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HomeMy WebLinkAboutR-43051012" IE 191.22 CONNECT TO EX CB L O 0 C'7 STORM DRAIN CATCH BASIN 0 I RAM= 193.42' �N) 12" CPP= 191.22' Q /(Q) 1?" rDD- 191.32' uJ T I NEW 12" PVC /E 191.22 (5) 0 Q 1 V 1 / 208LF 12" DI I / 00.0405 o I o / I N I II 1 1 OHP ; \ w W r ' w Q a I I ONP V, ' x W F --- -- - SS -25.00 / N 9 1 � ore U) 0 I /­ SEWER /ANHOLE / (W,�8" CONC. 1,i.=191.63' 8" CONC/LE.=192.23'/ oc)a I 25 w 25 O CD N O SEE RIGHT CB 1 PETERSON MARK S STA. 3f38.20, 12.77' LT &• MICHELE L TYPE 1, SOLID LOCKING LIDAPN 5342101634 RIM 180.63 12" IF /N 178.11 (5) 12" If /N 178.11 (W) STA. 11f63.56, 17.30' RT TYPE 1, VANED GRA TE RIM 203.77 8" If /N 200.32 (E) 12" IE OUT 199.65 (N) P PN 33 P SEWER MANHOLE RIM EE=204.09 (E) 8" CC STA. 10* 49. 79, 17. 30' RT TYPE 1, VANED GRATE RIM 206.29 12" /F OUT 202.28 (5) 41LF 12" PVC CB 3 ®0.1627 STA. 10109.27, 17.30' RT TYPE 2-48; SOLID LOCKING LID RIM 205.17 12"lE/N 195.61 (E) 12"IEIV 195.61 (N) 12" lE /N 195. 61 (S) 22LF 12" PVC 00.0068 10f00.00, PARK AVE N - 5f00.00, ROAD A_\ STORM DRAIN CATCH BASIN - RIM= 200.31' (W) 12" IP= 198.84' SEE LEFT _ Iu o �6 I / /-+ 12 II � I l 11+ 5, 46.56' RT / / 0\-� 6 I / I / 10' PRIVATE STORM 3 F12 D/ TYPE 2-48, SOLID LOCKING LID DRAINAGE100..0405 RIM 12.58 �ORL / 6" 11lN 204.15 (E) 8 CLEANOUT / EASEMENT ENE N PRE 9 I I I RIM 21316 G P S ON / II " 8 /� OUT 203.99 (W) 6" 1E 206.27 _(E% � R �P I 31LF 8 PVC I 10' DRIVEWAY ESMT 20' INGRESS, ECjRESS & UTILITIES l I 0 0.11�4 6 /E 206.27 (W) / / REC NO 4731181 ESM'T PER (R2) l / I 6" IE 206.27 (S) i ------f--------------------- ---- - - " __ _ ---- -- \ PROPOSED PROPERTY F 1Q4LF 66 PVC- - --�- ---------- �/ / ------------------ a - ?o� L/NE (TYP) - 2� --- N89 06'14 "W 257. 00 000580 / i 4 I PROPOSM-FINISH / •A4° 7LF 6" PVC GRADE CONTOUR (TYP) / z / j 5LF 6" PVC ®0.1000 8 CLEANOUT 6 /E 207.19 0 0.1840 RIM 215.77 i j 6" lE 213.00 6" lE 212.30 (S) / EX/STING GROUND 11LF 6" PVC 6" If 212.30 (W) / CONTOUR (TYP) / 00.1927 °: - / l I I 10 LF 12" 2 I ° ° / A OF �� I I I I D/ SLEEVE PAD 216.0 � ° . ' 3 \ 0 P� VP 0 Q I I I a° ° d .. PAD 217 0 \AE PyM PAS ROE 0 1 � ti ° ° aLa ° ° CL I I PROPOSED 9' D/A. INFIL TRATION DRYWELL ° d ° ° 40' PUB /C STORM G 0 \�\GO\�\S\�� 6� BOTTOM OF ORYWELL EL.