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HomeMy WebLinkAboutzR-3953Setco co 1 1 W I - 1 CB 7610 ut RIM = 98.94 E.=I IE 12'CONC IN 9321' IE 121CP OUT N.=93.39' (OUT IS HIGHER) v ut �N • I i i CB 7608 RIM = 99.15' 4pG I£ 12"CONC IN N=94.39' TpMo�£o3gg��0�00 IF 12"CONC IN E-94.23' IE 12"CONC OUT W.=94.15' PJ 7CH OF FENCE 12"CONC CULVERT I£ £. END=94.88 co 7063 7Q0 d O co O IE N. END=96.45T 10'0. ,a `- ti ° �_2) \t \ \ .\� \ IE S £ND=96.81' 'N 10i11 \ \\\\\\ \ \ 1 8'CMP. CULVERT��° IE N. END=98.00co IE S END-98.28Cy C-) p c\�_ O 2 STORY WOOD Ln BUILDING & ItI1 O I I / I I I I I BASEMENT iu FFE=153.29' vl \ 12' EASEMENT FOR ROADWAY. d1 l l ON 1 THE N LINE A I t / / / IE 12'CPP IN N.-96.19' IE 127CONC OUT SE.=96.14' LEGEND PROPOSED STORM DRAINAGE STORM DRAIN PIPE © CATCH BASIN, TYPE I - - - - - - - ROOF AND FOOTING DRAIN WITH VANED GRATE - - BOUNDARY CATCH BASIN, TYPE I - - LOT LINE WITH SOLID COVER RIGHT-OF-WAY O CATCH BASIN, TYPE II GUTTER, FLOW, & CURB LINE WITH VANED GRATE - CENTER LINE O CATCH BASIN, TYPE II EASEMENT WITH SOLID COVER - - - - - - - BUILDING SETBACK LINE (BSBL) 0 CLEANOUT o SWALE OR DITCH Q YARD DRAIN -X X X- FENCE ® OVERFLOW STRUCTURE 10' CONTOURS MAILBOX 2'CONTOURS _M_ SIGN RETAINING WALL ROCKERY ❑ ASPHALT PAVEMENT KEYSTONE WALL GUARDRAIL I I EXISTING PAVEMENT I---J ® BARRICADE AREA TO GRAVEL } BE CLEARED CLEARING LIMITS a CONCRETE TW TOP OF WALL ELEVATION ® RIPRAP BW BOTTOM OF WALL ELEVATION (MEG) MATCH EXISTING GRADE FG FINISHED GRADE ---------------- SAW CUT LINE PROPOSED SANITARY SEWER AND WATER SEWER MAIN 0 SEWER MANHOLE SEWER FORCE MAIN • CLEANOUT SEWER SERVICE 0 WATER METER WATER MAIN t FIRE HYDRANT - - - - - - - WATER SERVICE AIR/VAC RELEASE VALVE FBI TEE (FL) T TEE (FLxMJ) BLOW OFF 3-1 11 1/4° BEND (MJ) K GATE VALVE (FLxMJ) y--E 22 1/2° BEND (MJ) N GATE VALVE (FL) 45° BEND (MJ) IIK TAPPING TEE �E 90° BEND (MJ) K REDUCER CONCRETE BLOCKING I E ADAPTOR (FLxMJ) L CAP (MJ) SURVEY LEGEND SYMBOLLEGEND SECTION CORNER 004009 QUARTER CORNER 0 FOUND PK/MAG NAIL SET BENCHMARK FOUND MONUMENTIN CASE O FOUND REBAR AND CAP AS NOTED ❑A POWER TRANSFORMER © POWER VAULT ® POWER METER GUY ANCHOR �E-, 4�} C STREET LIGHT ® GAS METER IH CABLE TV RISER o TELECOMMUNICATIONS RISER -& POWER POLE W/ TRANSFORMER -or- POWER POLE W/ UNDERGROUND CONDUIT � ROCKERY ® SANITARY SEWER MANHOLE ■ YARD DRAIN CULVERT P WETLAND FLAG n SIGN SYL SINGLE YELLOW LINE FVC FACE OF VERTICAL CURB BFNC BOARD FENCE VFNC VINYL BOARD FENCE HWFNC HOGWIRE FENCE LINE LEGEND - DITCH LINE SS SANITARY SEWER LINE SD STORM DRAIN LINE OVERHEAD POWER LINE - - - OT OVERHEAD TELECOMMUNICATIONS LINE OVERHEAD POWER AND TELECOMMUNICATIONS GAS GAS LINE PER PSE ASBUILTS -X X X- CHAIN LINK FENCE LINE -X X X- WOOD FENCE LINE + WIRE FENCE LINE ® EXISTING RETAINING WALL HATCH LEGEND CONCRETE ASPHALT e°• . a' PAVING PAVING BUILDINGS WETLANDS " GRAVEL SURFACE TREELEGEND 12"C CEDAR 12"A ALDER 12"F FIR 0 12"COT COTTONWOOD 12"M 12"CY CHERRY 12"M CLUSTER 12"D DECIDUOUS 12"M 12"M MAPLE p 12"OA OREGON ASH /hII STUMP 9. 4' CONC. CLEVER CULVERT' ` 1E E END=151.11 /£ NW. END=153.56' s� NO SE. END FOUND GAS - GAS -\ HEARING EXAMINERS CONDITIONS OF APPROVAL: I I I I I I TpM oBBgg�� 0�£�30 Tp�lo�£o3gg�� 0�7700 0 0 o u'pM o£3�3gg�� 0�34© �p� oB£�3gg�10�g0 �p� o�0gg�� 0 3000 Tp�lo£o3�gg�� 0 310 �pM o£o3�gg�� 0 3�0 12" CUP CULVERT IE SE. END=199.25' _ - - - - , W/ TRASH RACK M \\ 1 \ \ \ 70 \ I / 6'OA1z•oa f3o' \ N89°40'63w 6"OA f0" ` / 6-DA12'OA \ 1000.00' r,1�4;y �$ 6FNC. \ 30 \1�p d r ''v 17 sbA a oA o I �\ 02 4 10'M 3 `'7 tS N c0 t9 j6+ �j �401' s' �. 8"oA 8"DA 10 OA 1070A .0 8" A 1 21 d- c9 W 421' 9 9 7 c� c� 2 0ob O O A t �j - - �O c0 cA O \ " A 8"oA.OA 12"OA 12"OA 112�OA ; 2"M Nod �� 12'OA 14 OA'O 26 A \ 96'• OO 02 Dy N�g,'W29 15' ACCESS EASEMENT FOR \ 7,> ° 1 1 s"OAa oAI \ w \ I 20 �ry W WN \ \ 4\ o-oA \ \ ! ' '''���...