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HomeMy WebLinkAboutR-418305O J w r a e r_ BECLAN (AKA ss a SECLAN PLACE) 5 o O VOL. 262, 1 43-45 1 SS� N (/) \ $APN 4 Sd #0642150180 ge,�,R� HD z 0 �j Q C J J � Z _ 6 1+00 - _ 6+50 ILL ILL § Ln UTILITY CROSSING TABLE ID. PIPEIDESCRIPTION INVERT(IE)PIPEI PIPE2DESCRIPTION TOP ELEVATION (TOP) PIPE 2 PIPE SEPARATION(ET.) EX. 8" W 413.1 6" SSS 409.1 4 12" SO 407.4 6" SSS 406.0 1.4 12" SO 406.2 6" SSS 402.4 3.8 12" SO 399.3 6" SSS 396.3 3 8" W 401.6 8" SS 384.7 16.9 OF EX. 8" W 401.9 81,55 384.6 17.3 I 17 APN #0642150170 FULL STREET WIDTH�9 GRIND &OVERLAY •---� R----�' IS40906 - - - - - l P '^ ii B" SSW YYff Y+ z _______ a 5IE: 409.09 $ /qo� _______ ___ _ ? d3 n ^ s z it a0 n `e$ 10 ttrt SIDE SEWER EASEMENT O 3 0 "I OWP LOi I FOP 1NE BEXERi t5'aluu d r m OF LOT & LOT 2 C) - ®N$ 000 ® UNDERGROUND ALL DRY UTILITIES PER ch CA ZS:W %o CITY & FRANCHISE LLl z REQUIREMENTS & i3yl Q 0 C- RECOMMENDATIONS t W ^'^= J > I LOT 1 IN ALL PROPERTY Q EoHNN Q I 5,3M 1 SO. Fi FRONTAGESS SSCO IE: 410.63 5 LEGEND I- - - - F- 0 FOUND CONCRETE MONUMENT I y Stics A SIGN AS NOTED ON PLANS 0 MAILBOX 0-�UTILITY POLE WITH LUMINARE \® ® WATER METER _ - - 414 _ - A FIRE HYDRANT - - DO WATER VALVE I = e o ® CATCH BASIN C u ® CATCH BASIN TYPE 2 0 I q 0(ol < UTILITY BOX AS NOTED ON PLANS b $ W WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION r m LOT 2 - W - APPROX. WATER LINE LOCATION 5,983 4 W FT. _SD_ APPROX. STORIWATER LINE LOCATION _ _ SSS-SS- APPROX. WASTEWATER LINE LOCATION I 412 - E - APPROX. OVERHEAD UTILITY LINE LOCATION a // 0 EXISTING ASPHALT PAVING 0 EXISTING CONCRETE E., E- EXISTING GRAVEL - PROPOSED STORM DRAIN - - - -- - PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN b 6MOD fFNt£ PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAVING (ED o 0 PROPOSED CONCRETE ■ PROPOSED CATCH BASIN OR YARD DRAIN ® PROPOSED CATCH BASIN TYPE 2 • PROPOSED WASTEWATER MANHOLE a PROPOSED CLEMENT 0 PROPOSED WATER METER 0PROPOSED SIGN 0 PROPOSED LISPS NDCBU (REM.)TO BE REMOVED (REL) TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WOSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TIC TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION N L I T �V aF FASyXN ! R GREEN'S LANDING SHORT PLAT PROPOS® SANITARY SEWER NOT SEE SANITARY SEWER PROFILE & NOTES SHEET 11. O SAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT PATCHING PER SO OSAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT PATCHING PER SO CDR 110, 110.1 & 110.2. HE 2ND ST. 18+231, 15.7'R HE 2ND ST. 1-8" 45' HORIZONTAL BEND (NJ) W/ RESTRAINED JOINT PIPE (RJ) 1-8" D.I. SPOOL (LF AS REQUIRED) 1-8" SLEEVE (MJ) O2 W/ THRUST BLOCKING (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN CDR 110, 110.1 & 110.2, NE END ST. STA. 18+35.55-5'L REPLACEMENT AREA. EX. WATERMAIN TO REMAIN IN SERMCE DURING CONSTRUCT THEIR q3 PER SO CDR 4DD.1 & 401. CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WITH KCWD p90 HE 2ND ST. STA. 19+95.16^36.1'R ® PROVIDE STUB & CAP FOR FUTURE CONNECTION. INSPECTOR) EX. SSMH #1 SEE PLAN & PROFILE FOR ELEVATIONS SEE PLAN & PROFILE FOR ELEVATIONS_ O2 NEW 8" SANITARY SEWER CONNECTION TO EXISTING SSMH #1 TO BE CORED PER CITY OF HE 2ND ST. 18+33.15, 5.7'R RENTON STANDARDS. RECHANNEL SSMH FOR NEW CONNECTION. PATCH MANHOLE PER ED O CONSTRUCT CLEANOUT TO GRADE PER SO CDR 403.1 O 1-8" 45' HORIZONTAL BEND (NJ) W/ RESTRAINED JOINT PIPE (RUN COR 106. W/ THRUST BLOCKING © CONSTRUCT 6" PVC SANITARY SIDE SEWER PER SD CDR 406.1 AT 8=0.0200. CAP & HE 2ND STA. 1#2 MARK END. HE 2ND STA. 18+36t O CT. PER CONSTRUCT SSMH p2 PER SD CAR 400.1 & 401. CT. RECONNECT WATER SERMCE FROM METER ON ADJACENT LOT SEE PLAN &PROFILE FOR ELEVATIONS. CONSTRUCT 6" PVC SANITARY SIDE SEWER RISER CONNECTION TO SEWER MAIN PER SD O TO WEST TO NEW WATERMAIN PER KCWD KCWID # 90 STANDARDS. e e� APN 16_� 0642150160 E'5 d�- TR. A APN /)0642150310 o, e' N l wFww� I i 21 / � XLO/ #1523059 APN 219 q LOT 4 6300 i SO FT K CONSTRUCT ALL UTILITY SYSTEMS PER THE APPROVED PLANS - - FOR EACH UTILITY - - / Ma O CDR 409 & 406.1 CAP & MARK END. ABANDON EXISTING WATER SERVICE AT EXISTING MAIN. HE 2ND ST. 18+68! REMOVE 1-EXISTING METER SERVING PROJECT SITE & RETURN TO KCWD O #90 FOR EDIT ON 1-NEW METER RLOT. ABANDON EXISTING WATER BE II SERMCE TMAIN. (WATER SERVICE TOREMAIN ACTIVE AS DIRECTED BY 3 �';" OWNER DURING CONSTRUCTION.) ?ea a wP I I 8S_$I aim o CC © HE 2ND T. STA. 18+91t RECONNECT WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM + g =mw I EXISTING 8" WATERMAIN TO NEW WATERMAIN PER KCWD y90 STANDARDS. n2P \9aw Zm -" 5 ISw8 b - rR31 HE 2ND ST. STA. 19+Olt ikj ----------lea P4EX 0 I ILi � I 10 PW 9Df SEWER EASENN� / OM:R LOi 4 FOR 1HE WITSON OF LOT 3 It LOT 4 / I Il+aLOTO5T i OT 6 IF /5,086 S 50. Fi. I '0 W IE� MOIRE/5 1 // 5 IS 39578 11 � ( 1 S=0.g2(O SW) / 1 f- - r - - -- - - r.a _ _.li_ - LOT 3 / /I! TES. 131 1 1 I y1� I! 5,859 t W FL / 1 5 _ R IJ -$-�0-d--F-K /a--Y /- - �� t __-________L_6_i_d_d_d_�_L_L_l�__d_d_ 410, - ' 6' WOOD PLACE Von edo a0A o LOT 3 APN W1523059218 384.8 9IN7 / SIDE SEWER NOTE: TIE 38471 OUT I // SANITARY SIDE SEWER STATIONING SHOWN IS FROM NEAREST DOWNSTREAM MANHOLE. MINIMUM SLOPE ON SANITARY S1DE SEWER IS S-0.020O'/' FOOTING DRAIN NOTE. FOOTING DRAINS CONNECTING TO THE DETENTION/WATER QUALITY VAULT SHALL BE SET ABOVE THE MAXIMUM WATER SURFACE ELEVATION "MWSEL" AS SHOWN ON THE PLANS. m wKwkland LITCHFIELD ENGINEERI.w.