= 2 70 4. a A I� DRA/NGE & PSG\ \ P TOP OF DRAIN ROCK EL. = 213.70 ° I ° UT/L/TIES�EASEMENT REQD DRAIN ROCK VOLUME= 350 CFI ° ° ° ° I I ° ]JA TRACT C I(ACCESS & UTILITIES) IE 212.96 a4 I Iff1 TRATION DRYWELL (TYP) I a % 1 2LF 6 PVC I SEE C.O.R. STD DETAIL, SHEET C4.31 I ° A PAD 216. 0 90.0200 a � 1' ° PROPOSED 10' D/A. INFIL TRA -ION DRYWELL \ YD 1 4 / Q BOTTOM OF DR EL. = 20810 J 5LF 6. , VC 1 o \ 6LF 12" PVC RIM 214.60 Q : °° f' :. a Q Q ®0 0 TOP OF DRAIN ROCK EL.= 214. �0 A. JON S d 9 0. 0433 6" IE 21J 70 (SE a % O READ DRAIN ROCK VOLUME= "5 CF APN 33421�3215 6 /E 213.00 (N) 9' �i �' ° 3102 PARK V VE N 8LF 12" 6" If 21370 (W) ° A . I ° 4 RENTON 9 056 PVC 14LF 6" PVC ° PAD 2170 PARCEL 00.0212 YD 3 1 » 0 0. 0200 , IF 213 46 R/M 215.18 ) ° l RIM CLEANOUT 6 ��IF 213.98 00 / 2LF 6" PVC 9 0.0200 6 lE 214.10 (SW) 6 / /E 213.50 (N) / 6" lE 213. 60 (NW) " l " L 6TPVC f 1E214.10(E) l ) ---_6" IE 213,98 (W) 6" IE 21J 98 7�" DI 00.8700 � f '' 15LF 67 PVC-0 0 O 93 / I� ®0.02 214 24 6" IE 214.39 / - 2 6" IE 214.39 / 191F 6" Dl ® 0 2442 I I I I I -I -0HP HP OHP 7EEI ` oe a° ° 4'.a -- 26LF 6 PVC °°0023 ° h °eee • ' • � eaa ° 6" CL :``' ` ° BOLE 1 H PVC 0 0.2346 18 4. ° RIM 214.79UT OHP OHP OHP ° /4 » » SD �5D / SD SD � 1 OHP gee.= " sq SD D / ® .1�22 n pVC l 1 23 F, 6 V� D /E 209 75 (NE) w w w " w- * - , - 36L 1.0192 13 ® a097 6" lE 209.75 (SW) 6" CLEANOUT o ® 0.05 12 S RM �LIN N 4 �- $' ° /0° a RIM 216.61 c SS ss ss s5 �S- / � �_�� 4 0_0 s5 ss /S �- � � ti / ti ti / ti � � a � 6 /E 209.75 (E O _ ti ss ss / s 5 ° �o. ° °° " 6 /E 214.72 � 6f00 / 45 6 VC o I SEE PROF/LE D-D 'N 31S�T S �- -- I "'I - - - / - ` rs °0422 6 lE 214.72 (W) _ STORM CROSSING" SHEET C4.22 N 31 S T S T 67LF 12 PVC �, \ f R OA f-1 / - ° . 6 /E 215.00 6 /E 215.00 (NE) 5 a / -- ------ -- ---� -- \ ®00093 --l_J I \ (PUBLIC) NJAL p YD2 N 20LF 6" D/ PAD 217.7 \ -�-------- \ 12 ®0.0140 R/M2>6.84 G G G 103LF 1 " Dl G -G - - - - - G ,� \ \ ® I Of 00, ROAD B = 8LF 6 �, PV 6 �� lE 214.82 ((VW) 0 0.1484 I � I � �,a � � � °, . ° 6*46.61, ROAD A - _ _ 01 0 � 6" lE 215.00 6" 1E 214.82 (E) CB 8132 TYPE \ 6 /E 214.20 vIANHOLE / ° ° a d 8LF 6" PVC S\ RIM EL=169.24 CB �� �\ 12"CONC(E)IE=167.04 G'B 2 CIM EL=205.23' I � ® �o�, )1,22ZN2" PVC TRACT B LF 6" PVC 2LF 6" PVC ®0.0225 % © 0.0200 12"CONC(W)IE=166.9� STA. 3f47.00, 13.00' RT STA. 4f50.00, 1300' RT E,S) 8" CONC. I.E.