✓✓✓6"OA 8 OA � OA \ \ \26"�LOT 1 ACROSS LOT 2 \ 7; I� A O � \ 30 " 1 :,\ \\ 2 - - - 8"DA SHED 8 OA 0 C08 OA ��/2i 8 12"M 72'M IACAS asM I\ ' \..1 "J' 14�+ Cb o Nis° Mi!� v �> EMERGENCY ACCESS ;�y1its"COT s'A 0c0 "oA 6 a'c s" / O "ron�.x��� 0 6d, Ofo ,/ EASEMENT o y ���s2ZT A 1 rl PE I/Oos.O y�IENSI Q0' A A 12" co ^� g7 / / �4\ 1N�Y� �Cf L� D N 0 15�X8' \ 6a �I �iD"oA ^ O I o 1oc l o0 9oor,6 row w pprEN- � M8"OA I/ �.':,� "' D s D ¢ N O c� O ACf.N �; \ ` R \ ., �c 2 STORY WOOD Q \ 12 i� ,) 7'I �� I 00 . C', BUILDING 11 16"COT \\ \VS"�A O(P q•M 6 M� O 6 A/ 20"MOP 1 M A1V.A3 y y y W ro \ •Q'� 1 8 0A 10�A 610A \l k" 9P-O7 - Or 4. •�'.� - \ a A \ 6p�y 6A...... ASS GhS. l GA$ .GAS -. G :.L .GAS„---.r- s ..:C ^\ \ / 1 8 QA 8 OA y��) oA� ` �- / 3a" AC z 7- M 1 6"DA ^-' 10 L r CHlCKE 8' A w w W ., Iff +4 1 -7"0 � E3 N !BAR c 176 - 1i--1 s"oA 12 v . N _� ?A 9t _��r N -'-=NO . 10' eFN r I T--BAR POSTS 18 80 18q. _ 186 _ � - 99 .81' \ •O ACA1 RlM = 173.54 I I 15' WATER UTILITY a FLEX OUT W.=17269� I -EASEMENT EASEMENT 1 A BUILDING�Q� �Q�?�,0�0 ��0 � 6VFNC �� WW0 (BUI?LDING ��V�V�V�00 U01 VIP pi, VIP, EXIST. ACCESS TRACT QQ � �o \ �J ;CESS 1 \ do "�- I �o N89°4 co r,w ^ ^& CD i �p� og4B�71�0400 EASEMENT I I z°�EIm a� _ \ 12• alP c 1M (5111 P ,r,Fom 4£�3�77�0410 � . - - Fu - - - __ w 'ROW DEDICATION FOR / / / / NEW DRIVEWAY APRON /I �, \ TpM.94657760420 1. The SEPA responsible official shall issue a revised SEPA addendum that provides for consistency with the terms of this decision. If the SEPA responsible official determines in its independent discretion that revisions needed for consistency are not consistent with SEPA, the official shall file a request for reconsideration so that this decision may be revised accordingly. 2. Tract H shall be developed for emergency access only along with a gate that prevents general vehicular access from 32nd PI. The emergency access shall conform to applicable fire access standards as modified by the authority of the Fire Chief and other personnel with appropriate administrative jurisdiction. To the extent compatible with emergency access improvements, a pedestrian pathway shall be included across Tract H to the extent necessary as determined by planning staff to provide safe walking conditions to and from school bus stops. The applicant shall supply proof of emergency access rights across Tract H prior to final plat approval to the Current Planning Manager. The final plat shall depict Tract H as emergency access only. 3. An emergency turn -around shall be added to the project site as found necessary by the Fire Chief to conform to applicable fire standards. 4. The applicant shall provide landscaping within Tract H that visually screens the shared driveway within Tract H from the abutting residential properties. A final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. 5. The applicant shall provide a permanent four -foot (4') to six foot (6) tall fence outside the shoulders of the Tract H emergency access. The applicant shall coordinate with the neighboring property owners prior to construction. The fence shall maintain compliance with height and vision clearance sections of the code. A fencing detail, location and cross section shall be identified on the final landscaping plan. The final detailed landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. 6. The applicant shall install a wood, split -rail fence with wetland signage along the west boundary of Category III wetland buffer. The fence (with signage) shall be constructed prior to recording the final short plat. The final landscape plan shall include all specifications for fencing and signage and shall be submitted to, and approved by, the Current Planning Project Manager prior to engineering permit approval. 