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HomeMy WebLinkAboutzT-4182SetN 0 T I� I� O I W NM 0rI T �\I 1 N I n rr F___ N W T I N I n rr N W T I T I O rr F___ M, LOB ° L_ 4° CB AND. PIPE STREAM.. SHAL4 6E INS ALLED AS ° \ ��o PART' OF PHE INDIVIDUAL BUILDING PER ITS _FQR' ° d . i LOT: \ ° °°° e a d ° . d ° °° ° II ° °. ° . PROPOSED'°.PRIVATE:. STORM. EASEMEtf FG 133.04 THE LOTS ' d ° °4 ° BEGIN 5' SIDEWALK a 16:�' 4. a STA 7+31.90, 21.50' LT .:. FG 132.97 ° . d ...` . I ° IS PPPE A ° ALL°PIP.E FG .135.9 ° • d a° G °138:31 FG UPSTREAM RE RI VA s ° ° ° • a d w °P39.13 ° d e. r - T RIM=131.87 6' ' T+ r° P P- + + + + + IE P1 Z_=1q-{E��13�2 :.: :::: a! G i3 90 "--- Td + + + + + + + ° ° E 12" CON (W)=l28.57 + °• 35.66 OHP �IEHI2' 1� UM7 0 ::=:,N'F �H + 0 ° ° 'OH F° ° cC' HP + + P++ <.Q d \ ,,. �:. SD 7 MATCH EXISTING "• "'•." •. •. 3 E.BEGIN TORM REPLACEMENT FL 133.96 FL 134.52 FL 135.54 v w w w STA 7 29.75 11.83 LT w w w w w w OBEGIN CURB OD GUTTER �` ` ` I 6 SAWCUT'"' STA 7+31.9��13.00' LT 8 co 7+00 (MATCH ° FL 132.92 / -4 _ EXISTING) FL 136.04 1 12 LF TRIPLE CBS TYPES CB WALL CPE OR STA 7�40.26, 11.79 LT LOT 36 DRIVEWAY CENTERLINE Q APPROVED EQUAL L \RIM:134.33 STA:7+61.08 SS Sss SS SS 0 8.22%� INV=13 .20 12" (E) 1 S SS SS ----1N_-� SS SS SS SS INV-130W) s SD SD SD SD SD / /SD SD SD SD D SD SD SD/ / SD SD SD SD G G G G G G G G 3 G G G G G G G G G- 155 150 145 140 135 130 RIM=133.29 IE 12" CONC. (E)=131.29 IE 12" CONC. (W)=131.29 FL 1JZ53� w 134 LF 12" TRIPLE WALL OR APPROVED EQUAL ® 4. T -6mo- A SS SS f L - - LOT 34 a ° A. ° ° ° a ..°.. ° °. Rw" °. 5.W SIDEWAL j a F. 141:35 142.24 F 4 ° + + + .00' PLANER .4. 0 + ° OHP° + + I 0 ° °• T + + i U + H 0 0 5 10 -FG 142.86 SCALE 1 " = 10' 142.61 - - - - -� - �END 5 SIDEWALK STA 8+75.93, 21.50' LT FG 142.79 EXISTING 12" CONC T 10 SD TO BE REPLACED 0I OHP OHP T OHP r 0 FL Y37.79 FL 138.81 FL 139.18 �'::::' ::: ': FL 140. 6 141.70 END RB AND GUTTER - w - w w _ / w :.;jw FL 140.41 FL 141.99 8+7�13L EXISTING �" DI WATER 58 LF 12 DI"�DCB 1"3.DOj w w - w w _ � 10.37% RIM=13&51 �''�'� STA +74.37, 11.71' LT w � w - w w w IE 12" CONC. (E)=136.66 3� RIM.-,f42.04 �r `J E 12" CONC. (W)=136.66 `F INV=136.54-12' (E) � TO BE REMOVED _ - - -INV=136.54112' (W) _ -9+001 `J QLOT 34 DRIVEWAY CENTERLINE - LOT 35 DRIVEWAY CENTERLINE Q \ STA: 8+60.03 \ STA: 8+11.44 EXISTING 8" CONC SEWER SS SS SS SS S -- SS SS SS SS ss 18 N 34TH ST 3 \ SG SS (RESIDENTIAL ACCESS) \ EXISTING G 12" coNc SD \ SG - - - SD SD SD -/SD SD SD SD SD SD r ) / �= SD SD SD SD SD SD c- � c c c � c c G G �G G G G G -� G � 3 SDCE SDCB = RIM=138.84 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 KEYNOTES. - OPROPOSED WATER SERVICE PER COR STD PLAN 320.1 O FOR LOT 34 TO BE INSTALLED BY CITY FORCES. ** WATER SERVICE PER COR STD PLAN 320.1 OPROPOSED O 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. ** IE 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 © EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 36* OPAVEMENT RESTORATION PER CITY OF RENTON STANDARDS (TIP) =TOH HP ® 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 O TAPER CURB TO RAMP 1 PROTECT EXISTING UTILITY DURING CONSTRUCTION. w 11 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLANS 101 AND 101.1 3 1© CEMENT CONCRETE SIDEWALK PER COR STD PLAN 102 QCEMENT CONCRETE DRIVEWAY PER COR STD PLANS 104.2 AND 104.3 _SS 3 SS 14 EXISTING WATER SERVICE TO BE REMOVED PER CITY ISIDS. A SEPARATE WATER PERMIT IS REQUIRED. 