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HomeMy WebLinkAboutR-430502CONNECT TO EX CATCH BASIN STORM DRAIN CATCH BASIN RIM= 193.42' (N) 12" CPP- 191.22' (S) 12" CPP- 191.32' CONTRACTOR TO RESTORE EXISTING GRA VEL SHOLDER IN KIND AND RELOCATE ANY DISPLACED EX/STING STRUCTURES. (TYP) -12f82.00, 21.75' RT RELOCATE EX/STING LIGHT POLE EX/STING POWER POLE. THE EX/STING POWER LINE RUNNING DUE SOUTH WILL BE PLACED UNDERGROUND, CONNECTING TO THE EX/STING POWER POLE LOCATED TO THE SOUTH. ,S) 8" CON MA TCHLINE 12+15 SEE LEFT 12+10.76, 7.50' RT - MI m END SAWCUT 1A 3: I 12f 10. 76, 0. 00' o I I I END HALF STREET 2" GRIND AND OVSRLA Y 12f10.76, 8.81' RT END 5. - 1 TAPER END 0. 5' ASPHAL T BERM MATCH EX ELEVAT/ON J E��R OS P 2 016�0 P � R 33� INSTALL TEMPORARY 5' PPS ASPHAL T TRANSITION RAMP SAWCUT LINE (TYP) I AD✓UST EXISTING TELEPHONE RISER TO FINISH GRADE. CONTRACTOR TO COORDINATE W/TH U7LITY AND S CITY OF RENTON C PR �Rsp \ GN � 0 63� w�'o2 N 3 10*33.64, 18.00' RT PQ END 25' RADIUS CURB RETURN 10*24. 43,, 23. 00' RT RELOCATED SPEED LIMIT AND NO PARKING SIGN PER COR STD PLANS -129 AND 136. SEE DETAIL SHEET C3.32. lOf 16.66, 24.65' RT INSTALL ADA RAMP PER WSDOT STD PLAN F-40.16-04 TYPE PERPENDICULAR B SEE SHEET C3.33 10* 17. 93, 16. 85' L T CONTRACTOR TO STORM DRAIN CATCH BASIN UPGRADE ADA RAMP II RIM = 200. 31' IN K/ND. PER WSDOT - q7n P1 AA/ F-,dn 1R-/J 3 d° HP ;�:�SDO HP OHP ®P OHP OHP ° � OHP - 7 SD SD SD SD SD SD W W W W W w SS SS- \ cc SS SS SS \\ \\ N 31 ST ST 10f00.00, PARK AVf N = � f \ - - - - - - 5f00. 00, ROAD A I - --------------------_------ I-_ J z I m SEWER MANHOLE A U\ 10f15.86, 28.66 LT AIM EL-205.23' INSTALL NEW POWER POLE E.S) 8" CONC. I.E.=1 98.43' THE POWER LINE RUNNING DUE WEST WILL BE PLACED UNDERGROUND ACROSS PARK A VENUE. j ONCE ACROSS PARK A Vf_NUE, THE UNDERGROUND LINE WILL EXTEND BOTH NORTH AND SOUTH, CONNECTING TO THE EX/STING POWER 17. 64' L T POLES LOCATED /N THOSE DIRECTIONS. 9f76.79, NOTE THE PROPOSED UNDERGROUND POWER LINE /S SCHEMA TICALL Y ILLUSTRATED. DETAILED DESIGN AND SPEC/F/CATIONS WILL BE PROVIDED BY OTHERS. NOTE CONTRACTOR TO RESTORE EX/STING PA VERS, PA VING, GRA VEL & LANDSCAPING /N CONSTRUCT/ON AREA ALONG N 31ST STREET TO PRE-EX/STING CONDITIONS OR BETTER. CONTRACTOR TO UPGRADE ADA RAMP IN KIND. PER WSD0T STD PLAN F-40.16-03 S884411 W 25.00 9*59.03,, 0.00' BEG/N HALF STREET 2" GRIND AND 0Vf_RLA Y 9*81.18, 25.19' RT INSTALL ADA RAMP PER WSDOT STD PLAN F-40.16-04 TYPE PERPENDICULAR B SEE SHEET C3.33 G � pR 50 Mop _5�21 PPS SEWER CLEANOUT RIM EL=203.84' -- - I u L_ 10' DRIVEWAY ESMT I 20' INGRESS, EGRESS & UTILITIES _ REC NO 4731181 i � ESM'T PER (R2) 17 -�- ------ 589 06'14 E 257.00 PROPERTY LINE (TYP) d 122.17 127. 