7. Prior to final plat approval the applicant shall acquire modifications, waivers or variances as deemed necessary by the Current Planning Manager to establish conformance of the existing internal access road with applicable street standards. The Current Planning Manager may determine that the existing access road is not subject to some or all currently adopted street standards because the road qualifies as a legal nonconforming use subject to the provisions of Chapter 4-10 RMC. SEPA MITIGATION MEASURES (MAY 16, 2016 ADDENDUM): 1. Project construction shall be required to comply with the recommendations found in the Geotechnical Engineering Study prepared by Geotech Consultants, Inc. dated May 27, 2014 or an updated report submitted at a later date. 4. The applicant shall provide a paved 16-foot wide shared driveway through the existing Winsper Division No. 1 Tract H that is consistent with the shared private driveway standards of the Renton Municipal Code (RMC 4-6-060J). The private access roads shall meet the minimum necessary to provide for safe and effective access for the existing residents, proposed residents, and fire and emergency vehicles. k NN\ ` 1 PER CITY COMMENTS 2 PER CITY COMMENTS NO. I REVISION HIM = 7/O.ZU- IE 8 PVC. IN E-166.28' IE 6 PVC. IN NW.=166.75' IE 8 PVC OUT S.=166.06' Renaissance Apostolic Church A 1� III Y i :'r. ' . Silver Dollar Casino -Benton �c l E OUT _ - IE C .= 177.10' C6 1 LU E/12�W 7- - - 188.s2 � E=184.93' 1� 12"CUP OUT W.=184.76' I£ 8'PVC IN N=185.15' 515J ' SHEET INDEX: Constellation Apartments 1 w V, 1 COVER SHEET Thomas fea5dalef'ark W ""`I ` 2 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN 11 3 GRADING AND DRAINAGE PLAN AND PROFILES 826d`S7 4 GRADING AND DRAINAGE DETAILS 5 SANITARY SEWER AND WATER PLAN AND PROFILE S 211h St 6 SANITARY SEWER AND WATER DETAILS 7 EMERGENCY ACCESS ROAD LANDSCAPE PLAN _ Ags 8 EMERGENCY ACCESS ROAD LANDSCAPE PLAN 'irk• 'SQ4E V s a SF 1 &Pith $t % ��i4 U' ran American Classic Homes RealEslate ' "' GENERAL INFORMATION: s 31stss 5is SITEq rn Rolling Hills Tc §32ndP1 ' ' DEVELOPER: N S Si � v r" T <C t TDIh St 3�d S 3Grh Sr t61 i Clear vn �.i aaniel O'Brien. DUS, MSD s \'alley C fen's Clinic H H Valley Medical Center 180th Si SIN 43 St 43rd St vI Q? VICINITY MAP NO SCALE LEGAL DESCRIPTION S �a 172rsdS: 53��nSr �a S 9GihP1 rs, SF 174rh Sr Life Community Church S3Ah P1 y 515 S 38th C1 �1761h St SE Petrnvitsky Rd i S I�1Spring Glen Shopping Center 'R ' S S ti IR G N N S SE IBoth St C SC I a1 s1 `- a SE I82 x; THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89°33'31" WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 1 °52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE TERMINUS OF SAID LINE; TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106 FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-RENTION ROAD, COUNTY ROAD NO. 80; EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT. DATUM NAVD '88 CONTROL ENGINEER: SURVEYOR: LANDSCAPE ARCHITECT: TAX PARCEL No. ZONING: SITE AREA: DISTURBED AREA: APPROXIMATE EARTHWORK FILL SOURCE: DISPOSAL SOURCE: FOUND PUNCH IN 1/2" BRASS PIN IN 4"X4" CONC. MON DOWN 0.6' IN CASE AT THE CONSTRUCTED INTERSECTION OF S 31ST ST AND SMITHERS COURT S. THIS MONUMENT IS AN ALTERNATE TO THE CORNER COMMONUMENT TO SECTIONS 29 AND 30, TOWNSHIP 23 NORTH, RANGE 5 EAST. CITY OF RENTON CONTROL POINT #1862 Know whaft below. FOUND PUNCH IN 1-1/2" BRASS DISC IN CONC. DOWN 0.45' IN CASE IN CENTERLINE OF TALBOT RD, OPPOSITE Callbefore you dig HOUSE NO. 3023, 55 FEET NORTH OF THE CENTERLINE OF S 168TH ST. CITY OF RENTON CONTROL#1494 WATER UTILITY Abdoul Gafour 06/19/2018 ' JJJ 8/15/17 JJJ SURVEYED: SURVEYED SCALE: SCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Adabill,CITY