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HomeMy WebLinkAboutAB-3928�L it a I 0 w z ZN w� 0- 0 m Lz= z� a m LL ��� U 0 E aa� a ccc I a 0 a cn I o w z IZN uI) z d cr v. O=mm� L 2 �c LLJzi zQo . a LU m U0. 00€ a C. UQ7 I QL m 0 7 Z 6 00 CN Ci �I Q 0 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 FITTING 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 1S 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. E. G� WA��� nco mp as s ���� ENGINEERING & SURVEYING Western Washington Division f 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-30S5 1, 39897 4 N Eastern Washington Division I STER S � 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 - Phone: (509) 674-7433 - Fax. (509) 674-7419 SIONAL 01/05/18 CITY OF REN TON 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. I � I I 3 IN I I � I / CITY OF RENTON CON*OL 334 BRASS NAIL IN CONC PON LOCATED AT THE INTERSECTION OF JONES AVENUE N.E. AND N.E. 24TH STREET N I 3 I N I o CITY OF RENTON SURVEY CONTROL 1839 1/8" COPPER PIN IN CONC MON LOCATED AT 714E INTERSECTION OF N.E. 20TH STREET AND JONES I AVENUE N.E. 4 AS—BUILT/RECORD DRAWINGS JEF 3 PER CITY OF RENTON COMMENTS NEW 2 PER CITY OF RENTON COMMENTS NEM 1 PER CITY OF RENTON COMMENTS NEM NO. I REVISION I BY N.E. 20TH STREET E-� 0 z 0 5 10 20 SCALE= 1 " _ 2:0' t D 405 ON VICINITY MAP N. T. S. LEGAL DESCRIPTION: PROJECT INFORMATION_ THE SOUTH 100 FEET, AS MEASURED ALONG THE EAST LINE OF THAT OWNER: NEAL/LT HOMES PORTION OF TRACT 325, C. D. HILLMAN'S LAKE WASHINGTON GARDEN P.O. BOX 2230 OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF ISSAQUAH, WA 98027 Q RECORDED IN VOLUME 11 OF PLATS, PAGE 83, KING COUNTY, — WASHINGTON, LYING EAST OF STATE HIGHWAY 2—A. SURVEYOR: STEVE McCASKEY, PLS ENCOMPASS ENGINEERING &SURVEYING 0 SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS N.E. JUNIPER STREET SUITE 201 CONTAINED IN LOT LINE ADJUSTMENT RECORDED FE:BRUARY 15, 1996 SSAQUAH, WASHINGTON 98027 ISSAQUAH, UNDER RECORDING NUMBER 9602159004, (425) 392-0250 Qu AND, SUBJECT TO RELINQUISHMENT OF ACCESS TO STATE HIGHWAY OF WASHINGTON ENGINEER: NICOLE E. MECUM, PE AND OF LIGHT, MEIN AND AIR BY DEED TO THE STATE ENCOMPASS ENGINEERING & SURVEYING RECORDED JANUARY 27, 1956 UNDER RECORDING NUMBER 4658625. 165 N.E. JUNIPER STREET, SUITE 201 ISSAQUAH, WASHINGTON 98021 VERTICAL DATUM: (425) 392-0250 — — — — I I I I I I I I I RENTON SHORT PLAT I JO-78 REC. NO. 7BO7210769 I I I I I I I I I I TAX LOT 334390-3521 I I ----------- ------- TAX LOT 334390-3525 NAVD 88 BENCHMARKS: CITY OF RENTON SURVEY CONTROL 1839 FOUND 1/5' 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 S00 33'23"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 