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HomeMy WebLinkAboutzR-3928Set00 N 0 �C ?¢ I w z 2iLn N Lu � G_ w y o�� wzz z� a • Co U w0 P [L Do 0LU a I 0 w cr) I CONTRACTOR RESPONSIBILITY. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FI T77NG OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. GEOTECHNICAL NOTES: THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL REPORT, AGES ENGINEERING, LLC DATED JULY 06, 2016 ADDENDUM TO THE GEOTECHNICAL REPORT PREPARED BY AGES ENGINEERING, LLC DATED SEPTEMBER 28, 2016 FOR THE SEGMENTAL BLOCK LANDSCAPE WALL. AND MARCH 3, 2017 FOR THE STORM WATER DISCHARGE. C.D. HILLMAN'S CITY OF RENTON SURVEY CONTROL 266 1/8" COPPER PIN ON 5" DIAMETER CONC. MON IIN 1 CASE LOCATED AT THE INTERSECTION OF N.E. 28TH ST. AND JONES AVENUE N.E. i ca •r 3 II IN I / CITY OF RENTON CONTI?OL 334 BRASS NAIL IN CONC LION LOCATED AT THE INTERSECTION OF JONES AVENUE N.E. AND N.E. 24TH STREET a) I^ � IN_ 3 I � I N o CITY OF RENTON SURVEY CONTROL 1839 1/8" COPPER PIN IN CONC MON LOCATED AT THE INTERSECTION OF N.E. 20TH STREET AND JONES I AVENUE N.E. N.E. 20TH STREET TAX LOT 334450-0122 I LAKE WASHINGTON I GARDEN OF EDEN DI VD. 5 _ VOL. 11, PG. 83 N I TAX LOT 334450-0121 I I I PROPOSED 5' DRAINAGE/ WALL EASEMENT ! I -._,...... _ N -21 '45 "W i 1 .......... f — -30.0 1 N 6 SHA. REfl.'.OR)VEWAY .:.........:..... .... : .... _ -- 12.5' BSBL ^.'.'.:.:.:...:...................................... . I — .. — — — — — — — — — — — ..... ..'.'.'.'...'.'.'... . �s�.'.'.'...'.'.'.'.'.'.'..:'.'.'... A'✓t "A" ............... A. :. '.'.'.:.:................ 2:.187 .S:F ............. .. r J... . .....,. •`I r--- — v I I I I — I . -- —10.41 B--_. l �. Uj o I I I TAX LOT 334450-0120 i . . .. . . .. . .. . . W I I L I ...... I /1 Y I•. � W N ail m I I I :I Nw I A. o N IJ LOT 1 I 10, 732 S.F. / I N w' LOT 2 9,993 S.F. IN I I o I._�.._._._..._ .. _ . P I PRIVATE , I I__........ __..___ _ / I 10' STORM --------- 9.59' BSBL j 7.5' BSBL — L — — — — — — — — — — ��__. J EASEMENT — — — 100.00, — 127.�' — J S87`71 '45'E • • • s •�• ••— 227.89' — — I I I I I TAX LOT 334450-0116 I I I I ovE F. MSC ncompass 1G °� WAS�f �Nr x 4 AS-BUILT/RECORD DRAWINGS JEF ENGINEERING & SURVEYING 3 PER CITY OF RENTON COMMENTS NEM Western Washington Division 2 PER CITY OF RENTON COMMENTS NEM 16S NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 - Fax. (425) 391-3055 39897 Eastern Washington Division .� is�'� 1 PER CITY OF RENTON COMMENTS NEM 407Swiftwater Blvd. - Cle bum, WA 98922 - Phone: (509) 674-7433 - Fax (509) 67SSIONAL 4-7419 ��1 01/05/18 NO. REVISION BY I I I RENTON SHORT PLAT 130-78 REC. NO. 7BO7210769 I I I I TAX LOT 334390-3521 I TAX LOT 334390-3525 SURVEYED: SDM 1 »=20 HMZOOWA�L.