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HomeMy WebLinkAboutR-405504LJJ L J O 1 O 1 0 W X ^J n i- Z C) G 75 0 U U) Z) 0 J J Q U I I I - ROW 30' - RO y � MATCH EX. MATCH z o EX. SIDEWALK 2 Q CURB & GUTTER TOC=377.15 _/ EL=377.22 / \ o FL=376.65 EL=177.19 (MATCH EX.) / I \ 1 5:1 TAPER I. D EL=177.28 (MATCH EXX/ m I' PROTECT EX. Cn O0 Cn STA 21+96.821(16.50' RT) I e ° ' POWER POLE m D CONSTRUCT 12' WIDE I p I DRIVEWAY E NTRANCE z 1 PER COR STD. LAN 104.3 I N00°24'25"E 124.00 _ _ _ _ _BLOCK0- - - - C 0RR. PLA T 0 RE-N TON - - - 1 T C=376.73 I - 4' ° p. D° e HIGHLANDS RV 2 FL=376.65 ° D D ° D . . e e' e J. t> VOL. 52 PGS. 2-98 n a/. D N D EX.6"CIWA R I..�-°.n D. CONSTRUCT CEMENT I. D D° o p ° pe ' C p D e M IN a a. ' ° ° .. p . e. ° ° D. /. D . D °° ° D°.. D' G \ � D G D ° CO C. SIDEWALK I' Q' e D D ° ° 1 e p 4 D :D \. _ D 'p. li _ _-_--. �.----.---.-Lz ER COR STD. I °...,--------=---�-=- -- - --------------------.D e i�L7i F -�iii _ _"--------=----------P 1 c - r��---'----� ----° -'--_ J > r ------ A- --_--D�13'111 --s--------- - - ---- I GARAGE 1 G�RAGE 1 GARAGE I i i \43ARAGF , I - 1 16.5 as �' ' I 8'= 0<5' ; I m 1 r- 1 r I I--- M-12/10" I I Ld I ---, 1 6" SSCO (2) - - _ _ _ / o I. _ I I i SEE ONSITE DRAINAGE PL N i r ----RaA/I-37fr75 w I. _ O1 I I i FOR MORE DETAILS IE=372.50 r- 1 00 8' WIDE PLANTER STRIP WITH SOD L' e^ 1506 / _ J 1 w 1506 --- 1504 I PLANT REDBUD -A. -� , / 4 w L --W---- - I I KIRKLAND AVE KIRKLAND AVE NE \ KIRKLAND AVE NE KIRKL4N AV NE I (CER IS CANADENSIS) (2"CALIPER) I �. 1 UNIT B i UNIT B UN A N CIS -SEE LANDSC PEPLAN FORMORE DETAILS L - - I I F�N3�.00 FFE=377.00 _ I FFE=376.50 FFE= 6.50 _ `D , -- I (TYP) o REUOCAT "NOITHRP ------ 378 6" SSCO 2 L TRAFFIC" SIGN I -J O COIVSTRILICT CEMENT L - - - --- &x5 WATER RIM=375.20 I c_-_ I I 1 ; CONSTRUCT CEMENT PROTECT X. 3 CONC. TRAFFIC CU B &GUTTER - - - EASEMENT IE=370.20 I �o h _ - - - I 1 I CONC. SIDEWALK POWER P E ��J j 2jgl, �y, TD. PLAN 101 L :-: 1 ROTE�Ti X UTILITY BOX 3j8 _' PER CDR. STD. r_� � __ PER COR STD. -J RIM EL=376.5 I _ PLAN 403.1 ° _ _ _ _ I DJUST 1� NISH GRADE ° i LAN 102 & F007 --COVD --------- CIOV D PO p L o Y..; PORCH° 1 ----=� -=-, ° -----e-. I L-=---==-- - - IA. / r -- -- ---- �g ��====J� it 01 o TYPE I m ii L1 --�/ - -/ - - - �i ° °;L° �I r----- T I -------------------- 1 1 1 . TOP 576.83 / - _ P OTECIT EX" e ------------ .----- ----- D -- --J L-- --- V L?e , . PORCH 1 PAVE WA KWAY J 8'1 372.33 '� -----� - --- - - --- - - O - p D-- ° J L J i /� 1 Y E 0 z 0 T 0, K � I - OHP 0 N � o 0 0 0 0 Q � o i co W z o Ln SS G - 0 N O FH O i 0 i /FL47r46 4//////////� =372.93 (MATCH EX.) EL=372.81 (MATCH EX.) BACK OF SIDEWALK 7 1 MATCH EX.) FO D 1 " IRON PPE 0.2' S EL=372.( ) 8c .1 ' W CORN E 1 EL=372.59 (MATCH EX.) PLA H032.1 / / I MATCH EX. SIDEWALK e o. a..�.' �on� .� ''a �. '�..�. jL e CM CM c _ .� , aM -�- , a CM. FM' C CM o CM. �v1 GM / . C CM. Chi CM - SAWCUT & ONSTRUCT / / I .'