3 CONTRACTOR TO PROVIDE ASPHALT RAMP TO AVOID RELOCATION OF POWER POLE AND TELECOMMUNICATIONS I CABINET 1® NOT USED G G 1� INSTALL NEW NDBCU WITH 7 BOXES PER COR STD PLAN H026, COORDINATE WITH RENTON POSTMASTER 1® SAWCUT LINE (TIP) 19 CONTRACTOR TO INSTALL CATCH BASIN INSERT PER COR STD PLAN 216.30 ® CORE DRILL OPENING AND PROVIDE WATER TIGHT SEAL INSTALL CONDUIT FOR FUTURE UNDERGROUNDING OF EXISTING OVERHEAD POWER. ® CITY SPRITE ZELKOVA STREET TREE (TYP) ................................. ........................................................................................................................................ ................................................................................................................. J r r N N m `- O co + Q) + 00 c6 t6 + rwn tn 00 W W � NW �� m�� • II II Q � 1 �K co N 3 o Q EXISTING 1 " CONC , - - - - - CIO SD TO BE REPLACED _ - - - - - rn •W-�- _- --- o ��3 J Q Lo ±z PROPOSED GRADE AT -- ---% ° _--- ---- ----- W 1 J FEXISTING Q II- N o W 00- - - - - -___- 2�} ®� UscW�i A U � 2 1, o . 12" CONC o - - - 5$ L _F- N N N O �Z m gm N o NO^ EXISTING AT F �- --__- ---- --___-- -- N + M N Nk - li u- W .. ca EX FIRE HYDRANT cuU'32; CROSSINGW CI: IE=139.0 2.0 MIN _ - - _ CPE 0 qP ROVED 2.0' CLEAR - - -1 _ 12" TRIPLE WALL COVER - - - - - 4 LF 0. 6' CLEAR - - --- ---- -- - - ROWDE ETHAFOA - - - - --- -- 12 LF TRI LE WALL PROPOSED FIRE _ CPE OR APPROVED HYDRANT CROSSING EQUAL @ 8.22% T0 =128.66 125 cv O X �-�-I J 0) O X W J o X �I J W o cv _l X W N co N . J W N rrj _l X W N rj ._ J W of J W o _l X W co rn V p.� . J Li �- J LL X Lil N O � ._ J W co � J W N � _l � X W U') O � pry ._ J W o �- LL X �-�-.I to co � r`i .� J Li �- -i LL X w f+) op ._ J W 0) °6 �- J Li X W N 00 N M .-- J LL LF) ° J � X W et pi I� .� J L� o o y _l � X W mil- O O et ._ J W O rt ..- -1 1 cN J � X LLI O �t .� J W J LL X W rn �. .� J W J LL X LU J W o _l � X W J W cc _l � X Li J W J LL X LU J W J � X Lil J W cN _l � X W J W X W J W X W 7+00 C/L INV- EX 25' R/W It 13' EX 25' R/W CEMENT CONCRETE CURB ------------ EX 15't PAVEMENT 7+50 8+00 1.50' R/W DEDICATION-] 8' PLANTER STRIP 5' SIDEWALK W N 34TH ST SECTION A -A W (RESIDENTIAL ACCESS) W w SCALE 1`5' Y z z n co m pass N o ENGINEERING & SURVEYING Westem Washington Division 165 NE Aripff Suet, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division z 407 Swiftwater Blvd. • Cle Ehm�, WA 98922 • Phone: (509) 674-7433 J L� CEMENT CONCRETE SIDEWALK OyE E. <�Ec WAS jS Q' � z 39897 ° is ssIONAL� 03111121 NO. N 34TH ST PROFILE HORIZ. SCALE: 1 "= 10' VERT. SCALE: 1 "-- 5' 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. 140 135 130 125 W 9+50 R-418203 T-418201 S-418201 W-41820 1 A-NNNNNNN- IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING Nathan Janders 04/07/2021 + Know what's below. Call before you dig. SURVEYED: SCALE: DATE: HORIZONTAL: N D 1983/1991 ° SIERRA HOMES 04/02/21 DESIGNED: + CITY OF FRONTAGE IM PIROVEMENTS FlELDBOOK: DRAWN: RENTON PAGE: TNF • DRAWING NO: ONE INCH DATU M NEM 4/2/21 CHECKED: AT FULL SCALE IF NOT ONE INCH IF Works Dept. C1.00 BY DATE A P P R APPROVED: SCALE ACCORDINGLY PLAN AND PROFILE SHEET: 3 OF: 6 OPFSITE 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