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HomeMy WebLinkAboutS-405501L0 3 i i LEGEND 3 - ROW 30' - ROI PROPERTY LINE p i 3 LO Q I J 3 MATCH EX.ER o MATCH EX. SIDEWALK 2 - - \ I �i ADJACENT PROPERTY LINE O 3 CURB &GUTTER J I EL=377.22 p i I TOC=377.15 / �I - - - - - - - EASEMENT LINE Q o FL=376.65 EL=177.19 (MATCH EX.) \ V Uj I 3 I 5:1 TAPER / - - - - - -ROW CENTERLINE 1 I I ➢ EL=177.28 (MATCH ROW LINE / PROTECT EX. Do \ STA 21+96.82 (16.50' RT) POWER POLE In 3 CONSTRUCT 12' WIDE 4: D �j •D ASPHALT PAVEMENT Know what s below. DRIVEWAY$NTRANCE z \ _ Call before you dig. {'PER COR STD.AN 104.3 I: '. NOO°2425"E 124.00 - - _ _ _ _ BLOCC _ _ _ _GORR PLAT OF�RENTON-CRETE W I C=376.73 I „ „-„ - „ CEMENT CON FL=376.65 n . P / .. D . HIGHLANDS RV. 2 PAVEMENT J 3 $ I > > . t: \ Pe VOL. 52, PGS 2-98 a +_ /. ' D� D / j °.D D ` D D Q PLANTER STRIP IN 0 EX. 6" CI WA R I t D p4 D` D.' "*C- M3Y t CONSTRUCT CEMENT I D , IN 3 CO C. SIDEWALK I' I n D 1 D y D D t_ > ' 4- '.; BIORETENTION PLANTER STRIP I ERCORSTD. 1, > D - - /_ D D I' \ I ' Z PLAN 102 & F007 - - - a r '.T� rl r -': D-` D' I / . / . / 2- GRIND &OVERLAY CVJ I. - .D • - -° GARAGE i 'D .. •D WAGE Q Gc 3 I: an': ,' GARAGE ` l /`�iARAG�t; G I DS 16.5' r' - 5' '' - C `- GENERAL CONSTRUCTION NOTES Or 1 s7II V 1z/D\\ I/ O INSTALL MH-TYPE 1 (48") WITH SOLID LID PER COR STD. PLAN 400.20, 204.50 & 204.60 3 W I. I I l / STA 11+46.84 (3.34' RT) 6" SSCO (2) 0 f' SEE ONSITE DRAINAG \ r \ / RIM=373.41 (MATCH EX.) I I I.-- R1M=37&75 -" / J FOR MORE DETAILS IE=372.50 IE (S,N)=367.00 (EX.) J I 6 8' WIRE PLANTER (STRIP WITH SOD I: o I I '___ 1506 1506 -, j$04 JE 4 0 Q PLANT REDBUD : -, 2 INSTALL 22 LF 12" HDPE SD Q 8.95 h O U w 1 I, I I IQRKLAND AVE IQRKLAND AVE NE \ IQRKLAND AVE NE /A a (CER IS CANADE IS) (2"CALIPER) I; I UNIT 8 UNIT 8 Gs EE NDSC PEPLAN FO MORE DETAILS I' UNITA / e O3 8' WIDE BIORETENTION PLANTER STRIP p {. rrE=377.0o FFE=3rr.00 FFE=376.50 PLANT REDBUD (CERCIS CANADENSIS) (2"CALIPER)(TYP) mREIIOCA "NOITHRP -------------378,, _ 6" SSCO (2) j SEE SECTIONS ON SHEET C4 DO TRAFFIC"SIGN I r-�_ '� r�����CONSTRUCT CEMENT I:' I . ''--5'x5'WATER', RIM=375.20 ---III CONSTRUCT CEMENT Pi � � COR STD. PLAN NO.262.00, 26220, 262.50, 262.60W CONIC TRAFFIC CU B & GUTTER Y EASEMENT ', IE=370.20 eCONC. SIDEWALK Ph,F& LANDSCAPE PLAN FOR MORE DETAILSW fEAs� D. PLAN 101 I;' ROTEGT UTILITY BOX 37e__% PER COR. STD. J - I PER COR STD.RIM EL=378s I: PLAN 403.1 Ar ®CONSTRUCT BIORETENTION - CURB CUT INLETS DJUST 1'- NISH GRADE LAN 102 & F007=COV'D .