. ' . o kvini - /.e,'CONc. EL 372 T HEX oHP ASPHAL PAVEMENT j PER TYPIC SECTIONS OH SHEET EI�D o PIPE / / . F. . - - `- - F ONSTR f.& AM-P 1 > L' ---- - --- ---- --- - --- TYPE g RP DfCUL _ � ' , . . ''. / . r� . r . T . , .. ' . r . -� -� .. _� _�.. �.... _l o ECSILEFFTC4 / /. � /. / /. /. /. �< /. /. /. / / /. / ,. MATCH EX. / i`. / . / . / . B 282, I'.' t?�OC /TOC- 74 `/1 I'. I/ . / . / . I I / . / . I / TO.C=373 23 / . / SiE DET�I ON SHEET CC / . / . / _ 1 . / / . / / . x0:1 TAPER / ' 3 CURB & GUTTER SDMH #8283, TYPE 1 / ND�OF PIP / / / ,/ / P / / J. . 4 I. RIM EL=377.12 / . `� . / . REPO ¢ON NW 1Eg3748 FL=37 .21 / . / . A / . 2 6L= 2. 7 / /' . TAPER / . NOT F N� -1� /V . '� I 1 r . / . 1... t . / . / . \ TYP / I I / / . / L . '.. fl . '...I / . / / . / / . / . / TOC=372.34 6"CONC(NE)IE=374.57 / . CONS RUCT'C .RB'RA. P GCB / . T C,-376/.04 0 I l . / . 54�LF 6" V� l / . / . / I' I / . / . I �'. I / `` 1 / . 6"CONC(SE)IE=374.52� / �. 7' / /� / / I.' .'. I / . / . L'. I. / . / / /.. / STi01464 (�6.$' LT) / / FL�371.84 /. /. /. /. /.FL= 75�4 /. / /. 6"coNc(Nw)IE=374.47 0 / / fYPE PE1 P yDIG�ULAR y V. 1SDF 3�SIDE✓SC fER CON�R�JCT " WIDE/ 12"CONC(NE)IE=369.92 �, o / / STPx 1.O�t39: r? LT / / . o I'. '..:' .'.I I. v/ SEE 15 ON H.EEf C6 / / �C� 2AO o IN/ .I I / / �� / / / / / / / / / DP�IV WAI�ENTRAI�CTF 12"CONC(N)IE=369.82 / �. / / CB #1�TYP 1 / / L' '' ' ''.' ''. / I'. '. '.1 / / /L'.' .' .s�';.I / I .'. I / / . 12"CONC(S)IE=369.621 Asa / Ei . .//> O gTD: P �u 6 1 1..' 1+0 CnR�ST�. PL,pCN 10 .3 / + - - - + / . / . / / /WIT VANED TIT / . N 1 9.4U9�% /R /L.A1,r3. / 9 . / . / L F. / _. / . �_ I / . y - 12,- 3 N RIM=375.85 (BAS F I e R1 'G (290.00 R IE NW =373.80. 1 SD SD SD SD SD SD SD �� E L13� SD S D SD S I SD 'D SO I. Y SD . / ' SD/ b / CONSTRUCT CEMENT SD SD SD S CONSTRUCT CURB RAMP f I CONC. TRAFFIC CURB &GUTTER TYPE PARRALLEL �- -� w w 10W NI.'.. .I /.�I. I -`/./ F. I / �. / PERCORSTD.PLgAt4101 SE� DETAIL C�N SHEET6 W w W cn.' 2 GRIND OVERLAI'� mow' w / fin/ w� . /W. W v W FOUND IRON BOLT 0.2' / L _ J I ,' / / / KIRKLAND STA 10+00 = O / l.. . 1 / .-'--U / . / . / . BELOW ASPHALT. HELD (TYP) / / / EX. 12" STORM 15TH STA 20+00 FOR POSITION KIRKLAND AVE NE /. �. DRAIN M -: 7,�- c._a�■®��ay.r�.a�•• _ � - <-�rs+�.-w.�� <:. ar®� c. •.���► �r�w�-am.c ..a-��a�' ------ ---- - --- --------- SS 1 1 ! 1 1 1 1 1 C1 1 1 1 1 SS SS SS SS SS SS S SS SS SS Y�1 1 1 1 1 1 1 1 V'1 1 1 SS SS SS 4 4 C G G G G G. a a .G' G G D.. DG ° n WM CONC WALK ° ° n \ .I . D EX. 10 CI #8291 L=377.84 SSMH #8290 JC(N)IE=363.69 RIM EL=376.95 JC(S)IE= 363.59 8 "CONC(E)IE= 363.15 8 "CONC(N)IE= 363.05 8 "CONC(S)IE= 362.95 r� Land Planning e Civil Engineering 5130 South 166th Lane c� SeaTac, WA 98188 - T (206) 229-6422 Q Q FINAL TRENCH RESTORATION FOR ALL WATER SERVICE LINES TO BE PERFORMED BY DEVELOPER'S CONTRACTOR A 42�4-01-4 �O,c� ��'GISTER�'�� �SSIONAL l SAWCUT & PAVEMENT PATCHING PER COR STD. PLAN H032.1 JOB NO. R17420 NO. EX. 8" SEWER MAIN I E=362.02 (FIELD VERIFY) IE=362.00 - (FIELD VERIFY) REVISION a a. - . Z�OI���WALK • ) o e . 4° a oe. °:OHP` _ OHP OHP SS SS SS S SS SS ___ SS A-:SAWCUT & PAVEMENT PATCHING PER COR STD. PLAN H032.1 RECONSTRUCT TRAFFIC CURB & SIDEWALK PER COR STD. PLANS 101, 102 & F007 SCALE: DESIGNED: H. H. PHAN 1"= 10' DRAWN: H. H. PHAN ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: BY DATE APPR CONC WALK SAWCUT & PAVEMEN PATCHING PER PLAN H032.1 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. CITY OF V`R) RENTON Planning/Building/Public Works Dept. LEGEND .... ................ ........ ... ................ ............... .... ................ ............... ............... .......... ........ .......... . . .......... ..... . . . . . . ... . . . D. i 1 t 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 i 1 1 1 1 1 - PROPERTY LINE ADJACENT PROPERTY LINE - EASEMENT LINE - ROW CENTERLINE ROW LINE ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT PLANTER STRIP Know what's below. Call before you dig. BIORETENTION PLANTER STRIP 2" GRIND & OVERLAY GENERAL CONSTRUCTION NOTES: 1O INSTALL MH-TYPE 1 (48") WITH SOLID LID PER COR STD. PLAN 400.20, 204.50 & 204.60 STA 11 +46.84 (3.34' RT) RIM=373.41 (MATCH EX.) E (E)=367.00 IE (S,N)=367.00 (EX.) O INSTALL 22 LF 12 HDPE SD @ 8.95% O3 8' WIDE BIORETENTION PLANTER STRIP PLANT REDBUD (CERCIS CANADENSIS) (2"CALIPER) SEE SECTIONS ON SHEET C4 COR STD. PLAN NO. 262.00, 262.20, 262.50, 262.60 & LANDSCAPE PLAN FOR MORE DETAILS ® CONSTRUCT BIORETENTION - CURB CUT INLETS PER COR STD. PLAN NO. 262.30 O INSTALL CB -TYPE 1 WITH BEEHIVE GRATE PER COR STD. PLAN NO. 200.00 & 262.40 STA 11 +46.84 (20.8' LT) RIM=372.97 (WATER STORAGE ELEVATION) IE (W)=368.97 © JOINT TRENCH WITH 3" CONDUIT BETWEEN EXISTING POWER POLES O7 UNDERGROUND POWER FROM EXISTING POLE TO EXISTING HOUSE WATER CONSTRUCTION NOTES ® INSTALL 1" WATER METER & SERVICE LINE FOR ALL UNITS (BY CITY OF RENTON) O 9 ABANDON EXISTING %4" METER AT MAIN LINE (BY CITY OF RENTON) 10 CUT -IN: BY CITY OF RENTON (SEE STD PLAN 300.2) 1-6"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 2-6" COUPLING ADAPTORS (CI TO DI) CONC. THRUST BLOCK 32'-6" DI PIPE 1-FIRE HYDRANT ASSEMBLY PER COR STD. PLAN NO. 310.1 11 WET TAP EXIST. 10" CI WATER MAIN: BY CITY -APPROVED "WET -TAPPING" CONTRACTORS (SEE STD PLAN 300.1) 1-10"x6" TAPPING TEE (MJxFL) 1-6" TAPPING GATE VALVE (FLxMJ) CONC. THRUST BLOCK 16'-6" DI PIPE 1-FIRE HYDRANT ASSEMBLY PER COR STD. PLAN NO. 310.1 CD O CD 0') 7- , u Q J 0� Tid W R-405504 X IN COMPLIANCE WITH CITY OF RENTON STANDARDS LLI J 0- SURFACE WATER UTILITY ' CURRENT PLANNING + D jfarah 04/16/2019 Angelea Weihs 08/13/2018 WATER UTILITY DEVELOPMENT ENGINEERING z agafour 04/16/2019 swarlick 04/18/2019 CALLOUS COMMUNITY DUPLEX DATE: 4-01-2019 0 1504 KIRKLAND AVE NE FIELDBOOK: 0 RENTON, WA 98056 1 PAGE: DRAWING NO: Z) C4 PAVING / GRADING / UTILITY PLAN SHEET: OF: 4 14 v