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HomeMy WebLinkAboutTED4003451.10 m N 0 0 w cn w Of CD 0 N Z J c� Y 0 0 3 U 0 J 0 0 0 o ' EAST RENTON/ROSEMONTE I ROAD AND STORM DRAINA E .. LEGAL DESCRIPTION PARCEL /I N39T>9'390E LOT A OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L040055 RECORDED UNDER RECORDING NO 20041223900005 1N 2. 93' -- N8E79'S9"W 691.53' I RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. N59351.47' -- -- N427600'E 4r v v W 117TH PARCE LOF 21.22' W W W NORTHEAST j 1 1L04L0055, LOT A KING COUNTY BOUNDARY LINE ADJUSTMENT NO. v v W W I T RECORDED UNDER RECORDING NO. 20041223900005, N33W'06'E N.512616.24 RECORDS OF KING COUNTY, WASHINGTON. SITUATE /N THE u - SCALE: 1 - 100 '06 "W ' E. 164471205 g COUNTY OF KING, STATE OF WASHINGTON. N3'34 0 50 100 200 ja3s' / ' 7ACT�K BAS/S OF BEARING N3149 281E v 24,W' V SENSI77VE AREA TRACT l :• HORIZ. NAO 83/91 N36321340E DE7FN77ON/ $ 1 CITY OF RENTON GPS CONTROL NETWORK HOLDING CITY OF 85.49' � � RECREA77ON R£N70N MONUMENTS C.O.R.,/1851(BASL POINT) AND C.O.R.11852 THE RELD MEASUREMENTS FOR THIS TOPOGRAPHIC 2 SURVEY WERE OBTAINED U77LIDNG GLOBAL POSITIONING N1822'13'E TRACT `) SY57EM (GPS) SURVEY TECHNIQUES USING LvCA 51? 9500 N3S5'48"E 6a5T �� JOINT USE DRIVEWAY/ EQUIPMENT. 5607' N88170.37�Y UTILITY COORDINATES ASSOCIATED W17H THIS DRAWING ARE PROECT N8442'540E / COORDINATES WH1CH MAY BE CONVERTED TO STATE PLANE 6a58' 98 1 GRID COORDINATES BY SUBTRACTING 100,000 METERS • " N2'01.32 W (328, 083.3333 FEET), THEN MUL77PLYING BY 7HE AVERAGE N525'37"W 2280' 26 25 24 23 22 21 COMBINED FACTOR OF (0.9999823034), 774E IN177AL N8820'37"w 29.13' 27 20 19 18 17 15 COORDINATE CONVERSION WAS PERFORMED USING 774E LEICA N61'52'41IF 129 09 SKI -PRO PROGRAM VERSION 2.0 2000. 21.53 v r is _ PRIMARY CONTROL PANTS AND ACCESSIBLE MONUMENT N3525'41 N11''27"E . . POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL .41 - _ �- NE - 1 POS1770NING SYSTEM (GPS) SURVEY 7ECHNIQUES USING LE/CA W Tf�ACT D N9 - SR 9500 EQUIPMENT. MONUMENT POSI7IONS THAT WERE NOT N835'18"W PEN PAC 14 DIRECTLY OBSERVED USING GPS SURVEY 7FCHN/QUES ft-RE 71ED 44.43' INTO THE CONTROL POINTS U71U2/NG L£1CA ELECTRONIC TOTAL TRACT 'H STA 77ANS FOR THE MEASUREMENT OF B07H ANGLES AND DISTANCES THIS SURVEY MEETS OR EXCEEDS 7HE N2 39'09'1E NJi;48'57m RECREA T70WI 83 84 85 86 87 88 89 g0 ,91 13 1 STANDARDS SET BY WAC 332-130-090. 5M12' 1321' OPEN SPACE _ 1 HORIZONTAL DATUM N671OX12E w 12 I 12.4r--------_--_----- -_ N40'47'310E - ` . .40011 MAD 83/91 W 11 VERT/CAL DA TUN N4930'340E N2771'41 "� 82 81 80 79 78 77 76 75 37.3s 27.99' �' v N22 M.sY N9 1 uj NA VD 88 v` 31W 28 10 / N39 4r071E - _ BENCHMARK AND DATUM 2210' ' % 29 — l E����[_�� 9 N60V4'180E PL } CITY OF RENTON SURVEY CONTRA NETWORK 46 J6, / MONUMENT /1852 N2178'171E.28' 30 TRACT C 48 N7n6.5o'w 33*` �TRACT F RECREAT70N/ v , SENSI77VE AREA OPEN SPACE N1s38.33"E � l 31 49 i 31.02' N60MI51 T :� 47 31.92' 32 50 N2278'52"E 3.5r 33 46 51 N32'11 MME 2a56' \ N403557"W N/ N44'g6'14 "W % 24.18' , cri� 45 44,W' N70.49.25'W 34 52 N17'0020E 18 75' N27'30'09T 1683W'08"W v 35 44 53 I� N8624 28 N19179'000W _A&09' _ I Z40' 36 43 N1528'14"E 54 \ _ ' 26.01' —7RACT G N43'o'45'!E RECREA 77ON v ✓, 37 42 $ j 3" BRASS SURFACE MONUMENT FOUND AT THE GARNER OF NE 41H STREET(SE 128TH ST.) 7 AND 148TH AVE SE TBM "A" SET RR SPIKE /N W. FACIE OF WOOD POST 1 1.0' ABOVE GRADE 15'f SOUTH OF SW COR OF PARCEL 11 6 EL-449.78 TBM "B" TOP OF 40W CONC MONUMENT 5 W/ 2' BRASS DISC AND PUNCH AT PROPERTY CORNER 296t SOUTH OF SITE, WEST SIDE 148TH AVE S.E. 4 I 1 EL-519.13 NOTE TO CONTRACTOR: RECORD DRAWINGS 3 PRIOf, TO FINAL ACCEPTANCE OF INFRASTRUCTURE IMPROVEMENTS, RECORD DRAWINGS MUST BE PREPARED BY THE ENGINEER AND SUBMITTED TO THE PERMITTING AGENCY FOR REVIEW/APPROVAL. THE 2 CONTRACTOR SHALL ANTICIPATE NEED FOR AS -BUILT FIELD SURVEY AND 1 N071FY THE �'URVEYOR WHEN FACILITIES ARE CONS?;TUCTED, ACCESSIBLE TRACT A AND READY FOR SURVEY. 1 — OPEN SPACE TO AVOID DELAY AND COSTS ASSOCIATED WITH RE -EXCAVATION, OR ADDITIONAL SERVICES TO SATISFY OSHA REQUIREMENTS FOR WORK tvE 120 T WITHIN CONFINED SPACE, THE CONTRACTOR SHALL: L - PROVIDE ADEQUATE NOTICE TO THE SURVEYOR TO ENABLE SCHEDULING 2476' 88.42'46'Wy ' 55 �o v T OF AS -BUILT SURVEY OF THOSE FACILITIES NOT VISIBLE FROM THE 30.W' I �1..4. SURFACE PRIOR TO BACKFILL (WHEN POSSIBLE), AND PRIOR TO THE " I - ND CON TE INSTALLATION OF THE TOPS OF DRAINAGE VAULTS ALWAYS ALL BURIED N1}3033 w r' 38 41 MONUMENr /N cASE (ALWAYS). UTILITIES REQUIRED TO BE AS -BUILT SHALL BE REFERENCED BY 33.73 -"�� WAEAD DISC AND APPROPRIATE MARKERS SUCH AS SHOWN WITHIN THE STANDARD DETAILS 62 r TACK DWN 1.5' OF THESE PLANS. IF A UTILITY MARKER IS DESTROYED OR REMOVED 41.24' 40 58 59 60 61 \ -- _ \ � (71-16-00) BEFORE As -BUILT INFORMATION IS ACQUIRED BY THE SURVEYOR, IT 57 J \ WILL BE THE CONTRACTOR'S RFSPONSIBILITY TO EXPOSE SUCH UTILITY N573'28'W -� -- '04`W 190 04• - - FOR MEASUREMENT. 41.59' OR, BUT ONLY IF ACCEPTABLE TO THE PERMITTING AGENCY I 7RACT E JOINT USE DRIVEWAY/ %RACY B - OTHERWISE MAINTAIN AN ACCURATE RECORD OF DRAINAGE VAULT/FLOW I C RESTRICTOR DIMENSIONS, PENETRAT70NS AND INVERT ELEVATIONS UTILITY OPEN SPACE/ SANITARY SEWER AND STORM DRAINAGE TEE LOCATIONS, STUB RECREA TION CLEANOUT LOCATIONS AND STUB INVERT ELEVATIONS; ALSO WATER BEND LEGEND PROPOSED STORM DRAINAGE EXIS77NG FEA7URES �--- BOUNDARY ® OVERFLOW STRUCTURE LOT LINE SEWER MANHOLE SD- - - EXISTING STORM DRAIN PIPE RIGHT-OF-WAY - SS- - - EXIS77NG SEWER MAIN GUTTER, FLOW, & CURB LINE SEWER CLEANOUT - -W- - - EXIS77NG WATER MAIN - CENTER LINE SINGLE WA TER METER - -PO- - - EXIS77NG POWER LINE EASEMENT DOUBLE WATER METER - - UGP - -POWER EXIS77NG UNDERGROUND - - - - - - - BUILDING SETBACK LINE BSBL ( ) r iRR. GA TION ME7FR LINE STORM DRAIN PIPE - - G - - - EXIS77NG GAS MAIN ------------- ROOF & F0077NG DRAIN AIR/VAC RELEASE VALVE - -TL- - -EXISTING TELEPHONE LINE - ----- ---- ----- ROCKERY DRAIN BLOW OFF EXIS77NC CATCH BASIN, TYPE l SEWER MAIN GA IF VAL VE OO EXIS77NG CATCH BASIN, TYPE 1/ SEWER FORCE MAIN TEE O EXIS77NG SEWER MANHOLE SEWER SERVICE WATER MAIN BEND -0- EXIS77NG POWER POLE 30G 10' EXIS77NG CONTOURS REDUCER © EXIS77NG POWER VAULT J02 2' EXIS77NG CONTOURS CONCRETE BLOCKING E-- EXISTING GUY ANCHOR ---420--------- 10' PROPOSED CONTOURS - - -422- - - - - - - - - 2' PROPOSED CONTOURS EXIS77NG GRA VEL �- EXISTING WATER METER FENCE R EXIS77NG FIRE HYDRANT • • • —� SWALE OR DITCH PROPOSED GRAVEL EXIS77NG AIR VAC - - - - - - - - - TOP OF 40Z SLOPE RELEASE VAL VE - • - EDGE OF WETLAND El EXIS77NG ASPHALT 0- EXIS77NG BLOW OFF .................... BUFFER LINE M EXIS77NG GATE VAL VE ROCKERY PROPOSED ASPHALT PAVEMENT CUT SLOPES EXIS77NG CONIFEROUS TREE FILL SLOPES Lj PROPOSED SIDEWALK RIPRAP EXIS77NG DECIDUOUS TREE IN MAILBOX PROPOSED CONCRETE SIGN F1 WVE7LAND CURB RAMP - STREET LIGHT RIPRAP RETAINING WALL GUARDRAIL ® BARRICADE ■ CATCH BASIN, TYPE I Q CATCH BASIN, TYPE li • STORM CLEANOUT O YARD DRAIN 201 TR AND WATER TEE LOCATIONS, IF REQUIRED; ADDITIONALLY, IF REQUIRED, THE TOP OF WATER MAIN ELEVATIONS AT 50' O.C. SHALL BE RECORDED. THESE RECORDS SHALL BE PROVIDED TO TR14D ASSOCIATES UPON COMPLETION OF U77LITY/DRAINAGE WORK. SHEET INDEX PROJECT INFORMATION CIVIL PLANS PROJECT DEVELOPER: CAMWES T DEVELOPMENT, LL C 1 COVER SHEET 9720 NE 120TH PL, STE 100 2 CONDITIONS OF APPROVAL KIRKLAND, WA 98034 (EAST RENTON) CONTACT.• BRUCE KNOWL TON 3 CONDITIONS OF APPROVAL (425) 825-1955 (ROSEMONTE) ENGINEER/SURVEYOR: TRIAD ASSOC/A TES 4 COMPOSITE UTILITY AND EASEMENT 12112 115TH AVE NE PLAN KIRKLAND, WA 98034 5-6 GRADING AND TESC PLANS CONTACT: RICK TOMK/NS, PE 7 GRADING AND TESC DETAILS AND (4251 821-8448 NOTES 8-9 ROAD AND STORM DRAINAGE PLANS GEOTECHNICAL ASSOCIATED EARTH SCIENCES 10-13 ROAD AND STORM DRAINAGE PROFILES 911 FIFTH AVENUE, STE 100 14 FRONTAGE IMPROVEMENT PLAN (148TH) ENGINEER: KIRKLAND, WA 98033 14A STRIPING AND SIGNAGE PLAN CONTACT. MERR/MAN 15 FRONTAGE IMPROVEMENT PROF/LE (425) 827-7701 01 (148TH - WEST SIDE) TESC SUPERVISOR: CAMWEST DEVELOPMENT, LLC 16-17 ROAD AND STORM DRAINAGE DETAILS C/O AARON KOPET AND NOTES 9720 NE 120TH PL, STE 1C0 18-20 POND PLAN, CROSS SECTIONS, DETAILS KIRKLAND, WA 98034 AND NOTES (425) 241-8711 21 MAILBOX, ALIGNMENT, S/GNAGE AND STREET LIGHT PLAN 9 1/5/12 PER PEER REVIEW KCF RAI 8 1/5/12 PER COR, WD90 COMMENTS KCF RAI LANDSCAPE PLANS 7 10/19/11 PER COR COMMENTS DATED 9/15/11 JAP RAI 6 6/5/11 REVISED SITE PER CLIENT JAP RAI 1 COVER SHEET NO. DATE REVISIONS BY CK �'2-3 STREET TREE PLANTING PLAN 1 2/21/08 PER KC "COMPLETENESS" LETTER JDF Al : 4 PLANTING PLAN - TRACTS A, B & K DATED 9/13/07 i-5 PLANTING PLAN - TRACT I 2 /11/0 PHASING OF E RENTON ADDED, DET MEMSHK �L6 PLANTING NOTES AND DETAILS VAULT REMOVED AND DITCH ADDED TO E SIDE OF 148TH AVE SE GEOTECHN/CAL PLANS 3 /11 /OE UPDATED PER EARLY START JDF SHW REVISIONS AND CLIENT REQUESTED 1-2 KEYSTONE WALLS CHANGES 3 KEYSTONE WALLS AND ROCKI 'R/ES 4 9/23/08 PER KC COMMENTS VIA EMAIL MEMSHN DATED 9/19/08 Q 1 TAD ASSOCIATES 5 /25/09 PER KC COMMENT LETTER DATED JAP RAI 10/10/08 Vicinity Map Soils Map NOT TO SCALE Sca I e 1 "=1000' R-345 123 hecked hecked for Compliance to City Standards co 00 N 00 O < N - t 44 LQ Q O Z � Y C Z co o N C)w z v a ,I_ 00 � o C)4—d rJ3: f� > COCD'p Q W • —� N co m = O �'7 L_ Y N ui o v co 3 Y � 3 C Z Q Z O 0 aCO) J O OC uj 3 z z O V 0 Z O co LLJ O C/) w 0 z Z Q 0 Z z Was 0 Q 0 w z W c� W Z ler Q Fm C/) O Q Z G vI Lu z W w Q w LL O O � U 00 O O O O � � N O LLJ O. m O z z E E w D (D z E +-' U O > a� W +, O Q IZ 0 STAMP NOT UNLESS SIGNED AND VALID DATED ., n A. jONTER�`y�yti 5� Sh eet 1 of 21 m z OZ 0 o O 1 z t^ to Gt(3; R 3451o?_3