+- _ ' PER COR STD. PLAN NO. 262.30D CN• �617V'D / r n I . V li 'ix=372.93 (MATCH EX.) TYPE I ID . .1 :L� 1__c _.L ,8 'IPORGif' - o O INSTALL CB -TYPE 1 WITH BEEHIVE GRATE a OP ns.83 �., . __ ___ PER COR STD. PLAN NO.200.00 & 262.40 8", 572.33 / P OTEC�r EX _ D _ _ _J ° D x5 W PAVE WA KWAY P WER OLE __ ___ EL=372.81 (MATCH EX.) �7 / / /TOG 376 / 1. - - - --- 5 W P a+Q 1 STA 11+46.84 (20.8' LT) �g�s RIM=372.97 (WATER STORAGE ELEVATION o R 7-"-/ / 1 1 F 6" DI �. z BACK OF SIDEWALK (W ) 6 0 7 1 EL=372.67 MATCH EX.)IE (W)=368.97 NO I" GOTING DRAIN �"'�. B "� j ;, U�p FO 0 1" IRON P E 0.2 ( .1, W ER. & .1 W CORNE . 3 TYP �; zs 1 EL=372.59 (MATCH EX.) © JOINT TRENCH WITH 3" CONDUIT BETWEEN EXISTING POWER POLES U& P VE�v1ENT I o 9 I PATCH PER STD. / . ' NOl°0990"E 123.98 / . I - - - - - O7 UNDERGROUND POWER FROM EXISTING POLE TO EXISTING HOUSE / / I MATCH EX. SIDEWALK K PIJ1 032.1 /. / �..�' �a�.� i.,� .� � �•� ^ oa ��. SAWCUT & ONSTRUCT EL=372. H EX.) i -aP oHP ASPHAL PAVEMENT i.DHP / I o o TyP u/ a S���L� WATER CONSTRUCTION NOTES o PER TYPIC SECTION / / °� GfIP aHP OHP' - D - DH:OHP OHP O SHEET � END OF PIPE -- _-_ ®INSTALL 1"WATER METER &SERVICE LINE FOR ALL UNITS :. i 3ONST UMP :1 (BY CITY OF RENTON) oTYPE P DfCU / L_��_�� r _ r " r_�1: ,: ��__ r �. .:��� r'=- r . �� 7':'C--7•--. _-r -r r.- ---�� g /? . �SEP S�IET C4 / / /f'.:�, / . ABANDON EXISTING" METER AT MAIN LINE (BY CITY OF RENTON) S� DET'AI ON SUE T / / / . 2 /TOG 374ht I 1 / . 3 / . Tiac-37337 X0: �T PER r SDMH 0283, TYPE I / D� PIP[ ' / . ' / . . / � P' / . � '�� 3y 4 f .�:'I . / / . / . 6L=372. 7 , / . � . �,. , / . / . •.� CURB &GUTTER RIM EL=37ZiP / NOT'F(�UND / . / 5�. / : / REN/10 N NW)IEg0778/ ,� / {.1/ / / / '� 3igz 'I: :. { / / / a. /l .:' Y / I / �. `'�; / . / . . 1 / . �'TOC=372.34 1� CUT -IN: BY CITY OF RENTON (SEE STD PLAN 3002) 0 6"CONC(NE)IE=374.57 \ / . CONS Rf7CT'rrII II P Cb T C1376.04 . I .'.. . 1 / F 6•„ VL` '::: I / . / . / P $T 1 i �64 6.6' L I / / 0 6"CONC(SE)IE=374.523 / . �. `f". M . / . / . / I'.'. . "I / . /ram. .p. . l / . / . 'x / /{ / . �•, 0 ) / . / FL-37'1.84 1-6"x6" TEE (MJxFL) 0 o 6"CONC(NW)IE=374.47 / / TYPE PE PE�IDIC 1tA& . J3 y I (SDI? 35 SIDE SEWER (2) I: I / / / . / 1 1/ . / / . / I 1 / / . �ON$TRIJCT jA' WIDE/ . / 1-6" GATE VALVE (FLxMJ) u 2"CONC(NE)IE=369 B2 N N / / SEE C)E (iN HEEf C / . / T k10+3 'ia �6� iT / . / / o / 1'. {/ / / 2A0o% IN ! / . / / / . / r I / / / / I I / . / /D1K �WAYENTRAI6CFF / . 2-6" COUPLING ADAPTORS (CI TO DI) 12"CaNc(NAE=3ss.8z / . �. �. / . B #1/ 1 i / . i� I : / C� F. : . /l :.Y . / I .'1 / / . T . �- - 12"CONC(S)IE=369.621 + / . /=O / / . / / . / / . / . Ei' / / : / . 1 9,� ( STD: P 6/1: {: ik0y ." ' / . / . / . I I, / . / / / ''',.:{ / . / pET{Cf)R�STG.