• MAD l 3/1Qci /2211 of GNED, i/22/17 NEM DRAW t/20/17 LFM ONE NGH DATU M V14/17 CHECKED: AT FULL SCALE NEM F NOT ONE NCH DATE APPR APPRONm SCALE ACOORDWAY CJA .e 0 z 0 5 10 20 SCALE 1 " = 20' 007 VICINITY MAP N. T. S. LEGAL DESCRIPTION: PROJECT INFORMATION: THE SOUTH 100 FEET, AS MEASURED ALONG THE EAST LINE OF THAT OWNER: NEAULT HOMES PORTION OF TRACT 325, C. D. HILLMAN'S LAKE WASHINGTON GARDEN P.O. BGX 2230 OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF ISSAQUAH, WA 98027 O RECORDED IN VOLUME 11 OF PLATS, PAGE 83, KING COUNTY, WASHINGTON, LYING EAST OF STATE HIGHWAY 2-A. SURVEYOR: STEVE McCASKEY, PLS Q ENCOMPASS ENGINEERING &SURVEYING O SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS 165 N.E. JUNIPER STREET, SUITE 201 CONTAINED IN LOT LINE ADJUSTMENT RECORDED FEBRUARY 15, 1996 ISSAQUAH, WASHINGTON 98027 UNDER RECORDING NUMBER 9602159004; (425) 392-0250 AND, SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY ENGINEER: NICOLE E MECUM, PE AND OF LIGHT, VIEW AND AIR BY DEED TO THE STATE OF WASHINGTON ENCOMPASS ENGINEERING & SURVEYING Q RECORDED JANUARY 27, 1956 UNDER RECORDING NUMBER 4658625. 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WASHINGTON 98027 J VERTICAL DATUM: (425) 392-0250 NA VD 86 BENCHMARKS: CITY OF RENTON SURVEY CONTROL 1839 FOUND 1/8" COPPER PIN ON CONCRETE POST MONUMENT DOWN 0.4' IN MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF ME 20TH STREET AND JONES AVENUE N.E. ELEVATION = 85.090 METERS = 279.166' CITY OF RENTON SURVEY CONTROL 266 1/8" COPPER PIN ON 5" DIAMETER CONC. MON IN CASE LOCATED AT THE INTERSECTION OF N.E. 28TH ST. AND JONES AVENUE N.E. ELEVATION = 53.930 METERS = 176.935' CITY OF RENTON CONTROL 334 BRASS NAIL IN CONC MON LOCATED AT THE INTERSECTION OF JONES AVENUE N.E. AND N.E. 24TH STREET ELEVATION = 50.390 METERS = 165.321' HORIZONTAL CONTROL: BEARING S003323"W FROM CITY OF RENTON CONTROL 1839 TO CITY OF RENTON CONTROL 334 INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDNACE WITH WAC 332-130-090. FIRE SPRINKLER NOTE' - FUTURE SINGLE FAMILY HOME ON LOT 2 WILL BE REQUIRED TO INSTALL FIRE SPRINKLER SYSTEM. AS -BUILT SHEET INDEX: TAX PARCEL: 334450-0120 SITE ADDRESS: 1909 JONES AVE. NE SI TE AREA: 22,912 S.F. = 0.53 ACRES ZONING: RESIDENTIAL-4 (R-4) TOTAL PROPOSED LOTS 2 PARCELS NET AREA 20,725 SQ. FT. 0.48 ACRES PROPOSED NET DENSITY 4.2 DU/ACRE MAX. ALLOWABLE DENSITY 4.0 DU/ACRE PROPOSED PUBLIC STREET DEDICATION 0.0 SQ, FT. PROPOSED LOT AREAS (GROSS) LOT 1 10,732 SQ. FT. LOT 2 9,993 SQ. FT. TRACT "A" SHARED DRIVEWAY 2,187 SQ. FT. TITLE SHEET COVER SHEET & HORIZONTAL CONTROL PLAN 1 GRADING, DRAINAGE AND UTILITY PLAN 4 INDEX LOCATION 1.1.3� K. 0 �5 Know what's below. Cal before you dig. 