9,9193 SQ. FT. TRACT 'A" SHARED DRIVEWAY 2„187 SQ. FT: TITLE SHEET COVER SHE"ET <% HORIZOI'VTAL CONTROL PLAN 1 GRADIAfG, DRAINAGE AND UTILITY PLAN 4' INDEX LOCATION 1.L.S� K. ,5 Know what's beIIDW„ Call before you dig. WIN ISM THESE PLANS ARE "AS —BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS OF THIS DAT : MARCH 2 18 STEVEN D. McCASKEY PLS 42676 R-3L92-)8001 APPROVED IrOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE.- DATE.- DATE.- DATE. - SURVEYED: SDM 1 „_20, NORVERTIA�i.r. r AVD 19W+aai CITY 0 F D YL_AN SHORT PIS AT c►s/2a/1s 3/22/1 D NEM ; L_ UA 16 — 000 754 Fl GE 01` N/A /22117 RENTON PACE: N/A /20/17 DwwN: LFM I ONE INCH DRAWING NO: '/14/f7 CHECKED. NEM AT FALL SCALE DATUM Planning/Building/Public Y+lorks, Deft. COVER SHEET & HORIZONTAL CONTROL PLAN jl 6j 76 IF NOT ONE INCH DATE AP P R APPROVED: CJA SCALE ACCORD LY SHEET. 1 7 n 290 280 270 W C.D. HILLMAN S TAX LOT 334450-0122 I LAKE WASHINGTON SANITARY SEWER I �- I _ I GARDEN OF EDEN DIVD. 5 CLEANOUT PER C.O.R. I ; . ;. I RENTON SHORT PLAT 130 78 BUILDING PERMIT NOTE: 4" WALL DRAIN I VOL. 11, PG. 83 STD. PLAN 403.1 30' R REC. NO. 7807210769 ® 200% 6" SANITARY SIDE SEWER D' F�/W A SEPARATE BUILDING PERMIT IS REQUIRED (�) 1 TAX LOT 334450-0121 FOR LOT 2 PER C.O.R. FOR WALLS WHICH EXCEED 4-FT IN HEIGHT PRIVATE C815, TYPE 1 I STD. PLAN 406.1 I MEASURED FROM THE WALL FOOTING TO THE STA:1+58.28, 6.8T LT TOP=MATCH I � N ... �' � I SAWCUT EXISTING PAVEMENT AND a TOP OF WALL RIM=272.59 I TOP=275.33 TOE=278.10 I ! i i I RESTORE PAVEMENT & FOGUNE IE=270.94, 4� (N) SbCO TO FIG TOE=272 73 TOP=27Z76 I _~ (( - I PER C.D.R. STANDARDS (TYP) IE=271.04, 6- (W) IE�271.21 WAS DRAIN T F 273 27 `! i Z o IE=271.04, 8 �E) 7.5 MIN. Q r Par I CON EC110N r� ? TOP=27Z96 TOP=278.13 I I \ \ 1 SEPARA110N � -, � i STA: 1+26 N °21'45"W ` I.- ` �� TOE=273.64 TOE=275.12 ROCKERY TOP=27 a . I . J76 f 0 5 10 20 I TO$ - 5 �2 I 16" SANITARY SEWER ��- REMOVED SERVICE LATERAL TIE-IN 230l66 278 21 1 ! IE=257.51t (CALCULATED SEWER .......:.. -.:. - !I \ N IE=260.69 Tb' I S .I �► - Q� ASH ; ....f3.'.ORJWA ...... i C . .\ PER AS -BUILT) SCALE - 2 ........ 0-125' B.... _..- ..... _. _ _ ' ........... t " _ EX. SEWER SERVICE 6' , t,LO:' - ,- -- ......'•- :<'. N I LATERAL FOR LOT 1 FENCE-_'' - - ,�. . ... . _ _.'�. i.'- -: r. - :� } 1'...'.... TO -r- .. .. .. _ :: _2;,187 _ ^ ! I ( REMAIN) �... l7OWDE. •5 < IF, -- I I CONSTRUCT CONCRETE DRIVEWAY PER .. _ .,.. "� a �S I I ORM SM.97 LF 8" PVC ® .53 �>>r i `'° I I C.O.R.04.2 AND 104.3 ~=27D.80 LOT 2 0 R STD PLAN o! ( WATER SERVICE /PRIVA7E TYPE 1 � I 2 ... _ __.... TA: 0+60.26, .72' LT '. I INSTALLED SERVICE AND METER TO BE Ln .._.. / BY CITY FOR PROPOSED LOT 2.1.... 6ss .... 