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HomeMy WebLinkAboutW-418204OPFSITE CB f 3'6d� 134-_LOT. 1W 1f6" PVC (N,S,E) 130.88 eviLD ° e - • ° ° FG 171E m r� :d ° d p d 113.20 °' BEGIN 5' SIDEWALK ' STA 7+31.90, 21.50' LT �- . •� . FG 133-97 133.13 mqF0 d - - A, 154796 I 1:2 X. IS, PIPE A ALL°P, IP.E FG . a UPSTREAM RE PRIV47t 156.08 a d _ P T RIM=14��-A31.94 6; :: ` ' T+ ° T P P �el + + + + + + 12" CON (W)=1�8 712&84 .: + + e b 736:03. + OHP-�1®I�P"+�� 129 ° `OHPe 19 . SD SD T SD S9 SID - SD SD N•_'• / MATCH EXISTING "�r 3 _ BEGIN #TORM REPLACEMENT113196 FL v w w STA 7 29.75, 11.83' LT w Iw _1.13*7 w �- �: -..: :.'a w w w w _ / 11 BEGIN CURB OD GUTTER '� I - FA9( 13.00' LT 8 3 7+00 T--32.86 ( - 119Y• LF TRIPLE STA 7C� '�.4�6 117 9' LT WALL CPE OR APPROVED EQUAL RIM: 133.28 \ss Ss SS SS SS ®83g9� INV 13 12" (E)130.3 \ 7 o6o'ie SS St 1 3 INV- . 12" (W)1 3 I .\ 1 / SD SD SD SD SID / /SD SD SD SD D SD SD 3 G G G G G G G G T- G G G G 155 150 145 140 135 130 SDCB RIM=133.29 IE 12" CONC. (E)=131.29 IE 12" CONC. (W)=131.29 FL 135:-54 w 13,2` w 6 sAwcur U) (MATCH EXISTING) FL LOT 36 DRIVEWAY CENTERLINE Q 3 STA:7+61.08 30 68- ss SS-1 Ss SS 3 /! SD/ /SD SD SD SD G G G G FL 1-37:-53a 128 w 134 LF 12" TRIPLE WALL OR APPROVED EQUAL ® -4 4.8� A - sS SD SD G G -LOT -a Sl L - - LOT T. 34 _ . °. a-d - d ° . d°. c d d R POPOSED' PRIVATE: I m -.4 - °e ° d ° °. STORM EASEMENT - d e ° A. °d d 4. '.'d-' d. .° O O JIF d \ d �38-3g G .138.4'7� FG 139?44a - - b . ' 5.00�:SIDEWA j d F. 8 . ' a ° .1-41 r PG� � 3.3 e . ` F� 4 F d t - ° ° T e a . 138, 13.9.38 - . T T + T T+ + + -G- no, �PLANiTER+- 1 a 41. 1 ° - a. T 0 0 O° f1 ° ° OHP °'( 9 x � z � 0 5 10 » , -FG ,,,6 SCALE 1 = 10 142.70 `END 5' SIDEWALK STA 8+75.93, 21.50' LT FGT 142.64 EXISTING 12" CONC T 10 SD TO BE REPLACED OAP - OHP -TOHP T OHP 0 SD SD cn -Wry 1�3 g� FL `FL 139 t8 I.:::::::':-j \ LFL ' FL 441 78� 141.96 END C RB AND GUTTER- / w �- w 5 wSDCB w w139.09 WI CUR jw FL }#Q#} 140. 6 I 141.60� 8+: 13 0' LT EXISTING �" DI WATER `b 13µµ"11I00/ w ' w Ft - w � w w - ^d RIM=138.51 �`�'='� STA +74.37, 11. 1 LT IE 12" CONC. (E)=136.66 U) 3: RIM0" 1.59 �r IE 12" CONC, (W)-136,66 4 `" V-436r54 12" (E)136.59 TO BE REMOVED - I I V=136 54�12" (W)136.59 9+00 - I / OT 34 DRIVEWAY CENTERLINE STA: 8+60.03 L3 LOT 35 DRIVEWAY CENTERLINE Q \ \ Ss STA: 8+11.44 SS-s EXISTING 8" CONC SEWER SS SS S SS .._ . 18 N 34TH ST 3 ss�Ss (RESIDENTIAL ACCESS) N \ING 12" CONC SD \ IS 1 SD -`Sp - SD :s" SD /SD SD SD SD SD SD EX� SD SD SD SD/ SD G G G / G G G G G G SDCB FRI=143.48 SDCB RIM=138.84 N _ IE 12" CONC. (E)=141.78 IE 12" CONC. (E)=137.29 IE 12" ADS (W)=141.78 IE 12" CONC. (W)=137,29 SSMH RIM=140.76 IE 8" CONC. (E)=132.56 IE 8" CONC. (W)=132.36 IE 6" CONC. (S)=132.76 58 -LF 12" DI 40:97% 9.30% ss _SS T 0HP T SS SD SD G G G G KEYNOTES: OPROPOSED WATER SERVICE PER COR STD PLAN 320.1 1FOR LOT 34 TO BE INSTALLED BY CITY FORCES ** WATER SERVICE PER COR STD PLAN 320.1 OPROPOSED FOR LOT 35 TO BE INSTALLED BY CITY FORCES ** SDCB RIM=145.06 O PROPOSED WATER SERVICE PER COR STD PLAN 320.1 IE 12" ADS (E)=142.56 FOR LOT 36 TO BE INSTALLED BY CITY FORCES. ** E 12" CONC. (W)=142.56 ® EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 34* SANITARY SIDE SEWER PER COR STD PLAN - - OPROPOSED 406.1 FOR LOT 35 6 EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 36 OPAVEMENT RESTORATION PER CITY OF RENTON STANDARDS (TYP) T 0- T - 0H P ® FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1 WITH 2-6" 45' VERTICAL BENDS (MJxMJ) WITH THRUST BLOCKING PER COR STD PLAN 330.3. PROVIDE 1' CLEARANCE FROM PROPOSED STORM. END STORM REPLACEMENT STA 9+31.21, 12.47' LT Og TAPER CURB TO RAMP PROTECT EXISTING UTILITY DURING CONSTRUCTION. w 11 CEMENT CONCRETE TRAMC CURB AND GUTTER PER COR STD PLANS 101 AND 101.1 CEMENT CONCRETE SIDEWALK PER COR STD PLAN 102 QCEMENT CONCRETE DRIVEWAY PER COR STD PLANS 104.2 AND 104.3 SS- 14 EXISTING WATER SERVICE TO BE REMOVED PER CITY IS7DS A SEPARATE WATER PERMIT IS REQUIRED. Q CONTRACTOR TO PROVIDE ASPHALT RAMP TO AVOID RELOCATION OF POWER POLE AND TELECOMMUNICATIONS CABINET 1® NOT USED 3 - G G 7G 3 1 © INSTALL NEW NDBCU WITH 7 BOXES PER COR STD PLAN I I H026, COORDINATE WITH RENTON POSTMASTER 1® SAWCUT LINE (TYP) 1® CONTRACTOR TO INSTALL CATCH BASIN INSERT PER COR STD PLAN 216.30 ® CORE DRILL OPENING AND PROVIDE WATER TIGHT SEAL QINSTALL CONDUIT FOR FUTURE UNDERGROUNDING OF EXISTING OVERHEAD POWER. ® CITY SPRITE ZELKOVA STREET TREE (TYP) .......... ..... ...................... ...................... ........................................................ ...................... .......... ......... .......... ...................... ...................... ........................................................ .......... ......... ..... ................. ...................... ...................... ........................................................ .......... 0) 0) ......... ...... ................. ...................... .......... ........... ..... ...................... ...................... .......... ......... .......... ...................... .......... ......... ....... ................ ...................... J �....... Ni ......... ........ ................. .......... GJ W . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . m .0 �- tp �O itj �.- + vN vN 6), -. r\ I- +�Qg_�.� II II �. �. � N lu �� �W°p �. m EL. Q. II II..Q� �. �. . W��- z z +? +;I 00 V � (0 ? ? la 'ItN �' o EXISTING 1 " CONC o... 00 rnao m �� SO TO BE REPLACED _ - - - - - . .� ...... ....... .....rn __ ---- o.41� 3 -' `�� �J PROPOSED GRADE AT 00.�. y10 ct +m. _ __ _-� _ 9 . ---- .......... ...................... Q.. w...... Q ........ .... ED........ Flo.... - - - ----_.. .... - 1-2 v �- o EXISTING 12 C NC LU s L .g ^ ^ -.-. - .......... .......... ......z m . m o� ......... 10........ ..... ... .... E ISTING GRADE .A. ... _ - - -. _ _ - - -.-.-. . .. ...... ......... .......... .......... ...... . . �J 0 -4 V.+ Imo. ... ... .� + ce o . II II li g m V W Q .� �.? z .� ? _ - - - - - - EX FIRE. CROSSING . .... o W Q�?.�.?. .� _- - - . ... . -� -___- �- 4.89%. IE=139.0 .. .................... 2.0 MIN 2.0'.CLEA.R.......... - - - - - 1$ _ _ TRIPLE WALL CPE OR AP ROVE .. .... .......... .......... ..... .............. .................. COVER - - _ - _ - LF 12" 0.6' CLEAR ...... _.-.-- ........ -...... .............. 1.0' CLEAI? _.-.-. PR OPOSED ffRE. ... .. . ....................... ...................... ............................ ................... CPE OR APPROVED H RANT CROSSING EQUAL ® • T0 =128.66 125 N OJLXwL O O^JLL X w O LJ L w c�j N c0 C�Nco ) N c0 P) L n n O p2 X w c0 c0 j I" X w n Ln LJL c0 X w c1q_ d- O : O) 1.: ^ O � a0 X w ^VX- Lu rkl- ^ w NX w L LLI 7+00 Lil a z J Li C/L H-�- EX 25' R/W 7+50 EX 25' R/W 13' CEMENT CONCRETE CURB EX 15'f PAVEMENT 1.50' R/W DEDICATION ---I 8' PLANTER STRIP 5' SIDEWALK LO.5' N 34TH ST SECTION A A (RESIDENTIAL ACCESS) SCALE 1"=5' Encomr)ass ENGINEERING SURVEYING Western Washington Division 165 NE J Y*ff Street, Suite 201 a Lwgrlah, WA 98027 a Phone: (425) 392-0250 Eastern Wall ru gton Division 407 Swiftwater Blvd. " Cle Hu n, WA 98922 " Phone: (509) 674-7433 CEMENT CONCRETE SIDEWALK I • x r 2 38375 rs�� � 1 `SSIONAL N 0 . 511712022 8+00 N 34TH ST PROFILE HORIZ. SCALE: 1 "= 10' VERT. SCALE: 1 "= 5' REVISIONS PER ASBUILT SURVEY REVISIONS PER CITY COMMENTS REVISION 8+50 9+00 155 ® PROVIDE 3" ASPHALT LIP TO DIRECT SURFACE WATER TO EXISTING CB ® CAP AND PROVIDE WATER TIGHT SEAL © ADJUST RIM TO GRADE. RIM=132.43 150 *NOTE: CCTV OF THE EXISTING SEWER STUB IS REQUIRED FOR RE -USE. CONTRACTOR SHALL PROVIDE CCTV VIDEO TO CITY OF RENTON PUBLIC WORKS INSPECTOR FOR REVIEW. IF ACCEPTED, SEWER MAY BE LINED OTHERWISE A NEW SEWER STUB PER COR STD PLAN 406.1 WILL BE INSTALLED AND THE EXISTING SIDE SEWER WILL BE CUT AND CAPPED AT THE PROPERTY LINE. 145 **NOTE A SEPARATE WATER METER PERMIT IS REQUIRED. 140 135 130 }5 R-418209 1-11 S-418204 9+50 W-418204 T-418202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what's below. Call before you dig. SURVEYED: SCALE: DATE: VERTICAL: NAVD • S IE R R A HOMES 05 04 20. HORIZONTAL: NAD 1983/3/1991 DESIGNED: CITY OF FRONTAGE IMPROVEMENTSFIELDBOOK: DRAWN: �� RENTON PAGE: CP 5/17/22 TNF A SBUI L TS ONE INCH DATUM • DRAWING N0: NEM 4/2/21 CHECKED: AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. C1.00 BY DATE AP P R APPROVED: SCALE ACCORDINGLY PLAN AND PROFILE SHEEP: Z OF: 6