'D CITY OF RENTON Planning/Building/Public Works Dept c NI THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DA1:MARCH 0"6 STEVEN D. McCASKEY PLS 42676 R-39281 0 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: D YLAN SHORT PLAT LUA16-000754 COVER SHEET & HORIZONTAL CONTROL PLAN Q CL I— DATE 06122118 Q i FtEL M ": N/A PAGE: NIA DRAWNG ND: 16576 SHEET: OF: 1 7 C.D. HILLMAN'S LAKE WASHINGTON ' --''. TAX LOT 334450-0122 1 GARDEN OF EDEN DI VD. 5 SANITARY SEWER I RENTON SHORT PLAT 130-78 BUILDING PERMIT NOTE: 4 WALL DRAIN I VOL. 11, PG. 83 CLEANOUT PER C.O.R. STD. PLAN 403.RY 1 I REC. NO. 7807210769 1 A SEPARATE BUILDING PERMIT IS REQUIRED ®2.�Z O 1 TAX LOT 334450-0121 SIDE SEWER —. 30' R/W 3q' F/W ,--•I FOR WALLS WHICH EXCEED 4-FT IN HEIGHT PRIVATE C8#5, TYPE 1 I FOR LOT 2 PER C.O.R. STD. PLAN MEASURED FROM THE WALL FOOTING TO THE STA:1+58.28, 6.87' LT 406.1 TOP=MATCH. I C.4 a I 1 TOP OF WALL RIM=272.59 I TOP=275.33 TOE=278.10 I I •- �`► I SAWCUT EXISTING PAVEMENT AND I IE=270.94 4' (N) SbCO TO FG TOP=275.10 TOP=27Z 76 - s RESTORE PAVEMENT & FOGUNE 0 L A IE=271.04 6 W , O TOE=272 73 IE�271.21 TQE=273 2 LL1�� I I PER C•O.R. STANDARDS (TYP) Z i v c� \ \ o IE=271.04, 8 (E) �' „ F�N�r. \ 1 7.5 MIN. l CO/VNECAON TOP=277.96 SEPARATION - Top=278.13 I cn I I ! 1 1 STA:1+26 N 01'45"W I \TOE=273.64 --_ TOE=275.12 ROCKERY TOP=27 I TOE- 5 92" j 8 ? 16" SANITARY SEWER 0 5 10 20 \ SEWER t 230166 278 REMOVED Z �S , ► \ i SERVICE LATERAL TIE-IN IE=260.69 ..: • - •• • • • .• '............. ' ' j� $H.+REf3.'.DR! l WA i �' . ! I PER ASSBUIL(CALCULATED SCALE r> > 1 = 20 ......... ......................... ...... (.............. ` ,.. EX SEWER SERVICE 6' C YCL ONE -•T; .�• - LATERAL FOR LOT 1 FFNCF — — -t -.- -- - ��°�.� �' _2;,}87 �.. 1 I (TO REMAIN) ROWDE = r- --= T I I CONSTRUCT CONCRETE DRIVEWAY PER 1 I ORM STUB 1 97 LF 8" C SD ® 53 r� ! ��� C O.R. STD. PLAN 104.2 AND 104.3 ..'.. 270.80 �. LOT 2 /PRIVATE TYPE 1 2 I o _ _ WATER SERVICE ' - I 1 WATER SERVICE AND METER TO BE ;f�j I - 2�: ' �s - - - _._ _...TA,O+60.26. 7 ' / — — s i INSTALLED BY CITY FOR PROPOSED LOT 10.41 BS R/M= 4:68 • • • • 2 PER C.O.R. STD 320.1 W $ II ~ I TAX LOT 334450-0120 I IE=27 .53, 8' E) ? C - r'-r- -. _ �a I TAX LOT 334390-3521 L u.i ! -+'� /12 8' PVC SD 0 1.32% DCT9A TYP Ni c3cJ I _ \ PEIt;OR SJD ;' ijA'v"^° W I r" IW- o m. �.•; E Ij ram`L�4N340.8 �26, © 1 ! (---------------- �r LOT 2 DRIVEWAY GGl"A$I� fl cn C Lu I ; cn W i CONNECT TO EXISTING SHOWN FOR ILLUSTRATION \ y / RIM=276.56 X. TR�E�TO t °. I 8 D.I. WATERMAIN X. HO �t � BE REMOVE . g O � 3. . PURPOSE FOR STORM 268 \ i ✓ ` , n IE=270.16, 8" W,S) Q �_,;7 5 _ �........_.._ ( ... 1 AND REPLACED \ - Y : �. m. IN ACCORDANCE TO CITY 2 I / DRAINAGE. FINAL GRADES I REMOVE THIS PORT/ /' / /� . . . .. ... I ^ • : cn� `� W . ; I OF RENTON REQUIREMENTS V TO BE DETERMINED DURING =+ 5' CONCRETE • ,? LOT 2 BUILDING PERMIT OF EXISTING HOUSE °cn° SIDEWALK ° o I 1 I m / (SEE ARCHITECTURAL PLAN) LOT i m c 1 10, 732 S.F. 76 LF 8 . PVC I iI: I TAX LOT 334390-3525 / LOT 2 ,. .j t :� ✓/i SO 0 0.71% , i 9,993 S. m �1 \ N EX. 14" ORNAMENTAL GARAGE 8' PLANTER TR E TO RE¢l ;"--27?. 