OF %R JJJ 11/14/17 JJJ DESIGNED: JJJ RENTON DRAWN: JJJ ONE INCH DATU M • CHECKED: iii AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. BY DATE AP P R SCALE ACCORDINGLY APPROVED: JJJ RAD HOLDINGS, LLC 1040 WEST LAKE SAMMAMISH PARKWAY SE BELLEVUE, WASHINGTON 98008 PHONE: 206-715-4559 CONTACT: RORY DEES LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: 425-466-5203 CONTACT: JON W. NELSON, P.E. AXIS LAND SURVEYING 13005 NE 126TH PLACE KIRKLAND, WA 98034-7723 PHONE: 425-823-5700 CONTACT: MITCH EVANS, PLS GHA LANDSCAPE ARCHITECTS 1417 NE 80TH STREET SEATTLE, WA 98115-4351 PHONE: 206-522-2334 CONTACT: NEIL BUCHANAN 3023059028 R-8 2.29 ACRES 0.17 ACRES (INCLUDES ON AND OFFSITE) 60 CUBIC YARDS CUT NA TO BE DETERMINED TM W T 0 1 T 1 I`J 0 O O R-395301 II­_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q ^J L.L DEVELOPMENT ENGINEERING WASTEWATER UTILITY ,, B. Bannwarth 06/12/2018 dchristen 06/12/2018 '� 0 O REGIONAL FIRE AUTHORITY �•+To SURFACE WATER UTILITY (n APPROVED rstraka 06/13/2018 cthomas 06/12/2018"9 F,REa�`� w DATE: VALLEY VUE SHORT PLAT 8/15/2017 FIELDBOOK: BOOK / RAD HOLDINGS LLC PAGE: PAGE W DRAWING NO: J COVER SHEET C1 Q SHEET: OF: 1 8 (lJ I CD (lJ 0 z 7i v 3 I 3 75 r; CD (lJ W w Q / 0 Ri I 0� I M Ln d m / 0 I J) v v Q / J Q U r" LJ 0 U L7 3 Q / U q CY) LO CM W I-_ Q n 8' O 17 CO 4x4" P. T. APPERANCE GRADE POSTS 1 x4" CEDAR FENCE BOARD W 1 /4" SPACING J J Q _ 2- 2x4" APPEARANCE GRADE PT RAILS POST BASE STAIN, COLOR TO BE DETERMINED BY OWNER ALL CONNECTORS TO BE RUST PROOF AND CONCRETE FOOTING COMPATIBLE WITH PRESSURE TREATED WOOD ° PER HEARING EXAMINERS REPORT 1' The applicant shall coordinate location with the neighboring property owners prior to construction. 4' ESTATE WOOD FENCE 3/4"=1 '-0" LANDSCAPE CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO BE 8" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH TILL/EXCAVATE/LOOSEN SOIL IN PLANTING AREAS TO A DEPTH OF 12". USE ROCK RAKE TO REMOVE ALL ROCKS OVER 1" IN DIAMETER. ADD 2.5" OF COMPOST TO SHRUB AREAS AND TILL TO A DEPTH OF 8", LIGHTLY COMPACT. ADD 3.5" OF 50/50 SAND/COMPOST SOIL MIX TO SHRUB AREAS, TILLING INTO A DEPTH OF 8", LIGHTLY RACK AND COMPACT TO 80% TO PREVENT SETTLING, ALSO CONFORM TO GRADING PLAN. AVOID DISTURBING MAJOR ROOTS OF EXISTING TREES. NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL. PLANT TREES AND SHRUBS PER DETAILS THIS SHEET. BACKFILL WITH NATIVE SOIL AS AMENDED ABOVE, MULCH BEDS AND IN 36" DIAMETER AREA AROUND EACH INDIVIDUAL TREE WITH 2" MEDIUM FINE FIR BARK MULCH. WATER PLANTS IN WELL. CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. FOR WETLAND PLANTS, TILL IN 3" OF COMPOST INTO 8" OF EXISTING SOIL, COMPACT TO 80%, PLANT, THEN MULCH WITH 2" OF COMPOST MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND ROOTBALL 6-8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST TWO GROWING SEASONS SEC. 30, TWP. 23N, RGE. SE W.M. r '0 ° M I 4x4" P. T. APPERANCE GRADE POSTS 1 x4" CEDAR FENCE BOARD 1/4" SPACING 3- 2x4" APPEARANCE GRADE PT RAILS POST BASE STAIN, COLOR TO BE DETERMINED BY OWNER ALL CONNECTORS TO BE RUST PROOF AND CONCRETE FOOTING COMPATIBLE WITH PRESSURE TREATED WOOD ° PER HEARING EXAMINERS REPORT 1 The applicant shall coordinate location with the neighboring property owners prior to construction. 6'ESTATE WOOD FENCE WETLAND BUFFER SIGN. LOCATED WHERE WETLAND BUFFER FENCE IS DESIGNATED. TYPE, SIZE AND TEXT BY OTHERS PER CITY OF RENTON REQUIREMENTS AND TO BE APPROVED BY THE CITY OF RENTON PRIOR TO INSTALLATION. SEE PLANS FOR SIGN LOCATIONS. PITCH SURFACE TO DRAIN COMPACTED NATIVE SOIL 4" OF COMPACTED FRANULAR SUB -BASE 4'ESTAT E WOOD FENCE 1 PER CITY COMMENTS 8/15/17 SURVEYED: SURVEYED 2 PER CITY COMMENTS 11/14/17 DESIGNED: NEIL DRAWN: DRAWN CHECKED: CHECKED NO. REVISION BY DATE APPR APPROVED: APPROVED 6x6" SPLIT CEDAR POSTS 2x6" SPLIT CEDAR RAILS GROUND LEVEL FRONT BACK CROSS SECTION Sensitive Area Help protect and care for this area. Please contact City of Renton 425-430-7200 with questions or concerns. CONCEPTUAL BUFFER SIGNAGE 3/411=1'-011 VERIFY WITH CITY OF RENTON PRIOR TO CONSTRUCTION 3/4"=1 '-0" SCALE: VERTICAL: NAVD 1988 SCALE HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FORM 2" WATER BASIN TOP OF ROOT CROWN KEEP MULCH 1-2" AWAY FROM STEM OF PLANT EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS FOOTBALL OR 12" WHICH EVER IS GREATER SHRUB PLANTING DETAIL N.T.S. SECTION C TY OF RENTON Nui1"R Planning/Building/Public Works Dept. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT IM1'n'`ID� NEIL BUCHANAN CERTIFICATE No. 513 dw GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 QC GHA Landscape Architects 2017 R-395306 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING cclose 06/12/2018 VALLEY VUE SHORT PLAT 3106/3112 TALBOT RD, RENTON WA LANDSCAPE PLAN EMERGENCY ACCESS ROAD PLAN DATE: ELD 1 K:— 2 017 PAGE: DRAWING NO: L1.1 SHEET: Q OF: Q 0 0 0 rr n Q J O 2 W J J Q J Q U W' W f O U N 0 3 a U co co 1 LJJ I- f ii plpw ALLYN►ANCat' MIIA� Aw E 11AwY OrATr rwaau!lslla tswiw aarTt w!{!R �! N.LNaTALRPi M . rm.m,Aeir Ir e1DLw WMl PC wa amma.m1R"b ,� PMr taiDFN°"a'.aren'�.m,m"`t�q 1e ` * 001TRUDITIMPD.t13T-run! rTael NUM PF4 ONIfl aM hDm PWt�NT 'AD wlAR FI00PaF71R to FOo-T RIOTAROIw.AR AOJLHIYIT t1rtl71tl11 A aRR BL't raaAi tii FoOLW Y smaTo 1 ftmNm1m*r,,m OS IAR NDGP MOTH 1. 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AI pwlNo hOba rap be Mlalll hd Aber N earn hn been Pw oo. a, �y "M rwwriaalw n AN In mLttw In ammmaaa Alt 9S XPTL' ALTYIMTiYw PIIOAST IAH aIaTION PUBLIC WORD DAirCM NAli1N TYPr 1 9m' pW - ='o DEPARTMENT ]LARCH ZOOS FAAYI AND VAMIp ORATE rrrona aWl IlalAlD �FdMtl �7M11 TSralaeNalAAm1 DP71laeaQQlMr7IlppNtRtAAL6r1�rgPNp -Iln7AIfar MNIWIOTO71wAARRipw.T Nm110N. ADJYaTa1oAT AIQTIOY . IUI Illrabr MOTY 1, TOMVER OR OPA71NO OF A CATCH BASIN MAU.NOT BE BROUTM TO FMAL WADI VNTLTHI FNAL IWATIN OF TlFAVEh1!'M' pJRERarTCFTORrDEWAUCINWmmITmTO03 PL44'MHArURNIOTApOF��OOtIF�1CAlplalRPERtIrAONTHEREAFMRdd4FNB,1 2. SHIMIIN& Not EE U8WTOI IN roWT IFiNAIMTOaR Me. T�H1UMaaMMISSN"IrMb. 7-0IS a. A CONTNUDIJS LAYdt OF MDRTAR aMALL OR PLA CID NIIWIMN AOJUOTMWT' RINOD AND SIR CM PRIOR TOO PLACELBiT. 4. THE USE OF BRICRB b PELRMI TEb WHERE THE EIRJCIM ARE arAOGEREO TO CRATE A RUJIIIVfi Ibl'1D �CTW WTTT1 1. BTMENTBFIITION BHAI4BECi20UTED VMTEI:T101f7 TO THE BOTTOM AREA OF THE AUIUETMENT IE N NOP10r/OJIC QRWr B. GROUTNOBETWEEN AO,AJETLAENT EEC1ION SHALL BE WATER TOHL 7. OfOW NS TO W NION41HRPM TYPE O►JCU7 MEETNG Thr RICU IRIkOM OF AVW III P4Bft ~ OTM OARO MWIFICATION a-= FOR aNPB�IrIMPERCENT DRY BHRINICAOfiTHE MMANILMCOMPREaa1V1sBTRENQMIFIALLI11JDiJFtlAT? DAY PlRAPWA ITNODARb B. PI4(1MFT1110 HOLM ARE To BG GROUTED NWTEFt T10HT, PUBLIC vmw CATCH a1,AGIN INSTALLATION STD' PLAN - 202'00 DEPARMIRT t/AR(Si 2D08 SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC),THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLAN ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD GRADING PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE,TELEVISION). ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. TORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). W LI aaLTaDtA�N�N7 iiat SCNL i N�1! 1 O I I TOP MORE 1 TWa �trrm b ddp Itad ro aaamnraeab 7CJ' ■ l4" prfha v abWera a. PYDNde MN Ftlea In tlH YARe that ri raraoab rlprratl aifM t he QQrni a aWru rob, Tap tloll hob m leapt a 5%, - 1 NO ■ 7 m,4n hard Sep iTw. a Location 'IN tklwn hale Anrbi emanl 4"mtml nlrll eaLIra, ILM ii l i, Ralerta Mb1da•d kiFedlDtlla, I-CS.1a(l> M alhmDnr rogm,lnliaaw, mmol N 06 RiOanaa �Ja HMtl aAA ■7NB6C Its17MCTNO VIM e �� rrtt� Rl glop •MTIYII MEWL C 01TA MAIL PUBLIC NORM NNOTANOULOM FRAM■ 90. PGN - 110L OO ` D31PARTMENT RARCH ZCD9 w�1 WrdrY1 +� P ie T lu•.e[�„' 1 "t� ,F , .. al•:AV1a14 TT.-V m Pin 9Te Nm l,an w.0 Y �, var. \ bn•nv [YYPt,plmhK �" \Y' N rtm,•i ITeulfrl gKn.4A"■ , �lr.ka'�w.. +canon . r3F�g^'� � 1 ,�M..�Y:u`Ta"trA�-- L_,lr�r .�.�t'• �. �. --'+ #effcn �g VFW III *0MnW YIDw tw ua*De^.eam.vuY,iu $TD. PLAN - 104.1 ?USLIC YICRHs 06MIENT CONCRET9 ORIVIRWAY e iZ1 PAfiT}dLrv7 BNTRUANCC • TYPV R9 1 1/ COUNTER -BALANCE rT WEIGHT GUARDIAN 2000 HEAVY-DUTY HINGE CONC. BASE PER MANUFACTURER yi BOLTSTO SECURE TUBING ALUMINUM TUBING i;rraA k��nm■rman. F,,4'Al y1'aA. Aanln:.Yat■. CLOSED LOCKABLE TABS SID£ VIEW 1 15' DURABLE STEEL HANDLE HIGH-ViZABILITY REFLECTING TA PE OPTIONAL OPTIONAL RECEIVER POST -- OPEN LOCKABLE TABS ISOMETRIC VIEW RAISED VIEW 3'-2" 1968.4 mm) 1 PER CITY COMMENTS 2 PER CITY COMMENTS ALI I.I 7 al a mllLAPatIGa aJ J�MnDI OF FLOW NIIrilm v Z 1 tt11LT.bpW�M�L¢tT CwTA1L Nwm Pawla w ati.I A the wall Ike m" lolly alpha alth khi ha4a M iyI R1rnF Laaalon OI zit "rn W* Wrdaa rrlatnl d1a 1rnF manuhM>krxa, OOItlfllle LRlllrieltArdarilpadl�anrbblbppbrlddMenr wgdlamw'fliL I• !A"bea mlllAY, aplle> 1, ranee 9h'ba ahll De paeD Wbl aantlAM Rama In 91a krarW WJry, yaNRr gr» }taedar. vrraM MraMm ahrl rut be laaabrd wlhim pCern7iht, lAarillad flrlell!!oral RJhtl anba, PUBLIC NORMS RNCTANOULAR SID, PLAN - 1115,11'80 DZPARTMEN'I VANED ORATE RKRCH ZOOS 4 RRE.+B �CNNSDDNRRW5�1tri' �~'� -. '� eD NGNOUAWa `(In CURIA NL'IMedRII) TYPE MEF -W'AWN� I(OFAMCRCW., Wii-h BUFFlR) NOTE$ 1. When a dnvA�wBy wSPlr, 15 Taflr OP.n ok p tyll dap�h aapeno'! Ialnt nRh U falnl Ior o" Ind two Ilnac (sill at 1. n Wn. Cerirabot azplRWnilon lrJMN pn I WNh the ., ►lIn rv;IrPdat 19 n1a1dmum ipaaing Whin dnvewPY rwaDw Yes , � aea�i►rmn rat ftnirm ea Yrn,an»M ..!5S' Rase r.vw im WltlthY tlYGrW5V. y, ip ❑ vT a, RB.-01vrr . 8aa vW Plan 1152 (orwealkdalalb A, Curb anb aulor iho4h, other Olrb dWAlrrm MR ba ONdk(L Gip akl. pTNo I a, weum deralla: 7 4. Nei uvod. 1.-_-_. r.r I 5. The engineer rill( dovt "ri ddvtlwaya tc IndAcmovaaorw at 411 WM 0iY=LO ' InAL PA9519H DclMy menmd mill, gmbll •%•. All akvandna"at Me tack of Garb 1* on uptll Did®, IJRPRaIaAq Ng11G.RHN7 Cuteyr IGt'^kRd6lAll, a. htA uaetl. 7 FapdvewaYVVWNWaORMWAYZTANCARDS (see NOTE 10)• rprparRlan Joirr4 (ape 9Sa• Plan 1nJ) Shea by spaced ere ahaVll! 1R Ma OaRIIIYInaing tN'aI1ID'iCWM'. tl, 91oNs shall comity%vl,. uattmA Pmug2.1& 1 X3.2.2 or A10 wAwkQ11irmm `mow A�i,tiw.tycFNwerJru' ii0,nyR OTWAAcstflm]ptMe'PLrbtte �r'1l1.•• �t• i� 9. Cu'C n.turnh Tcrrdr,y Type C•MAX OAvwwaY hlty Iw apPmvld do a gwwby mo aaai9. ���.,.,•, '" , +>• - •. -BVRMA BLKPAa r 10. EMVI' ETANGARDE - Anton kwo;d alCcaP IRMej �' Thl- N bn,llupirwN leRuNuwa • .r' CHAMReST11MANDLITLITr3rANDARDs Sacbin iioaYJBTEIEETITANOAR05 `••''.^ .��•' DDPRE681i�CURR T7�TAll- ATMUMNAA4DRCCMM/RGNO%MVWIi AMAµ,M WtIVBWAT ATAN'b1RD6 - Rahtrm Mu.i�PPI Cade (MMt7 ,ale IV .•�•�., Oiirgtilypla TYdig DwYlu pmPPI npTWldaa CHAPTER 4 MRwrirAd. G•1k.vrarRYl .-��•�---_..� �: Jt r CITY -WI DEPAO"it1YDEVELLyF INY1TANDMOS 1awb.rwLmod,-- tim JI-d-OFA FARRING, LGANN9 AND DRIVEWAY 4o"TION51 tWAXM IA.CowmdWl I-SOW(Plor"61p1 aNmMHarlaat' - ¢ 1 PU13LIO ISORt s CEMENT CtfNCAlBTIp ORIVIEWAY , Km - 104A OtiNARTUENT ENTAIA11111006 - NOTM AND 011111TAALS r. OPTIONAL RECEIVER POST AVAILABLE IN STANDARD . AND CUSTOM LENGTHS: 12' - 14000.120 16' - 14000,160 29 - 14000.200 RECEIVER POST OPTIONAL A' TS STEEL 14000.205 TUBING OPTIONAL FINISHES AVAILABLE: PAINTED, GALVANIZED, OR POWDER -COATED 3/y' ?f 8' 5TEEL PLATE SPECIFICATIONS ARE SUBJECT TO CHANGE W(THOUT NOTICE. CURRENTLY PRODUCED MODEL MAY DIFFER SLIGHTLY FROM ILLUSTRATIONS. -`"SENTINEL MANUAI BARRIER GATE ' an7w a tea c"D 149D0.100 NO. I REVISION JJJ 8/15/17 JJJ SURVEYED: SURVEYED JJJ 11/14/17 JJJ DESIGNED: JJJ DRAWN: JJJ CHECKED: JJJ BY DATE AP P R APPROVED: JJJ 2" CLA! 12" TO 6' S OR C nr. 1'dd xy..r.t.lt Sr•e � ` ter pn F�l do piatl alp ••�L.ddIN• . rwrallNn irNa • A. P nu err' Le. rd usk a 171.awT'La A. a`dl and dsrab Pbs Oomm PM III Pen FEE: VOTR: 1. : u'IwfRL:pmrt u"aar ntwli. 