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HomeMy WebLinkAboutR-418312PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT gw W _ II rN �s g " = _ s - BECLAN (AKA-sW era P Via. �" BECLAN PLACE)e = I 17 "� 6 < ��„ TR. A 9z5,g '& �� @ VOL. 262, PG. 43-45 _ $o APN 06421501 JOR gSN & d§S2 APN /0642150310 m & WI£W Sm ws--� _ _ 8 APN 06421501608 w 18 ffee uq� m Eoday y. \ S m APN #0642150160 +rir8 b g' e• gg .�O, L IL w CHI 6+00 _ _ 6+50 _ +T - _ 6p - - 'HIE Rwo- _ V tt Z � tt� V A R JJ Lu UI aZN = _/____- ___ _______- _-00 1E '� E%.GA ($ JBO% Q 0 IN I o (RFL) w�ww U N �� �0 APN o23059219 / �•I 3YR is1XLLI ¢ LEG g bra _J o I LOT 1 ¢ LOT 4 11 LOT 5 L/OT 6 11 1 Q 5,344 f S0. FTC 5,]00 4 M FT 4,999 f s0. R. /5,03fi f SO. Fr I / well LEGEND FOUND CONCRETE MONUMENT d SIGN AS NOTED ON PLANS D MAILBOX 0UTILITY POLE MT3 LUMINARE m WRIER METER // / / / I AV A FIRE HYDRANT -414- / _ _z to / DO WATER VALVE - F // - - r7 ® CATCH BASIN F_------------ y_____j - C _� `W I / 1 ® CATCH BASIN TYPE 2 1 I I 1 1/ 1) 1 1 X ICI I% 0(ol < UTILITY BOX AS NOTED ON PLANS W WASTEWATER MANHOLE \�I 0 - G - APPROX. GAS LINE LOCATION / Il T1 r. Y _ / I -W-APPROX. WATER LINE LOCATION SLvOTsg2T LOT3 I / /' l FORM I�q r• / a �'I" / 11 1 A�4 5�M 1Bt "k/ jTRAI 1 ®_ EXISTING OVERHEAD TPAMNG LIN_SD_ APPROX. STORMWATER LINE E LOCATION aI /ice_-412----- i- _-S859f m. 1./ ///// I /// / / II 4-p1T -i _R 1 /-' /.I• m -SSS SS- APPROX. WASTEWATER LINE LOCATION I1 / XISTING XISTING CONCRETE Y / �/ iS s / I / im GRAVEL —PROPOSED STORM DRAIN1_______-____Lb=L_��=�_�_�_�_�=�=1 PROPOSED SANITARY SEWER MAIN u PROPOSED WATER MAIN o SMOG FENCE _ i PROPOSED ASPHALT PAMNG o -' E WD00 FEN LOT 3 Ap6 ApA q ® PROPOSED GRIND & OVERLAY HAVING(p o APN p1523059218 0 0 PROPOSED CONCRETE r� E=TNG UTILITY NOTE: , ■ PROPOSED CATCH BASIN OR YARD DRAIN ® PROPOSED CATCH BASIN TYPE 2 z LOCATION OF EXISTING UBUTES SHOWN, IF ANY, IS APPROXIMATE & MAY NOT BE ACCURATE OR ALL _ • PROPOSED WASTEWATER MANHOLE < IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION & DEPTH OF ALL UTILITIES PRIOR °• • PROPOSED CLEANOUT PROCEEDING MTH CONSTRUCTON. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIM THE START OF CONSraucPON. 0 PROPOSED WATER METER / a PRoaosED SIGNSURVEY NOTE: I / ➢ 00 PROPOSED LISPS NOCBU EXISTING SURVEY FEATURES, BOUNDARY & TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEI / (REM.)TO BE REMOVED PREPARED, BASED UPON INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELII q (REL) TO BE RELOCATED RELIABLE. PITTMAN ENGINEERING CANNOT ENSURE THE ACCURACY & THEREFORE IS NOT RESPONSIBLE MWSELMAXIMUM WATER SURFACE ELEVATION ACCURACY OF DATA OR INFORMATION PROVIDED BY OTHERS, OR FOR ANY ERRORS OR OMISSIONS WF WQSEL WATER QUALITY WATER SURFACE ELEV. HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT / (TYP),TYPTYPICAL ADDITIONAL SURVEY NOTE `- P PAVEMENT ELEVATION 9 TO TOP OF CURB ELEVATION BOUNDARY AND TOPOGRAPHY NOTE: THE ON -SIZE BOUNDARY AND TOPOGRAPHICAL MAPPING WAS Pf Z G GUTTER ELEVATION CENTRE POINTE CONSULTANTS, INC. SEE THIS SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN I E C CONCRETE ELEVATION = x FOOTING DRAIN NOTE / o FOOTING DRAINS CONNECTING TO THE DETENDON/WATER QUALITY VAULT 1 SHALL BE SET ABOVE THE MAXIMUM