33 :I ; LL m \ f _.../ l / STRIP I..:� I 6'0 ' RYWE FOR r ' I EXISTING WATER METER D - F00 . DRAIN SEE i (� GRAV�L� I + - NEW _CONGR AND SERVICE TO REMAIN ! DETAIL ON SHEt'T 7 N -4 R,HANG \ DISPERSIO CURB & G11 Fi \ \I i 5' MIN. ! - ✓ I SAWCUT EXISTING PAVEMENT AND TYP. f C�� _ t , ...._ __ / RESTORE PAVEMENT & FOGUNE ( ) 75' BSBL ` .... _ .. ... ac� 9.59 BS9L \o 2r2 - _ _.. , -... _._ _ .: r' C�1L PER ERUCT 9 I P C.O.R. STANDARDS (TYP) ....... __ CONCRETE DR/If�A�* .-.- R A S87-21'45 IFPER C.O.R. STD. PLAN _ ..... - :::::.......... . CONTRACTOR KEYNOTES U CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION © SANITARY SEWER SERVICE STATIONED FROM DOWN STREAM MANHOLE © EXISTING DRIVEWAY TO BE RESTORED IN KIND, MODIFY AS NEEDED TO FIT PROPOSED 9' CONCRETE DRIVEWAY CONNECTION. OD ADJUST EXISTING WATER METER AND BOX TO FINISH GRADE (BY CITY) METER SHALL BE LOCATED WITHIN NEW PLANTER STRIP REPLACE PORTION OF SERVICE LINE BEHIND WATER METER TO BACK OF SIDEWALK/PROPERTY LINE WITH 3/4' COPPER PIPE PER STANDARD PLAN 320.1. THIS WORK TO BE DONE BY CITY FORCES THE CONTRACTOR SHALL RECONNECT THE PRIVATE WATER SERVICE LINE TO NEW COPPER TAIL PIECE. OE LANDSCAPE IRRIGATION METER WITH DOUBLE CHECK VALVE ASSEMBLY (DCVA). OF NOTE: 10-FT PRIVATE STORM DRAINAGE EASEMENT THE FULL LENGTH OF THE PRIVATE STORM SYSTEM LOT 2 NOTES: 1. ROC ''EC70 TO CB#5. VIA PERFORATED PIPE Cot>HEET Z 2. FOG D DRYWELL• SEE DETAIL ON SHEET 7 3. PROPO s K,'vEWA; & SIDEWALK TO SHEETFLOW VIA 2' GRAVEL TRANSITION AREA. 4. FUTURE HOME WILL BE REQUIRED TO INSTALL FIRE SPRINKLERS LEGEND LEGAL DESCRIPTION: N WATER VALVE THE SOUTH 100 FEET AS MEASURED ALONG THE EAST LINE OF THAT PORTION OF TRACT 325, C. D. HILLMAN'S LAKE WASHINGTON GARDEN FIRE HYDRANT OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, KING COUNTY, -0- U71UTY POLE WASHINGTON, LYING EAST OF STATE HIGHWAY 2-A. 0 SEWER MANHOLE SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT RECORDED FEBRUARY 15, 1996 `j GAS VALVE UNDER RECORDING NUMBER 9602159004, AND, SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY APPLE TREE AND OF LIGHT, VIEW AND AIR BY DEED TO THE STATE OF WASHINGTON 0) RECORDED JANUARY 27, 1956 UNDER RECORDING NUMBER 4658625. TREE (UNSPECIFIED) O VERTICAL DATUM: � .i ROCKERY WALL NAM 88 0 ■ CATCH BASIN TYPE 1 Q) BENCHMARKS: ® CATCH BASIN TYPE 2 Q0 CITY OF RENTON SURVEY CONTROL 1839 IT,- [ STORM DRAIN CAP FOUND 1/8" COPPER PIN ON CONCRETE POST MONUMENT DOWN 0.4' IN MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E 207H ► STORM DRAIN FLOW ARROW STREET AND JONES AVENUE N.E. ELEVATION = 85.090 METERS = 279.166' • SANITARY SEWER CLEANOUT CITY OF RENTON SURVEY CONTROL 266 [ SANITARY SEWER CAP 1/8" COPPER PIN ON 