83 5' SIDE- BSBL � - - _f:S/DE BSBL - - T �--------------------I °4° \ ✓ I 10' PR/l/ATE I 25' 1 5' I PROPOSED LOCK STORM DRAINAGE I FRONT FRONT I BSBL (TYP) AND LOAD WALL EASEMENT I BSBL BSBL i I o I TOP. 209.0 3.7 d e 1 I TOE- 205 J 2 ° . I ° 66' . d: 8, 146E SF ° . ° °d' ° n 16' PRIVATE z 8 PLANTER ° . 8, 523 SF 0� 3 OF OF I 25' a I ° a ACCESS P 5' S/DEWALK 4 .° I ° °O o ° d EASEMENT ENE P PN PROF 1 I REAR if47.19 O e d Cp 4° . 7 ROW END ROAD B I ° , a ��' ° SEWER SERVICE O NG�p� \S\pN 63 i BSBL DED/CATION d I ° :.. ° ° (TYP) G • NON xl Q G. 25' I 6' CEDAR FENCE PER Q ° I a C STREET I- - - - DET�LL ON SHEET LZ31 I 25 BSBL --------------------1 10' SIDE BSBL 40' PUBL/C STORM ORANGE & UT/L/T/ES 12314 SEM- I PROPOSED 10' SIDE BSBL ENT SEWER TYP) 126.84 5' SVE- BSBL 7U�15 -------- 5' SIDE BSBL 10f16.36, 17.27'RT 25'° ---------------- _ _ _ 25' I EX/STING POWER POLE SHALL BE ° 25` N , ' SEE ROAD SECTION, -I 1 h STREET I REMOVED AND POWER LINES TO THE °'p/�1T h 20' `O I °25 ° SHEET C3.31 o BSBL I SOUTH, NORTH, AND WEST SHALL BE ° BS `FRONT (TYP) DES 215 UNDERGROUNDL UP TO THE NEXT a I B ° BSBL d 21 �E 4 P 33 P p56 I o d I POWER POLE. 1 ° PR S I = 7 068E SF d , ° �b ' 8, 778E SF PP Q 9 G TOR- 211.0 ;o � p TRA CT C RE P PRG I TOE- 207.1 3 9 6f32.26, 2.3.90' L T R=25.00 INSTALL ADA RAMP (ACCESS & UTIL/TIES) ° 1, 682 SF d=883349" PER WSDOT STD 6*58.7,, 23.94' LT L=38.64 PLAN F-40.16-03 I I I PROPOSED 'iV0 INSTALL ADA RAMP I REAR ° . TYPE SINGLE DIRECTION A o PARKING SIGN PER WSDOT STD I BSBL STOP SIGN & SEE SHEET C3.33 I ^ R=25.00 -I PLAN F-40.16-03 STOPBAR TOR- 212.0 R=25.00 4=900000I TYPE SINGLE DIRECT/ON A � L TOE. 208.3 3'7 A=90� 27 I PROPOSED FIRE SEE SHEET C3.33 L=39.27 I 10' STREET BSBL I ? _ _ HYDRANT (TYP) ° -J WATER METER 10' 5/DE BSBL R=25' S3. 83 A (Typ) e. 10.00 . 90.80 5' SIDE BSBL d 5' SIDEWALK 6' TOP.•213.5- - - - - - - - - 8PLANTER (TYP) TOE- 212.0 1'5d -� R=15' R=15' N 858'16 W 166.58 22' (TYP) 2 5' 26' V1 - 8' PLANTER •a5'. SIDEWALK R=25.00 135.35 A= 612443" 8.7 L=29.41 INSTALL 0.5' ASPHAL T BERM Jp�ES �5.> TAPER GPRO32 6� 11f64.81, 18.00' RT �2�0 �E fNO 5W CURB R& GUTTER R\PPN 3P PRE g805�' BEG0. IN 5' ASPHAL T BERM G P 31 REND P P 11*64.54,, 31.50' RT END NEW PLANTER -- -&c SIDEWALK ------- TOR- 212.0 3.9 TOP.-212 5 0.5 TOE. 208,1 TOE.• 212. 