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Home My WebLink AboutR-392811C.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