5" DIAMETER CONC. MON IN CASE LOCATED AT THE INTERSECTION OF N.E. 287H ST. AND JONES AVENUE N.E. 0 WATER METER ELEVATION = 53.930 METERS = 176.935' �« STORM DRAIN PIPE CITY OF RENTON CONTROL 334 SANITARY SEWER BRASS NAIL IN CONC MON LOCATED AT THE INTERSECTION OF JONES AVENUE N.E. AND N.E. 24TH STREET WATER MAIN ELEVATION = 50.390 METERS = 165.321' HORIZONTAL CONTROL: BEARING S0033'23"W FROM CITY OF RENTON CONTROL 1839 TO Q CITY OF RENTON CONTROL 334 INSTRUMENTATION: O INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1: 22, 000, IN ACCORDNACE WITH WAC 332-130-090. R 16' TRACT A SHARED DRIVEWAY 5 MIN. - -- ; � 104,2 AND 104.3 ' L0` 227.89' - _ ' :•;x 30' R 1. 5' THICKENED r F �, - ---� :..� .;'.:. \ A f X, C� 5 EDGE s E ` °' S ^ 2 0 I , W �-- 7H/CKENED EDGE __, / PRIVATE 2, TYPE 1 _� . `L.^ � R?'-271.08 13 C8# +► i I Iv.-269.28 5 8 0.5'I PER C.O.R. STANDARDS STA: 0+00, 0.00' RT �yy I ^ r, I CORE DRILL OPENING AND SIDEWALK PLANTER {.� II' VARIES TO EX. EP I EXISTING ROCKERY R/M=271.92 I cV I ,h , PROVIDE WATER TIGHT SEAL I f -- 9'f EX. FOG LINE TO BE REMOVED 2� M/NFLOW LINE IE=269.62, 8 (NE) + ! I NEW ►E=269.43 TAX LOT 334450-0116 I '� I a I SAWCUT EX. J 24 LF 8' CPEP SO 0 0.58% I ! 29 LF 12 CPEP SD 00.52% PAVEMENT .•. . 5'ASPHALTRAMPTOI ------ - o0000 000000000000 - - - - - - - - CONSTRUCT Qo o°o°o 0 0 0 0 o 0 0 PUBLIC CB#1, TYPE 1 NEW BLOCK WALL o 0 0 0 0 0 0 00000 EXISTING PAVEMENT (TYP)I GUTTER TO MATCH I STA:0+23, 0.00' RT 1-FT BACK OF SIDEWALK 4' HMA CLASS 1 EXISTING PAVEMENT RIM=271.94 /2' 64-22 DEPRESS CURB TO MATCH I SHALL BE FLAT MAX. 2 STREET TREES 1 4:1 SLOPE AFTER ( ) EXISTING PAVEMENT I IE=269.48, 8- (W) REQUIRED 6' CRUSHED SURFACING 30' R/W 30, Ft/W IE=269.58, 12 (E) CEMENT CONCRETE TOP COURSE I_, SS,I,. SIDEWALK PER C.O.R. CEMENT CONCRETE r ' I STD. PLAN 102 CURB PER C.O.R. ADDITIONAL STRUCTURAL FILL MAY BE I I 5 . ;F E`, I I STD. PLAN 101 REQUIRED DEPENDING ON SOIL CONDITIONS JONES AVE. N.E. PVC OR DI? ! . I E - --- ? F S• , 295 290 1................................ 290 P IVA7E CB 3, TYPk 2.. ^....o ^ ... , .. . .(........... (.. , . S :0=f-33.87.'6.17LT� � �...� . �. ..4 �� , .... , ... 6. RIM=276'S.. oo+ c4 . . . 1E=270.16, 8' (I S) N , Q .1- II _i, W .z Q II PRIVA CB ,TYPE 1 i € 11 -' m W LU 0 W I . . . . .................. , ... STA:O 60.2 6.72 LT o� N o 285 IE= 70, 3..8' IM=274.68 !.. LU Q ..... , . , .. $ ....... , LVC=>30.00 . .(W,E) .. ..............�I , o+ .�^� .. ...... W . . Lu P . 0+88.74 EL: 27 . ... ......I , .. .. 280 + D. a Wo U .. I �W o►'i.,......... `° ^ i a 280 € ^N I o . ...... . (; PROP SED GRADE C%L W �......... Lu v ca ..................l....... ' .. . PRIVATE CB . TYPE 1 , ca -4.82% 2.02% STA:1+58.28, 6.8 .... ........ I -1 6% 275 ... IE=270.94, . 4.. (N) ........ -6.82% - --� [ , ......... IE=271.04, 6' W .......... . (....... I • , 2.08 / ,C/L . I ......... PRIVATE 97 LF 8" D SD . 270 270 �. . I . 28 LF 8', . . y.'�. OCq. ' l �� � °p1� oM Np[ 10 � (0 . 264 '- 2+00 rZ 1 +00 SHARED DRIVEWAYACCESS PROFILE SCALE: 1' - 20' HORIZONTAL 1' = 5' VERTICAL Encompass ENGINEERING & SURVEYING Western Washington Dlvislon 165 NE Juniper Street, Suite 201 • lssaQuah, WA 98027 - Phone: (425) 392-0250 • Fax: (42S) 391-3055 Eastern Washington Dwon 407 SWItnter Blvd. - Cie E1um, WA 98922 - Phone: (509) 674-7433 • Fax. (509) 674-7419 265 264 0+00 —0+20 280 PRIVATE CB#2, TYPE 1 280 IM=2 92 STA 0+93 R65, 351:RT PRIV TE CB TYPE 2 __ - N, STA 0-i 18.34, 35' RT IE=269.62, . 8'. E) .....................RIM=276.56.... ....... �--..... PRIVATE 24 LF',CPEP, SD, ®'0. 8q....... .. ............ IE. 270.16, 8".(H;S).. .�.�.'�. I PUBLIC C B11, 7 DE 1 -RT 275 s . RIM=2.1.94............. . .............. , ... .. . EX. SSMH IE=269.58, 12" (E) 1:1-P31,625 6. 3' RT IEz469.48, 8 (W). ........I j,M69.99= . -.IE=253. #3 .... PRIVATE,76. LF 8' PVC 0' 0.713' .......... ............ 270 I [ 270 I...I �E...... ......... I I. .I .. ......PUBLIC 29' L 8"_� .............. ............ ......... ' CPEP Sj 0 �2q I: X. CB 265 TA: 04-94,14, '1Z' `LT . I...I ......IM =2 1..98 I ................................. .............. I. , .I .... .. £E=269.28,� 1 . EW IE=269.43, 8 (W) ! 260 I I I 260 ! . .! . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , [ 7-7 77 389 8" EX. S@ 1 ;73 .. - - -- - - 255 N N n n n . W � .�......... W W. .Oj _ ......1 250 - ----- 250 1 +44 1 +00 0+00 —0+25 E. 0 oyvW .04 39897 4 is SSjONAL �yG 01/05118 7 AS-BUILT/RECORD DRAWINGS 6 UPDATED PER CITY OF RENTON COMMENTS 5 UPDATED PER CITY OF RENTON COMMENTS PER CITY OF RENTON COMMENTS 3 PER CITY OF RENTON COMMENTS 2 PER CITY OF RENTON COMMENTS 1 PER CITY OF RENTON COMMENTS NO. REVISION JONES AVENUE N.E. PROFILE SCALE: 1' - 20' HORL70NTAL 1' = 5' VERTICAL JEF 0411V18 NEM 101105118 NEM 121081171 SURVEYED: SOM SCALE 1 "=20' NEM 06112117 DESIGNED: NEM NEM 05122117 NEM 04120117 !FM ONE —I AT FULL SCALE � NOT CO INCH SCALE ACCORDa1GlY NEM 03114117 CHECKED: NEM BY DATE APPR APPROVED: CJA N.T.S. 280 F 275 PRIVATE CB#2, TYPE 1 STA:0+00, 0.00 RT RIM=271.92 lE=269.62, 8" (NE) 270 265 kwl 4' HMA CLASS 1/2" 64-22 6" CRUSHED ROCK N01T EXCAVATE TO REMOVE ANY UNSUITABLE SOIL SHARED DRI VEWAY ACCESS SECTION 280 EX C8 STA: 0+52 0, 00' L T R0V=27L 98 IE=269.28, 12" (S) NEW IE=269.43, 12' (W) 275 i 270 3 CONTRACTOR TO INSTALL ETHAFOAM PAD BETWEEN UTILITIES IF LESS THAN 6' CLEARANCE. 265 260 0+00 0+52 ROW STORM PROFILE SCALE: 1' - 20' HORIZONTAL 1" = 5' VERTICAL BCIC "CB , TYPE h ........ ........ . .... . A: 0+23, '000 R RIM-271.9 IE=269.48, . 8' E=269.58, .12'Q ( ...... PRIVATE_ I 241 P 8" ' CPEP PUBLIC 29 LF 12' SD 0 0.58% CPEP, SO 0.52% 0 I A EX, W TER __< ! O..coo coo. Cv C,4 .. . N N N N �• EX' SEVE'R ............... . IE=253. 