10.41 BS RIM= 4.68._.:.._ - g 12 PER C 0 R STD 3201 W g I I TAX LOT 334450-0120 ... ' =� TAX LOT 334390-3521 fli `. 2 8' PVC SO ®1.32% ; . �� g . a �� j J I _ DC A (TYP) I I `V m' , w ti _ \ PEI OR STD .?A'VYl c^c L Y f` . . 16 I--------- Q LOT 2 DRIVEWAY �RA81 \ q L 2 �. . Z. . I ; cn W CONNECT TO EXIS71NG SHOWN FOR ILLUSTRATION \ RIM=276.56 X, 7R�E�TO , z ; PURPOSE FOR STORM 268'� i ✓ `�. O 3 fE=270.16, 8" (W,S) CBE REMOVE .'� I g O 3 ¢ ( 8' D.I. WATERMAIN 1 _ ......._.. _ ��-� AND } Y �' ' IN ACCORDANCE TO CITY 2 I DRAINAGE. FINAL GRADES � II...` REPLACED 1. / % REMOVE THIS POR71 ^ . c�`n `F W I OF RENTON REQUIREMENTS TO BE DETERMINED DURING \ =+ 5' CONCRETE • W Z LOT 2 BUILDING PERMIT J OF EXISTING HOUSE SIDEWALK ° Q I\ y (SEE ARCHITECTURAL PLAN) LOT 1 tt� C 'I \ 10, 732 S F. ;� 7s LF 8 PVc I I / LOT 2 SD® 0.71% _ 1 I I TAX LOT 334390-3525 9,993 S.F. m \ ry EX. 14' ORNAMENTAL GARAGE g' PLANTER- �� `l m \ l7R E 0 RE�IA► F:�-27..33 STRIP n 6 RYWE_U FOR E I EXISTING WATER ME7ER z: I D - FOOflNG'" DRAIN. SEE o I i ..� A �{'~�+'v '"� 2' GRA / v AND SERVICE TO REMAIN ... __ _......_ NEW COI�ICR DETAIL ON SHEET .L, DISPERSI h t, vv''r'E:RHAiVG, i 5' MIN. - - 9 5 - (TYP.) f 7 5' BSBL t . _ ... .. _ e Q i ..._. L 6 •. _.._ , o �� L I ,F 5' M/N� S87*2145'E- ' CYCLON / \. 2 89, I / TAX LOT 334450-0116 CONTRACTOR KEYNOTES AO CONTRACTOR TO POTHOLE EXISTING U77LI77ES 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 EXIS71NG 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 SIDEWALKPROPERTY 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 - FCTED TO C6#5. VIA PERFORATED PIPE CO"'HEET Z 2. FOC, 0 DRYWELL. SEE DETAIL ON SHEET 7 J. PRO PG _; -RI'VEWAY & SIDEWALK TO SHEETFLOW VIA 2' GRAVEL 7RANS17ION AREA. 4. FUTURE HOME WILL BE REQUIRED TO INSTALL FIRE SPRINKLERS LEGEND LEGAL DESCRIPTION: jQ 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 y FIRE HYDRANT OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, KING COUNTY, c� UTILITY POLE WASHINGTON, LYING EAST OF STATE HIGHWAY 2-A. SEWER MANHOLE SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT RECORDED FEBRUARY 15, 1996 Gv I 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 WASH/NGTON RECORDED JANUARY 27, 1956 UNDER RECORDING NUMBER 4658625. TREE (UNSPECIFIED) O VERTICAL DATUM: CQ ROCKERY WALL NA VD 88 O ■ CATCH BASIN TYPE 1 O BENCHMARKS: ® CATCH BASIN TYPE 2 CITY OF RENTON SURVEY CONTROL 1839 E STORM DRAIN CAP FOUND 1/8" COPPER PIN ON CONCRETE POST MONUMENT DOWN 0.4' IN MONUMENT CASE ► STORM DRAIN FLOW ARROW AT THE CONSTRUCTED INTERSECTION OF N.E 201N STREET AND JONES AVENUE N.E. ELEVATION = 85.090 METERS = 279.166' • SANITARY SEWER CLEANOUT CITY OF RENTON SURVEY CONTROL 266 C SANITARY SEWER CAP 1/8" COPPER PIN ON 5' DIAMETER CONC. MON 1N CASE LOCATED AT THE INTERSECTION OF N.E. 28TH ST. AND JONES AVENUE N.E. ■ WATER METER ELEVATION = 53.930 METERS = 176.935' STORM DRAIN PIPE CITY OF RENTON CONTROL 334 BRASS NAIL IN CONC MON LOCATED AT THE INTERSECTION OF JONES SANITARY SEWER AVENUE N.E. AND N.E. 24TH STREET WA TER MAIN 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. R 16' TRACT A 1042 AND— 104.3 3 W _ _ �+ �: \ fI 0, R/ D DRIVEWAY E � . $ � I R/,V=2 71. 06 5' 8' 0.5' 13 PRIVATE Cp#2, TYPE 1 H i -2628 SIDEWALK PLANTER STA: 0+00, 0.00 RT Yy I •� I CORE DRILL OPENING AND 11' VARIES TO EX. EP R/M=271.92 �� I N PROVIDE WATER TIGHT SEAL f 9'+ EX. FOG LINE IE=269.62, 8 (NE) ry I ry I a `^ % I NEW ►E=269.43 SAWCUT EX. 2% 24 LF 8" CPEP SD 00.58% I I i 29 LF 12" CPEP SD 00.52% PAVEMENT CURB & uT�EI I I SAWCUT EXISTING PAVEMENT AND / Ir RESTORE PAVEMENT & FOGLINE ;Q WS,TRUCT,9' j. PER C.O.R. STANDARDS (TYP) CONCRETE DRIVAi" - I R PER C.O.R. STD: PLAN ( ! --- I-- .......... ......,...I.......... l........ ........! I;.. I ....... `. .I.. I. .........,.i......... j......................?.................... . d I I ! f .€ . Q . Q .. I P IVATE CB 3 T.. 2 .. (.....................5 T V...� L �.......... RIM 27656. N, o "' , , IE 27 �. . it , to Z , F , �J . PRIVATE CB ,TYPE 1 € Lu W 26, 7 j......., STA0 . �22 T ... �' 4..;... ... ..... Rl .......... ...... IE 7 53 j .......,. I ........... ! ...cno... .............. ...e} LVC=,30.00Z ..0+88.74E:270v ...W rP :WCS,,.., ......... .... W+ Uo ? It I..........II..[ .mo..w........... Uj .,........ . 0to ... .......... .+ ..... [..,. N+... ., ., € PROPOSED GRADE C% oc`! ............................... (.......,.. ;.......... W... I ..... , .... PRIVATE_ CB TYPE 1 . , . -4.82% 2.OPX STA:1+58.28, 6.87 LT -6.82% [ IE=271.04, 6- (W) ! 2.08% , .a . ,GRADE ,C/L . �1.. �......., PRIVATE 97 LF 8" DI SD �. ......... c°'o(N...... ^�N ... , .... �........ ^M.... ^.........��.......32�� ........ r<C-1 co � ........o �! NN. NlN43 6 N . . . . . cvN. N N NN . NN N€N NN NUi 5' ASPHALT RAMP TO I CON I PUBLIC CB#1, TYPE 1 NEW BLOCK R ALL f. EXIS71NG PAVEMENT (TYP)I GU TIER I4lATCH I STA:0+23, O.00' RT 1-FT BACK OF SIDEWALK 4" HMA CLASS DEPRESS CURB TO MATCH I EXIS71NG PAVEMENT RIM=271.94 " SHALL BE FLAT MAX. 2 STREET TREES 1/2- 64-22 4:1 SLOPE AFTER ( ) EXISTING PAVEMENT IE=269.48, 8 (W) REQUIRED a I �' I IE=269.58, 12' E 6 CRUSHED SURFACING �- 30' R/W 30, q1W () CEMENT CONCRETE TOP COURSE E SSkV 1 SIDEWALK PERAC C.O.R. CEMENT CONCRETE <-269.09+ f` I CURB PER C.O.R. ADDITIONAL STRUCTURAL FILL MAY BE !E�?_Sv`''Su (FIELD I STD. PLAN 101 REQUIRED DEPENDING ON SOIL CONDITIONS JONES AVE. N.E. 295 280 290 IE==253,1 285 270 280 275 260 270 265 264 ........