0 ROAD A� (PUBLIC) PROPOSED 6*78.11 WA TER (TYP) END ROAD A RELOCATE EXISTING 5f80.84, 17.50' RT INSTALL MAILBOX COMMON/CA T/ON PEDESTAL. PER COR STD CONTRACTOR TO COORDINATE WITH DETA/L PLAN H-57 UT/L/TY AND CITY OF RENTON. SEE SHEET C3.33 9f59.56, 31.50' RT BEGIN NEW SIDEWALK o INSTALL TEMPORARY N I ASPHALT TRANSITION RAMP a 9f 63.63, 18.00' RT BEGIN 25'RADIUS CURB RETURN 9f59.33, 18.00' RT BEGIN SAWCUT 25' 25 a 0o I 25 BEGIN NEW CURB & GUTTER °P' THE PROPOSED UNDERGROUND POWER LINE �NER\N J0� 250 /S SCHEMA TICALLYILLUSTRATED. DETAILED DESIGN AND SPECIFICATIONS WILL G? ��210 g C) BE PROVIDED BY 0 NERS GEL PPN P PR 00 ---- --- Ia X -- - x EX/STING POWER POLE. THE EXISTING POWER LINE RUNNING DUE NORTH W/LL BE PLACED _> GN L\���3251 OHP UNDERGROUND, CONNECTING TO THE �R EX/STING POWER POLE LOCATED TO 8 I I THE NORTH. P P� 135.35 TRACT B PROPOSE (ACCESS & UTILITIES)) STORM TYP 2, 317 SF X 589 04 38'E 196, 99 X SURVEYED: �+ DESIGNE0NERJ FLA V/0 BA/NOTTI DRAWN: CHUCK FEML/NG CHECKED: M/CHAEL MOODY NO. REVISION BY DATE APPR APPROVED: MICHAEL MOODY 0*50.00, ROAD B = ° 6f 46.61, ROAD A PROPOSED /NF/L TRA 17ON . I a DRYWELL (TYP) ° < ° I 25' I 5 I REAR 25' I I 6,997 SF I BSBL FRONT BSBL I • I 10' PUBLIC _ACCESS EASEMENT 10' o I I I 10' PUBLIC STORM 30 �IDE BSBL DRAINAGE & UTILITIES EASEMENT SCALE: X ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 N h TRACT D (FUTURE o TRACT A CONVEYANCE) ' 942 SF �O (TREE RETENTION) 3, 005 SF TREE PROTECTION FENCING 45.76 N89 04 38"W 45.76 PPS R-430502 VERTICAL: CITY 0 F HORIZONTAL-NAD AD 1983/183/1991 R RENTON DATUM Planning/Building/Public Works Dept. 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 - I I A N SCALE: 1" = 20' 0 10 20 40 STORM LEGEND 0 STORM PIPE STORM SERVICE STORM STRUCTURE STORM PIPE FLOW ARROW EX/STING STORM RIPE SEWER LEGEND 0 SEWER PIPE SEWER STRUCTURE SEWER SERWCE SEWER PIPE FLOW ARROW SEWER EASEMENT EX/STING SEWER PIPE WA TER LEGEND WATER MAIN )7d IN[ WATER F/TT/NG �E FIRE HYDRANT WATER METER PRESSURE REDUCING VALA VE WATER EASEMENT EX/STING WA TER PIPE SITE LEGEND NOTE SITE CONCRETE LINES SITE CONCRETE PATTERN ASPHALT GRIND AND OVERLA Y SEE LANDSCAPE PLANS FOR ALL LANDSCAPE FEATURES AND DETA/LS. CAUTION: UTILITY CONFLICTS LOCATIONS OF UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON UNVfR/F/ED PUBL/C 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 EXISTING UTILITIES, CONTACTING THE SURW OR OF RECORD TO SURVEY THE HORIZONTAL AND VERTICAL LOCATIONS AND VER/FY THE LOCATION, DIMENSION, 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 APPROVED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARA TION. N O N LJ PROJECT NO. 2008 1K 00""S ti�;��o • AsyfMpd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .ti Z• PLANNING 41843DESIGN SURVEYING �.`'• GISTER sIBNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 5 O4/02/2L� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING f HHuynh 04/17/2025 O W JONES RENTON SHORT PLA T �� W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE: O DRAWING N0: SITE & FRONTAGE PLAN U.. O� \l SHEET: OF: 4 34