0+ Know what's below. Call before you dig. 140 " °'S'199' CITY OF RENTON DATUM Planning/Building/Public Works Dept. N.T.S. 774ESE PLANS ARE "AS -BUILT'° AND 774E INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS OF THIS D TE• MA H 22, 2018 ( -I STEVEN D. McCASKEY PLS 42676 T-392803 S-392804 W-392804 R-39281 1 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS M BY. DATE: Q J Cl- BY: DATE: BY. DATE: O BY: DATE: DYLAN SHORT PLAT z Q 04111118 LUA16-000754 Fl umom-N A PAM NIA DRAVYUIG NO 16576 —Er- GRADING, DRAINAGE AND UTILITY PLAN 4 OF: 7 [WE j 7 Al" t TAX LOT 3J44 0--0122 k Encompass, ENGINEERING 8R SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone. (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington Dhrlsion 407 Swiftwater Sled. • Cie Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax. (SO9) 674-7419 C.O. HILLM WS . LAKEWASHING" GARDEN OF EDEN &I . 5 VOL 11, .PG. 83 TAX LOT 3J44 i1-011 D RUME W116 GA. *RE Pi TAX LOT 334450-0121 NO. I REVISION 1. 1 1 I ,141 - '5t ;FIELD j wRIrm, l c TC5 l RENTON SHORT PLAT 130- 7+ REC. NO 780721076 T' LOT 330—321 TAX LOT 3. 43 0-3 25 j I 1 I Owe� Q eVS FRI LANDS C"aR�- rE�TIFICATE NC BY I DATE LEGAL DESCRIPTION: THE SOUTH 100 FEET, AS MEASURED ALONG THE EAST LINE OF THAT `►� PORTION OF TRACT 325, C. D. HILLMAN'S LAKE WASHINGTON GARDEN E-I OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS PAGE 83, KING COUNTY, ZWASHINGTON, LYING EAST OF STATE HIGHWAY 2—A. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT RECORDED FEBRUARY 15, 1996 0 5 10 20 UNDER RECORDING NUMBER 9602159004; AND, SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY » SCALE 1 > AND OF LIGHT, VIEW AND AIR BY DEED TO THE STATE OF WASHINGTON = 2 0 RECORDED JANUARY 27, 1956 UNDER RECORDING NUMBER 4658625. VERTICAL DATUM: I I . -b -� % ram U NA VD 88 BENCHMARKS: CITY OF RENTON SURVEY CONTROL 1839 FOUND 1/8" COPPER PIN ON CONCRETE POST MONUMENT DOWN 0.4' IN MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E 20TH STREET AND JONES AVENUE N.E. ELEVATION = 85.090 METERS = 279.166' CITY OF RENTON SURVEY CONTROL 266 1/8" COPPER PIN ON 5" DIAMETER CONC. MON IN CASE LOCATED AT THE INTERSECTION OF N.E. 287H ST. AND JONES AVENUE N.E. ELEVATION = 53.930 METERS = 176.935' CITY OF RENTON CONTROL 334 BRASS NAIL IN CONC MON LOCATED AT THE INTERSECTION OF JONES AVENUE N.E. AND N.E. 247H STREET ELEVATION = 50.390 METERS = 165.321' HORIZONTAL CONTROL: BEARING S003323"W FROM CITY OF RENTON CONTROL 1839 TO CITY OF RENTON CONTROL 334 INSTRUMENTATION: INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDNACE WITH WAC 332-130-090. PLANT SCHEDULE — LOT 1 NEW iAflDSCAPING KEY QTY BOTANICAL NAME GC 3 EA Festuca ovina glauta/Erica carnea/Carex'Evergold' L8 5 Landscape Boulders AID 1 Nandina