�UkN 10g.3 / I2+UQ CONC. THRUST BLOCK /WIT VANED t ..-753. -/ / I ,�i - I-;- 32'-6" DI PIPE 3 ry RIM=375.85 ( FI G1 (290.00 R ). I: . 1 J a7 . / . I I / 1.:. 1/ {' a! /i { 1 / / 1-FIRE HYDRANT ASSEMBLY PER CDR STD. PLAN NO. 310.1 IE(NW)=373.80, / . SO SO SO SD SD SD SO 374��� SD S �5 D SD S SD D >� SDI ' Y SD . SD / . SD SD SD _ �cE�° a / / . 1 / / / l I / . / {�NSTRUC CEMENT Q WET TAP EXIST. 10" CI WATER MAIN: BYCITY-APPROVED "WET -TAPPING" CONSTRUCT CURB RAMP f :' I Y / . J / . . /,/ I { / . / 1 / L " y CONC. TRAFFIC CURB & GUTTER CONTRACTORS (SEE STD PLAN 300.1) W w w TYPE PARRALLEL i0 Iy 1.. {/ PER COR STD. P 101 > w - w � 1-10"x6" TAPPING TEE (MJxFL) " SE DETAIL �N SHEET6 GRIND OVERLAP w w w/ w w. w w w y7 w w KIRKLAND STA 10+00 = FOUND IRON BOLT 0o Typ O / f r "� / 1 / I `I / . / 4 Y J / . � / / 1-6" TAPPING GATE VALVE (FLxMJ) ( ) / l l A. V . / / / / . / . EX. 12" STORM CONC. THRUST BLOCK 15TH STA 20+00 FOR POSRIDN / / : / . / / . / . KIRKLAND AVE N / . I I 1. ":I DRAIN 16'-6" DI PIPE y - ---- 1-FIRE HYDRANT ASSEMBLY PER CDR STD. PLAN NO. 310.1 ss SS-- s ss ss SS ss'Sg 34 Ss'� S ss Ss Ss Ss, S'� ss ss ss ss ss ss s SS ss = _ SS G G G G G G :. .. '.G'": s G G G ''1 o CONC WALK �`, ° :: °e. D °.. ,: .. D°. • D •Ei6_IO" CI SAWCUT CONC VEMEN R 405504 X o c PLAN H032.1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS J 37Z84 SAWCUT & PAVEMENT SAWCUT &PAVEMENT PATCHING CURRENT PLANNING SSMH 0290 EX. 8"SEWER MAIN PER COR STD. PLAN HO32.1 SURFACE WATER UTILITY 3 C(�E=36369 RI(jL=376.95 PATCHING PERCORSTD. IE=362.02 jfarah04/16/2019 '� AngeeaWeihs08/13/2018 C S IE=36359 8"CONC E IE=36D.15 FINAL TRENCH RESTORATION FOR ALL J 8"CONC(N)1E=363.05 WATER SERVICE LINES TO BE PLAN H032.1 (FIELD VERIFY) RECONSTRUCT TRAFFIC CURB &SIDEWALK 8"CONC(S)IE=362.95 PERFORMED BY DEVELOPER'S IE=362.00 HORIZONTAL GRAPHIC SCALE PER COR STD. PLANS 101, 102 & F007 10 5 0 5 10 DEVELOPMENT ENGINEERING CONTRACTOR (FIELD VERIFY) WATER UTILITY Z 1 inch = 10 n. agafour 04/16/2019 O swarlick 04/18/2019 SURVEYED: ,y`AI F: DATE: JOB No. CALLOUS COMMUNITY DUPLEX 4 O1 2019 p n jr ^ � p 1988 T �7pc M�An0 DESIGNED: In_10, VEKTICAL: HAD 18311 1f-71 �1 "FL HORIZONTAL: HAD 79S3M997 1504 KIRKLAND AVE NE R oy H. H. PHAN PAGE: Land Planning • Civil Engineering o CITY OF RENTON, WA 98056 H. H. PHAN DATUM '� RENTON DRAW NG NO: 5130 South 166th lane 4 0 - 15 cNEGKED: I ONE INCH I � C4 SeaTac WA 98188 �o RACI54ER� AT FULL Planning/Building/Public Works Dept. J �B9S/DNAV EAPPROVED: SCALE PAVING / GRADING / UTILITY PLAN J T (206) 229-6422 Q a NO. REVISION BY DATE APPR 4 14 V