-198.43 �� 0 0.0600 � c (A SS & URL/TIES) �1 r�� 0143 10' ACCESS � 1 �" � � � IE 214.1 ,� I EASEMENT TYPE 1, SOLID LOCK/NG LID TYPE 1, SOLID LOCKING LID W� 8" CONC. E.=198.23' oo / \ 1 10 o RIM 181.55 RIM 198.25 ` S89 04 38 E >9D. 99 \ I 12" lE /N 179. 55 (E) 12" lE /N 194.84 (E) \ <'B 7 / ' " 12" IE OUT 179.55 (N) 12" IE OUT 194.84 (W) 0 5 I \� / I ( STA. 5f40.66, 11.41' RT STA. 9f60.58, 17.30' RT ✓I / • \ TYPE 2-48' VANED GRATE q \ I� TYPE 1, VANED GRATE I \ RIM 204.30 CB / 0 MOORE WAL TER421013 C RIM 20388 I \ ,12" IE OUT 197.86\(NW) - STA. Of70.50, 0.00 APN 3342101350 » � .. » 12 /E OUT 199.00 (N) I \ TYPE 2-48 , VANED GRATE 6 CLEANOUT 10 PUBLIC STORM RIM 21,, O RIM 215.81 � DRAINAGE & o CB STA. 5f31.66" 1E IN 207.50 (NE) 6" IE 209.40 (E) UnL/�IES EASEMEN�- / Fz 7 8.45 L T UTILITY CROSSING TABLE I N I TYPE 2-48; 'THRU CURB INLET 6" lE /N 207.50 (SE) 6" lE 209.40 (NW) o � RIM 204.49 \ 6" lE /N 207.50 (NW) CROSS/NG # UPPER NETWORK UPPER P/PE IF LOWER P/PE CROWN LOWER NETWORK CLEARANCE � i � CLEANOUT I N 12" /f /N 196.54 (E) 12" lE OUT 207. 00 (W) � 2I M EL= 203. 84' z I 12- IE /N 196.54 (SE) PIPE CROSSING (TYP) PROPOSED 9' D/A. INFIL TRATION DRYWELL TRACTA 1 STRM 206.88 205.20 SSWR 1.68 12 If OUT 196. q4 (W) SEE UTILITY CROSSING BOTTOM OF DRYWELL EL. = 209. 00 2�1�h i (TREE RETENT/ON) � EX/STING 12" �'B 9 TABLE, THIS SHEET TOP OF DRAIN ROCK EL. = 215.00 0 � 2 STRM 209.32 205.40 SSWR 392 � o � , WATER MAIN I 25' 25' �I STA. 6f 11.13, 12.25' L T L 0 T 3 9 REQD DRAIN ROCK VOLUME= 333 OF 3 SSWR 199.54 197.88 STRM 1.66 3 TYPE 1, VANED GRATE CA 4 SSWR 198.86 196.60 STRM 2WATER MAIN RIM 211.21 25 STING I 1 \ CAROLYN' JO �S TRACTD WAN \ 15� y� 12" IE /N 206.31 (E) (FUTURE „ APN 3342103250 C9NY�YANCE) 5 STRM 208.36 205.47 SSWR 2.88 I --- _- - _ 12 If OUT 206.31 (W) PARC L B \ ----� X - 6 WATER 210.28 205.22 SSWR 5.05 I 1125.0o wQ BA YfRER, x x T, , 9 WATER 200.81 198.55 STRM 2.26 STA. 2-48�" SLID L T 589 04 38"E 60. 01 TYPE 2-48 , SOLID LOCKING LID 0 P 5\ X 10 WA TER 200.85 196.54 STRM 4.31 I RIM 204.92 \ \N 032 0HP OHP 12" /F /N 196.37 (E) RG\ �21 ' 12 WATER 211.07 209.41 STRM 1.67 I 12" IE OUT 195.87 (W) 8 PN 33 13 WA TER 210.31 208.45 STRM 1.86 I ADS BA YF/L TER WATER P QUALITY CATCH BASIN _ELEVEN 14 WA TER 210..38 208.71 STRM 1.67 0 SYSTEM. SEE DE TA/L A P N 33 42103 248 16 WATR 200.63 196.29 STRM 4.34 I SHEET C4.31. R -43 0 510 SURVEYED: SCALE: VERTICAL 17 HA T? 199.69 196.25 STRM 3.45 OTHERS HORIZONTAL- N D 1983/1991 CITY 0 F DESIGNED: 18 STRM 206.56 204.35 SSWR-SERV 2.21 FLA V/0 BA/NOTTI RENTON DRAWN: CHUCK FELLING ONE INCH 23 STRM 206.84 205.08 SSWR 1.76 DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. M/CHAEL MOODY IF NOT ONE INCH 24 STRM 210.06 20540 SSWR 4.66 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M/CHAEL MOODY NOTE: INFIL TRA TION DRYWELL SIZING SHALL BE I REVIEWED AT THE TIME OF BUILDING PERMIT I I I I I I I I I I I I I --I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SCALE: 1" = 20' 0 10 20 40 STORM LEGEND STORM PIPE STORM SERVICE ❑❑ STORM STRUCTURE STORM PIPE FLOW ARROW EXISTING STORM PIPE PR/VA TE STORM LINE PUBLIC STORM PIPE SURFACE LEGEND EX GROUND CONTOUR M4JR EX GROUND CONTOUR M/NR 210 FINISH GRADE CONTOUR MA✓R 212 FINISH GRADE CONTOUR MINR NOTE.- 1. INFIL TRA -ION TRENCH SIZING SHALL BE REVIEWED AT THE TIME OF BUILDING PERMIT. I CAUTION: UT/L/TYCO/VFL/CTS I LOCATIONS OF UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON UVWR/F/ED PUBLIC INFORMATION AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. PR/OR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE ® 811. PR/OR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EX/STING UTILITIES, CONTACTING THE SURI/EYOR OF RECORD TO SURVEY THE HORIZONTAL AND VERTICAL LOCATIONS AND VfR/FY THE LOCATION, DIMENS/ON, AND DEPTH OF ALL EX/STING UTILITIES ON THE PROJECT SITE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DESIGN, INC. TO RESOL VE CONFLICTS PR/OR TO PROCEEDING WITH CONSTRUCTION. ALL PIPES WITH LESS THAN ONE AND A HALF FEET (1.5) OF VERTICAL SEPARATION SHALL HAVE- ETHAFOAM, OR APPROI/ED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARA -ION. C\1 O C\1 u PROJECT NO. 2008 1K oF ,Z,P�• Asy M ,� •�� ry pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .ti Z• PLANNING 41843DESIGN SURVEYING O,n •LISTER F`ESIaNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 Q O4/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING ;+ Surface Water Enginering HHuynh 04/17/2025 JFarah 03/03/2025 JONES RENTON SHORT PLA T DATE. W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE: DRAINAGE CONTROL DRAWING NO: O C4.01 PLAN SHEET: 12 OF: 34