d. `GulfstrearW PS 3 Pinus strobus pendt la P,1 I Piers jagnica RH 5 Rhododendron spp. LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY U71LI71ES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555) J. CONTRAC701? SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UN77L FINAL INSPEC71ON AND ACCEPTANCE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANT171ES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SHOWN. 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT 7HE ON —CENTER DISTANCES ON THE PLAN OR IN 7HE PLAN SCHEDULE. WHERE GROUND COVER ABUTS CURBING, SIDEWALKS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12'FROM CENTER OF PLANT TO CURB, SIDEWALK. ETC. MINIMUM PLANTING DISTANCE SHALL BE 247ROM CENTER OF TREES AND SHRUBS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 7HE QUAN7171ES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON PLAN 7. SUBGRADE IS TO BE WITHIN 1/10TH OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2"IN DIAMETER. 8. NEW BED AREAS AS SHOWN ON THE PLANS SHALL RECEIVE A MINIMUM OF 4"DEPTH 'CEDARGROVE'COMPOST THEN ROT071LLED TO A DEPTH OF 81, THEN AN ADDITIONAL 4'MINIMUM OF 3—WAY TOPSOIL IN ALL NEW BED AREAS AND 2'IN LAWN AREAS. 9. ALL BEDS TO RECEIVE A MINIMUM OF 3'FER71—MULCH. la ALL PLANT MATERIAL SHALL BE FERTILIZED WITH ARGO TRANSPLANT FERTILIZER 4-2-2 PER. 11. ALL PLANT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. A. GENERAL- ALL PLANT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, WELL —BRANCHED, WELL—PROPORTIONED, AND HAVE A VIGOROUS, WELL —DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON 7HE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL —FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 12. CONTRACTOR TO PROVIDE A ONE—YEAR WARRANTY ON ALL PLANT MATERIAL PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME SIZE CITY PY Acer rubrum Bowhall 2" cal. 3 PL Prunus I. 'Otto luyken' Otto Luyken Laurel 18-24" 18 PM Prunus I. 'Mt. Vernon' Mt. Vernon Laurel 1 gal 62 AP Acer palmarum - multistem Japanese Maple 25 gal 1 QR Quercus robur'Regal Prince' Regal Prince Oak 2" cal. 1 CX Cornus X'Starlight' Starlight Dogwood 25 gal 1 AC Acer p.'Crimson King' Crimson King Maple 2" cal. 1 AS Acer psudoplatanus Sycamore Maple 2" cal. LOT 2 TH thuja plicata'Hogan' Hogan Cedar 6-8" LOT 2 PA Prunus Serrulata'Akebono' Akebono Cherry 2" cal. LOT 2 TS Tilia tomentosa'Sterling' Sterling Silver Linden 2" cal. LOT 2 -- BY. ca or P, ow BY: SHRUB AND GROUNDCOVER SPACING DETAIL BY: -- T TO SCALE BY. SCALE 1 n_20 r HORQO� MAIL-. HAD 19W11991 CITY OF ;R RENTON OW INCH DATUM AT FM SCALE Planning/Building/Public Works Dept. F NOT ONE INCH SC E ACCORDINGLY R-392812 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANDSCAPE PLAN DATE: DATE: DATE: DATE. DATE F1EIDBOOK: PAGE: DRAWING NO: SHEET: oF: