GAURD PLUS 104.4 ON SHEET DT-03 SAWCUT LINE (TYP) (nSTA 101 +87.38, 25.01' RT / _ — _ =t o I II _— J CB #2, TYPE 1 I I N f W/ SOLID LOCKING LID 194 LF, 12"0 SD CB #1, TYPE 2-48"0 _ I I STA 201+40.46, 25.32' LT @ S=1.00% I I I W/ SOLID LOCKING LID S 21 ST ST 210— —� I i SEE FORSHEET DT-02 I I I STA 102+19.56, 16.00' RT Z (n I CB #5, TYPE 1 (PRIVATE) STA 100+39.15, 22.22' RT CURB DETAIL I I -� 101 +00 1 102+00 I I 87 LF, 12 SD 103+00 � °_ °° o-e--e— a �0 100 p0 I ° ® — 1 Ln O I I S N N o° I I EX CB J L J L STA 103+06.53, 21.15' RT I 0 N FIN I • L; STA 100+00.21, S 21 ST STREET I ® N o =7L a = STA 201 +29.39, SMITHERS AVE S -- ® I °� 28 LF, 12 0 SD �� ° �A Q ° . 208 I l — S=1.00% (PRIVATE) 1 _. s _ _ ------------ -Toa CB #3 -- -- -- -- -- - - -- -- -- -- -- / SEE SHEET FR-02 12" 0 SD 37 LF, °� ® • I 6 D ROOF DRAIN SEE SHEET DT-02 .2'10' P l N® �' © S=1.00% — — / — — — — — — S=2.0% MIN (TYP) — — — — — — — — FOR SIDEWALK CONNECTION DETAIL — — in I -- I I _--- ---a------- CONCRETE PAD SEE / -- — - --- ,� A 25 LF 12" 0 SD ' TRACT A - -, %`.� SEE SHEET FR-02 NOTE 3 THIS SHEET DT-01 @S=6.00% (PRIVATE) I (PRIVATE) -Rill , CB #7, TYPE 2-54" G �� 208 � 9888200010 SEE SHEET DT-02 FOR CURB RAMP DETAIL STORM CLEANOUT (TYP) SEE IW/ III SOLID LOCKING LID PAD-211.7 2101 BURNETT PL S I DETAIL ON THIS SHEET I SEE SHEET PN-01 I CONTROL STRUCTURE STA 102+19.56, 44.45' RT I 1 2 FOR TRACT / PAD=21 1 .5 PAD=21 1.7 IMPROVEMENTS I I 225 220 215 210 205 200 195 190 � � � � N LO LO n rn rn U) � �r7 co LO n co� �O O IN _n _ _ O� O� O O O O O O O O O O O O O_O O O O N N N N NN NN NN NN NN NN NN NN NN NN NN NN N� N� N N N - PROPOSED FLOWLINE ELEVATION EX GROUND ELEVATION @ R/W Lo O INT "-) LO STA 100+00.21 , S 21 ST STREET o 0 STA 201 +29.39, SMITHERS AVE S II II Q w V) w > > 6-n Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 147 LF, 12"0 SD © S=0.50% (PRIVAI CB #5, TYPE 1 (PRIVAT TG=210.54 IE=206.73, 12"0 E CB ##2, TYPE 1 W/ SOLID LOCKING LID TG=210.32 IE=205.91 , 12" 0 S IE=205.91 , 12" 0 E 100+00 101 +00 &6� CONSULTING ENGINEERS LLC C-1) ®33400 8thAvenue South I® I I I Suite 205 m Federal Way, WA 98003 FEDERAL WAY (253) 838-8113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning ,p 5008 Public Works I Project Management I Landscape Architecture FC1S SS ESM JOB #41 1-004-023 AL c Ln Lo N C6 N ± 0 (14 I I w II II _J w to w > > a_ — — — 0.7/ — 25 LF, 12"o SD- @ S- .00% 194 LF, 12" 0 SD @ S=1.q0% EX SANITARY SEWER (TYP) NO. REVISION O 0 or - PROPOSED FLOWLINE GRADE + o O N EX GROUND ® R/W II II Q w Cn w > > LF, 12"0 1SD28 @ S=1 .00% 87 LF, 12" 0 SD © S=0.52% CB ##1. TYPE 2-48"0 W/ SOLID LOCKING LID TG=210.68 IE=203.97, 12" 0 W IE=203.97, 12" 0 S IE=203.97, 12" 0 E CB ##6, TYPE 1 (PRIVA W/ THRU CURB INLET W/TRASH GAURD PLUS TG=210.83 IE=206.00, 12" 0 W IE=206.00, 12" 0 S 102+00 SURVEYED: DESIGNED: BML DRAWN: CJR CHECKED: BY DATE APPR APPROVED: 1 EX CB ---LJ`-- r E4 WATER MAIN (TYP) TG=209.75 IE=203.52, 12" 0 W to IC_=LU.J.. i L- CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION, SIZE, TYPE AND DEPTH PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 103+00 SCALE: 1 »=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 225 220 215 210 205 200 SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE: 1 "=20' HORIZ. 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 195 VLL/lIVVV I CLEAN -OUT DETAILS NOT TO SCALE 190 0@61 :fe1 13) CITY OF RENTON Planning/Building/Public Works Dept. R-431509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 ' ECE WATER UTILITY rah 04/25/2025 %j DATE: SOPHIE JO SHORT PLAT 02/18/25 S 21 ST ST FRONTAGE PLAN & PROFILE FIELDBOOK: PAGE: DRAWING NO: FR-01 SHEET: OF: UTILITY PERMIT # 23