-...... 264 2+00 1 +00 SHARED DRl VEWAY ACCESS PROFILE SCALE: 1" - 20' HORIZONTAL 1" = 5' VERTICAL Encompass ENGINEERING & SURVEYING Western Washington DWon 165 NE Juniper Street, Suite 201 1ssaQuah, WA 98027 - Phone: (425) 392-0250 • Fax: (425) 391-3055 Eastern Washington DMslon 407 SWift"ter Blvd. • Cie Elum, WA Y8922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 0+00 -0+20 PRIVATE CB , TYPE 1 STA:0+93.65, 35 RT PR TE CB TYPE 2 RIM=2 d . . . . . . E � ............. � .. �1.92 � . ..........'STA 0+18.34, 35' RT � j IE.=269.62, . 8*, ° NE). . RIM=276.56 IE_ 270.16 8.. (W S) . PRIVATE 24 LF " CPEP ' SD ®' 0. 8q , . , I PUBLIC CB , E 1 RIM=. 2 �,1.94.. . . . . . . . . . . .I .... , . EXSSMH 1E=269.58, 124(E) .....- . ..]E.=.26.9..4.8., .8. (.W.).... , .....6. YRT.. ,(N,S) 1 . ...........T.­.','.'PR"iVA'7E'.'7,'6* LF 8' PVC ®A.71%...�. . 250 -- 1+44 7 AS-BUILT/RECORD DRAWINGS WOF A6 UPDATED PER CITY OF REN70N COMMENTS 5 UPDATED PER CITY OF RENTON COMMENTS 4 PER CITY OF RENTON COMMENTS 3 PER C17Y OF RENTON COMMENTS 39897 2 1 PER CITY OF RENTON COMMENTS is1 PER CITY OF RENTON COMMENTS SSIONALG 01/05/18 NO. REVISION 280 275 270 265 260 N.T.S. THICKENED EDGE PER C.O.R. STANDARDS EXISTING ROCKERY TO BE REMOVED FLOW LINE 2X MIN. 4" HMA CLASS 1/2" 64-22 6' CRUSHED ROCK N01E- EXCAVATE TO REMOVE ANY UNSUITABLE SOIL SHARED DRIVEWAY ACCESS SECTION 280 280 PI�BLIC 'CB1 , , TYPE 1. EX.C6 SIT A:0+23, 0:00 R S7"A:0+5 0.00' LT RIM=271.9 Rf=271.6 1E=269.48, 8° ( IE=260.28, 12 (S) E=269.58, '12" ( NEW IE=269.43, 12" (W) 275 ! 275 PRIVATE CB ,TYPE 1 STA:0+00, 0.00 RT RIM=271.92 ►E=269.62, 8" (NE) I 270 t i 270 PRIVATE 24 LF 8' CPEP 1 'PUBLIC 29 LF 12" 01 CONTRACTOR TO INSTALL SD 0 0.58% CPEP.SD. 0.52%1 � ETHAFOAM PAD BETWEEN ? _.; U71UIIES IF LESS THAN 6" CLEARANCE. AO EX, GAS -1 (-A)EX. W TL'R 265 265 o 04 W _ ... EX SE3.0Y,R 260 IE=25+ 260 0+00 0+52 ROW STORM PROFILE 255 SCALE: I' - 20' HORIZONTAL " , .__.-. - _._._. - 250 1 +00 0+00 -0+25 JONES AVENUE N.E. PROFILE SCALE: 1 ' - 20' HORIZONTAL 1 ' = 5' VERTICAL JEF 0411V18 NEM 101105118 NEM 121081171 SURVEYED SDM SME. NEM 06112117 DESI�wm: NEW NEM 05122117 NEM 04120117 ` LFM ONE MM AT FULL SGLE F NOT ONE INCH SCAE ACCORDINGLY NEM 03/14/17 CHECKED NEM BY DATE APPR wPwvw= CJA VOTIM4L: NOD 19 HORIZONTAL: WD 19A71991 DATUM Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. N.T.S. 1. 