�.w-�-6 t -12840 81ST AVENUE NEOW2Y 0 OW�WN YouDIo Washington980341-800-424-5555 Te114261821 0 9 F (425 821-67 9 DWICINA) t mALFMARWA) STAMP NOT VALID UNLESS SIGNED AND DATED Copyright © 200o Litchfield Engineering. Inc. All rll reserved. N0. 11 yya„�baw O RECONNECT WATER SERMCE FOR ADJACENT LOT TO SOUTH FROM G mggry tl EXISTING W WATERMAIN TO NEW WATERMAIN PER KCWO #90 STANDARDS. HE ONE) ST. STA, 19+982, 5J'R 1 \ C REMOVE EX. 8" 45' HORIZONTAL BEND. (ABANDON REMAINDER OF EX. WATERMAIN IN PLACE IN WATERMAIN / REPLACEMENT AREA. EX. WATERMAN TO REMAIN IN SERMCE DURING CONSTRUCTION UNLESS OTHER ARRANGEMENTS MADE WITH KCWD p90 �. cP INSPECTOR) 1-8" D.I. SPOOL (LF AS REQUIRED) INA 1-8" SLEEVE (MJ) 1 8 9 HE 2ND ST. ABANDON EXISTING WATERMAIN IN PLACE IN AREA OF NEW / O WATERMAIN REPLACEMENT PER KCWD K90 STANDARDS. S-33b1 HOQUTAM AVE. HE STA. 7+47, 7+49, 7+68, 7+70, 9+04 & 9+06 CONSTRUCT 3/4" WATER SERVICE, TYP. FOR NEW LOTS 1 THROUGH 6 / ¢ PER KOWD #90 STANDARDS. TEL sm GRAPHIC SCALE 20 0 10 20 AW J SCALE IN FEET e =zD' n4eo MATCH LINE SEE LOWER LEFT SIN 0 zm i 1 3 - 1 0- W�RBH r7 a I iW b� aN 19I54.O5-51 �Ea- NOW TOP IDEAS 0 N Fwsw / ,aq@ IS 38412 N w % IF 38402 w$ww� 'O AN - As o a RECORDING EASEMENT PF8 / FECORDINC N0.0202N0630 w / E CORDNG N0. 82W19051R1 I I 1 6 7 ,ca 14794 90E SEVER ASIDNI L w IS 65E=3&.4 (IONEN) r FULL STREET WTDiH L{a> GRIND & OVERLAY = o [tiD w 00 rn 0 c3>p 1 L5 � 9 '� r ,><„2 o w O F 0 wzw 2am xa I = CV � 0 adCo LED e� l l } D U= N O I ® jl C,R J DO W > a I- ON a - O ZI OJT W O O q P I > d ¢ SACKFUL EX. DITCH D o 2\h CO BEACKf°LUINING SW a AWx EIRPHAAYI Viz- ON,� I _�P- 5aM ROR UDm I!*W MMIM LWYC JCC KT.N FNII E EPA AS NOTED eiTartw n'D 1°MK1°°' DATUM CITY OF FO E N TO N f� L V V Planning/Building/Public Works Dept. CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL KAL CONSTRUCTION PLAN OWNER SUBMITTAL KAL 10.28-M KAL SREASIONSONEWECURE REVISED PER Cltt REDLINE COMMENTS KAL 6-20.19 KAL wuEx KAL CONSTRUCTOR PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL `" KAL47 PHU Redc IF HOD ONE INCH see AC0flNALY REVISION BY DATE APPR meme ., NA H H N Q J LOC. ON D. 18 W39I •" G',1" W s...,J W W TOP l FIELD SET - - -- IE 38699 NEW 12" e IE 388.49 EX. RD CP _ e r J I I SW 0 N COMPLIANCE WITH CITY OF RELATION STANDARDS 0 DEVELOPMENT ENGINEERING O msippo 06/25/2021 Z 0 Z J GREEN'S LANDING SHORT PLAT Who-z3-21 U) 5008 NE 2ND STREET - Z - W UTILITY PLAN ro5 w Ir �16 Ir S-418301 - R-418305