WATER SURFACE ELEVATION "MWSEL" fi♦eo MATCH LINE CY P 11M»MIO D•Y• BMx� YIN Oy 1-800-424-5555 Ui• Udwpantl locebn C•411•F mJ�FMARNN STAMP NOT VALID LITCHFIELD ENGINEERING Trf-l12840it AVENUE NE Kirklan1l d W Washington 980 34 3 Te1I4261821-5038 1 (42)821-5739 2 1 Coppight © 20W Litchfield Engineering. Inc. All 61 reserved N0. y GRAPHIC SCALE 20I� 0010 20 BCALWJ E IN FEET 1"=20' / vi rn 9 � (n o Z LLJ a=) 0 1N U Lu a ZI . (D n CML CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL@ M•,.AS NOTED eiraMw 1VD 1°M/'°°' CI OF KAL CONSTRUCTION PLAN REMSIOOMMENT OWNER SUBMITTAL NAIL 10.28-M NAIL FO E N TO N REMSED PER CITY REDLINE COMMENTS KAL 6-20.19 KAL wu x KAL f\ L V V CONSTRUCTION PLAN LIST CITY SUBMITTAL NAIL 3-21-19 NAIL `" INCH DATUM KAL IF NET ONE INCH Planning/Building/Public Works Dept. REVISION BY DATE APPR ��., g"`"CC0fl0X"Y PROPOSED WATER NOTES SEE KCWD 090 PROFILE& DETAILS SHEET 13 & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT OSAWCUT PATCHING PER ED COB 110, 110A & 110.2. HE 2ND ST. 18+23f, 15.7'R HE 2ND ST. 1-8" 45' HORIZONTAL BEND (MJ) W/ RESTRAINED JOINT PIPE (RJ) 1-8" D.I. SPOOL (LF AS REQUIRED) 1-8" SLEEVE (NJ) O2 W/ THRUST BLOCKING (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN REPLACEMENT AREA. EX. WATERMAIN TO REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WITH KCWD p90 INSPECTOR) HE 2ND ST, 18+33A5, 5.7A I� O1-8" 45' HORIZONTAL BEND (MJ) W/ RESTRAINED JOINT PIPE (RJ) 00 W/ THRUST BLOCKING (] HE 2ND ST. STA. 18+36t C:) RECONNECT WATER SERMCE FROM EXISTING METER ON ADJACENT Loi 4 TO WEST TO NEW WATERMAIN PER KIM p90 STANDARDS. r ABANDON EXISTING WATER SERMCE AT EXISTING MAIN. (V �! HE SLID ST. 18+683 REMOVE I -EXISTING METER SERVING PROJECT SITE & RETURN TO NOW) 0 B90 FOR CREDIT ON 1-NEW METER FOR LOT. ABANDON EXISTING WATER SERVICE AT MAIN. (WATER SERMCE TO REMAIN ACTIVE AS DIRECTED BY OWNER DURING COrvSTRUCT10NJ © HE 2ND ST. STA. 18+913 RECONNECT WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM EXISTING 8" WATERMAIN TO NEW WATERMAIN PER KCWD K90 STANDARDS. ORECONNECT HE 2ND ST. STA. 19+012 WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM EXISTING BE WATERMAIN TO NEW WATERMAIN PER KCWD Y90 STANDARDS. HE 2ND ST, STA, 19+982. 5.7R Ch REMOVE EX. 8" 45' HORIZONTAL BEND. Ln (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN O AREA. EX. WATERMAIN TO REMAIN IN SERMCE DURING ®REPLACEMENT CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WIIH KCWD #90 O INSPECTOR) 0 1-8" D.I. SPOOL (LF AS REQUIRED) O 1-8" SLEEVE (NJ) _ HE 2ND ST. ABANDON EXISTING WATERMAIN IN PLACE IN AREA OF NEW N O9 WATERMAIN REPLACEMENT PER NOW #90 STANDARDS. Q HOOUTAM AVE. HE STA. 7+47, 7+49, 7+68, 7+70, 9+04 & 9+06 D CONSTRUCT 3/4" WATER SERVICE. TYP. FOR NEW LOTS 1 THROUGH 6 J PER KCWD #90 STANDARDS. 17+60 MATCH LIE SEE LOWER LEFT + . OEd I Ch ho' I + � I X I 83 o �> m o°� Co a= n O CY Ln m 1 g Z GO N n I O DO HN n O O n el O )O J I a an NH CD I d BIN I 6$} k AX5e� g^ W megggg r w--- w� =aw N COMPLIANCE WITH CITY OF RENTON STANDARDS Ir 2 DEVELOPMENT ENGINEERING (n msippo 06/25/2021 0 (j Z 0 Z J GREEN'S LANDING SHORT PLAT MTI4-23-21 U) 5008 NE 2ND STREET KING COUNTY WATER DISTRICT #90 CROVINO- W WATER PLAN 12 w (FOR REFERENCE ONLY) SHEET. On16 (D b R-418310