5' THICKENED THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXIS71NG FIELD CONDITIONS AS OF 7141S D 7E MA H 22, 2018 STEVEN D. MCCASKEY PLS 42676 T-3928001 S-3928001 W- 3928001 MCA R-3928004 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS M BY. DATE: n� �•L BY: DATE: I - BY. DATE: ct� O BY: DATE: _ DYLAN SHORT PLAT DAM 04111118 Q LUA16-000754 A PFl001iN MWIM W. 16576 GRADING, DRAINAGE AND UTILITY PLAN SHUT: 4 OR7 ' Cr TAX LOT 3J44 0--012.2 Encompass, ENGINEERING & SURVEYING Western Washington Dwon 165 NE Juniper Street Suite 201 • IssaQuah, WA 98027 • Phone. (42S) 392-0250 • Fax: (425) 391-3055 Eastern Washington DMSADn 407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone. (509) 674-7433 ■ Fax. (509) 674-7419 C.D. HIfLLMAWS LAKE WASHING" GARDEN OF EDEN &l , 5 Vim... 11, FIG 83 TAX LOT 3j44 0-011 R WIRE � �� y k. 7 RE TIES TAX LOT 3344 -0121 NO. I REVISION ! T4m ma ILL M04 L RENTON SHORT PLAT 130 -7$ REC. NO 7807210769 TAX LOT Jai 21 TAX LOT J343 0--3 2 1 I qr=2Q035 I I !w � t �� u LANDSU 4%RV N E. BU \'3 LEGAL DESCRIPTION. THE SOUTH 100 FEET, AS MEASURED ALONG THE EAST LINE OF THAT xi PORTION OF TRACT 325, C. D. HILLMAN'S LAKE WASHINGTON GARDEN C—� OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, KING COUNTY, Z WASHINGTON, 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 » > AND OF LIGHT, VIEW AND AIR BY DEED TO THE STATE OF WASHINGTON SCALE 1 = 2 RECORDED JANUARY 27, 1956 UNDER RECORDING NUMBER 4658625. VERTICAL DATUM. 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 207H 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 S00'3323"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 LANDSCAPING KEY QTY BOTANICAL NAME GC 3 EA Festuca ovina glauca/Erica ca ea/Carex'Evergold' Le 5 Landscape Boulders ND 1 Nandina d. `CulfstrearW PS 3 Pinus stmbus pendula P,1 1 Pig ris japcnica RH S Rhododendron spp. I • . E f .1j F 4 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 UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555) J. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES 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 THE ON —CENTER DISTANCES ON THE PLAN OR IN THE 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 THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON PLAN 7. SUBGRADE IS TO BE WITHIN 1/10774 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 ROT07ILLED 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'FERTI—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 THE 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 QTY PY Acer rubrum Bowhall 2" cal. 3 PL Prunus L'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 R-3928007 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS -- __ BY. DATE. ca OF P. team _ BY: DATE: SHRUB AND GROUNDCOVER BY: DATE: SPACING NOT TO SCALE BY. DATE. SCALE: "=20' HOR¢°NT� D '9i�� N' CITY OF RENTON ONE INCH i AT FVLL SCALE DATUM Planning/Building/Public Works Dept. LANDSCAPE PLAN F NOT ONE INCH SCALE ACCORDINGLY DATE PAGE KIA