1 Hirta as+q Ldi^yunaha. '!. Lanpr, Mdotel naalYl naaR mats dardp dravAr awr " ntwy°"a 11a�Yr. 4. ap 'bead PM017Orndtynd'I'InAN1q lwralirI - eleRdenb o WIDOlIrmp" tin.>fPW -� ipadlmkutirtrarm, WOW" Fand{ra =-LLP • gNbrr.TlrPpamwwalwmalRarehrdn Trd III h wvn am" atdl• a•/ ei 4 11.3. - 00% aarrrraN error �'m S. Inmi WON marl aarbm m%mldlllnl Iauar ArPn r.rM7 TrfMN•M1bluNry wrrra aarwn r-rr WWDI IARAMawnertl aadtahrm WAM Tee Rio er hanPi brpr then 1• Iw9ro1! ppi tarr*ar L Mw• Arhlrr`IMYn aWlrat hN uaadln l•meNll rlrwwl. a.Iaa9amnaabwY>WF=4ROWI•il�plr %'m awdi:tt Dft,a IIkfOTEAPIYA awrawa rtarrturenl hw17rarMd-, 11, la•a. itllr POa IIOTI* 1, FlPa mm iahaahum an t•Y pa•nwr plpa aD'ar' M 11 arttlaMalaK Far Pba eanrNRwn In i tRnah, ty hwim-bl IITra a1 ea Nan aampl0w a•a wall m im awls r Im:Ranh a. &1 mid wdYunialm Plp aw phFa ram wits w IIoo ManwYlrelaefdatA, S.ODnr>dppardrdllpeod Soft, ATanldW� ®IIR.AI rwlwW%mawa.0 nmv. ywrlyd IrrNaLtl In amaaelr a19n JMk(• A. mrpadm to Aa% maawm aMx. {. nommew rpm,, plrnaral:htN9Mrr tlMtAtraaa, ahal ® I1trtrlmorcumprRNn(011113Ompm lr I•lWlad aeh day^ A. abttwaU apad6rtlonaJ 1, OO wgArbmiauwM daaarrarappm!•a mJakaa(mWelaartw. T•arrranWOwrwaRM aJ] wan f rtuanurr War a a 0. 1511111011. wm r; rwwwam^eT.hrt■ra� ' 1-0"w darrrbm 1r M+agih 4l anaapa,l bnap• 17. M'Re datlwiNll lrlaMltM 49f antl lw•a ►❖:►0-14 ►# ►N , ►�� ►A ' n 2" DEPTH Or GRIND OR SAWCUT AND REMOVE 15.3' MIN. 1' 1' ._ 2.5' _.l 1' 1' MINININ NIN IMIN MIN 2" CLASS V CRUSHED ROCK, FLOWASLE IF ILL CR AS REAL RED BY ENO NEER e FOR MINNNJ.N STANDARDS, SEE DWG( HR-05, SP PAGE HO32 SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Pipe eme R. rl1l )�R rra nlra,hr pipe Dorm., LOPE, CNp ImlmanI tr b w 1r, 80" to w IWm. 12 lortm Im 43' PIP -wm Mall+ 0* Perri 11Pbw 14r 4r to 14Y n 13 I 14W to 1W PUBLIC WORKS PIPE COMPACTION ffm PLAN - a'no D3PARTMEN'I DMIGN AND IIACKPILL MARCH 2009 OF 01.48 DR OF PAVEMENT ENTER LINE OR WE LINE -RCP CLASS'" 8' CRUSFED SURFACINO -OP COURSE TYPICAL TAws"14O PATCH FOR .1axam PAVE11SNT ADOPTED SIT of aff7m + e IlA�Al7 rtxl DR PAM aLm DWO. NAME H032-1 S3 PATE CITY OF [;R) RENTON Nbsp Planning/Building/Public Works Dept. A �N\ C) 0 C) I T J R-395304 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING 4 SURFACE WATER UTILITY B. Bannwarth 06/12/2018 rstraka 06/13/2018 01 V ) W Z) VALLEY VUE SHORT PLAT DAT8/15/2017 RAD HOLDINGS LLC FIELDBOOK:BOOK PAGE: PAGE LLJ DRAWING NO: J STANDARD DETAILS AND NOTES C4 QQQJ GRADING AND DRAINAGE SHEET: 4 OF:8 co O co O 6 0 W i'' -ATCH OF FENCE I lhl_DISREFAIR-- � 7 - - - - - - - - �p�oo ogg��0o30000 �p�oo ogg��03�00 �p�oo ogg��0o3�00 nnn 12" CMP CULVERT I�I�I� T V o 0 o gg�� 0�3�300 IE SE. END-199.25' Tr V o 0 0 �° 1 W/ TRASH RACK \ ` ' "OA 12 W t30" - 10�1h4' o vn I I , 6 OAl2"OA ` \ 1000.00, Rio 30 \ \ N89°40'63"W 6"OA f0"OA ST \\ � M OQO \O \� �� 01' a 1 2 M \ \T?s 8"OA 2+OS 8"OA - o I / * -208 Oa- \ _ - 10"O� .b!�A'4 >. M 3 o N cfl �� I� w , d �o cb 9 �L� LO 2 6 FNC. _ \' \ \ \ l 10"M 76 co ! 6� p \ \ \ 8"OA ZOna.ad 8"OA "OA 12"oA 12"OA 12�OA \l2 U < < �� 12"OA 1 A O, 92` �\ `,9 up 0 204 N \ 20" OT N O .� 2 M \ \ 3 cP o 66 10"OA W O,. 6� O O 29 \ \ 2' GRAVEL DISPERSION A B" 11�'q 8"oAI 6"qA \ \ u' \ \ \ I I F �.' \ W 8 AM 10 M l \ \\ \ \ \ \ \\\ \ Qo \ I I 1 1\ \ \\ \ 7)g\ NCH, SEE ROAD `� 0 175.1 `� \ \\ I i 6 A 8"oAII \6 OA \ �\ \ \ 26"CO ,\, \202 7 5€THIS SHEET I N I L i " Q \\ I 30 I I r 'g) \ \ \ �f,Z �f \ \ \ A A6 2�0 2p0 d \ 1 I I \ \ \ % a OA I SHEDSHED l \ \ 8" 1RT 1 8 14 \ " ACAS w w w w c� I I I : I 1 \1 II 10\ _ 6 Af\\ \\> I \- - - - - c/ F- n�az I - 8" \` I �`{ ��I I �8"OA 0 COT I \ 8 4�1t[J 2 114 36 M \ 12"M12 M J o c LtM o III I- I , co o16 M� M R-25'7 /16 COT I 08 A 1 /0/ '2> ` 1 6 A d '7O p I 26.5' FLOW PATH MIN . \ \ J o f0CoS �' 8„C! 6" ` O2: a 1 \ 1ddv2 STORY W000e•I8Dll-:L vEF Lfl 6'8 N 9 \O . 6" " Tf A PEBUILDING6 a_o - c>P ••,• O . �6 / 4A) 1 \ I I T12 M <- i 10"C �9 8 M 79 1 / 4Jy \ o N w w BASEMENT �`- r \ \ 0- I �,( LLI I I I 8' \ 6 M \ I I Oe p toot. o�, .`) s /y 00 \ \ o I o100' o �g .� I I 1 FFE=153.29' I .i ' 1 'T4 M 8"oA I '(I 6 D ^ 4/� M I c� ACA o I I I I I, �, \ \ �+ 45' t 1 ,,,� \ "",` : x 2 STORY WOOD I " 12 q I ,I p� ' 2e"M N TYPE 2 WETLANQ �o / I °} �. . -� o I BUILDING 1 1 O 6"M I I Q�^ I 16COT \ 8�A 8 6"M N �p w w W TRANSITION X-SECTION o I' \\ \ \ \8 " 8"lN o 20"M M A�A3 y m `v I a I J�I I oP i BETWEEN STA:1+21 & STA:1+35 ,,'°� \ \ _: 1 8"oA -tO�A s"0A �� ` \'!y�/8 M N \8 e. �g M I o o�a 1�l �_ r �_or - r. / �_ - \ i 28"M or or \ \ \ 6 M ti Y 10" 6"M 8" \ \ Qo 1 -oTI�- °P=oL-�-nr ^- I----oT---- - - \ 8�A 1 y M M -� G S S , za -OP1 .o- �` ac �, -041 �\ 10 M 6t \ w I- OP !o - - - - - T 1- - ;'r : - '- - "1= �!1S - - GOS GAS AS�j=4AS-� GAS \ AS+ -, GA / C" 1 A A Y � T8�0 \ 38"C \ \ i a ! c.:.. 2 .... .: . 1-. . • . , ......... '.•:::.�:: . ••. :. „:-'�_GASr-#--^GAS_; .�' AS' 12 OA 8 OA 8"OA� G�.� - ,.. HICKS R-25' \ '�-^- WlR 77 - - Ll JJ OA c9 cV Oro 30'iM 4 f0' 2- o , _10 6t N L s.S BFN O6 , 5`--- - K _ N89°4f 'W N 6 - i .1N j 5 �.' >- `� T--BAR POSTS STA: 1+24; 15' LOCKING BARRIER GATE 184 -186 - �989.81 \ } ACA1 4" CONC. CULVERT cuLVERr� ' ASPHALT PEDESTRIAN PATH RIMARD173sI I I I lE E. END=151.11' IE NW. END=153.56' AROUND END OF GATE. PER IE 4 FLEX 0 W.=172.69' I �' Goo No SE. END FOUND SCHEMATIC THIS SHEET. ADJUST EXIST. YARD DRAIN AS REQ'D �� TPH-9,4 577500,40000 \ \\ s$FNC II I �I • 16' EMERGENCY ACCESS I I - GAS GAS - GAS SEE PROFILE A I I STA: 0+24 OFFSET: 0.0' \\ ✓ I I CB-1 I I TYPE 1 W/ RECTANGULAR I VANED GRATE DRIVEWAY APRON PER COR STD. PLAN 104.1 / 1 / 40 0 20 40 80 1 "=40' 4' TO 6' FENCE, LOCATION TO BE COORDINATED WITH PROPERTY OWNERS PRIOR TO CONSTRUCTION 4" MIN. COMPT. DEPTH HMA CLASS 1/2" 2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE (CLASS -B) MAY BE REQUIRED PENDING SOIL CONDITIONS ACCESS ROAD SECTION STA: 0+15.29 TO 1+21 NOT TO SCALE 6" DEPTH CRUSHED - SURFACING TOP COURSE 4" MIN. COMPT. DEPTH HMA CLASS 1/2' 2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE (CLASS -B) MAY BE REQUIRED PENDING SOIL CONDITIONS ACCESS ROAD SECTION STA:1 +35 TO 2+06.35 NOT TO SCALE g�og77�0��0 RIM=172.8 \ IE = 170.36 (12" DI, S) APPROX. LOCATION EX. WATER 18 m 17 r m D 17 O Z 16 CONNECT TO EXIST 8-INCH SS IE=166.7 +/- SSMH 7535 RIM = 173.20' lE 8"PVC. IN E.=166.28' IE 6"PVC. IN NW.=166.75' lE 8"PVC. OUT S.=166.06' ESTORATION PER COR / STD. PLAN H032.1 Ln U) Go + + N o � II II EXISTING GROUND @ ti � uu > PVI STA: 0+64.46 w ELEV=173.81 K=8.84 =15.00 (0 � cm LO rn o rn 00 19 CO CO Ln I1_ � r- +�+- 0 11 CD 11 `� w Q W MIN. E H J J Im w \ Know what's below. Call before you dig. 2 CO-1 118' - 8" W/KNOX-BOX, PER FIRE MARSHALL Dtp;l j APPROVAL. SEE DETAIL SHEET 4. I FENCE RELOCATION TO BE COORDINATED �°� II BY CONTRACTOR WITH HOMEOWNER BUILDING II PRIOR TO CONSTRUCTION. 9 I Q, Q� �,�Q� vu Q� III I I �& I N&I I oo I BUILDING �� I �� N� 90 9 Oo Oo I o 0 j Oo PIP" Oo �C ELECRELOCST STRUCTURES AS REQ'D ATE EXIST.��� I ��� I WOO �I �Q �� II ��O � UNDER SEPERATE PERMIT I ` o� rr �JI Moll io \ , 1' DEDICATION FOR DRIVEWAY APRON �v I j L , \ \ M/4. ��0 1 \ �� I 12 PVC lE 117- 12" CMP lE 170. (E) P _ r2• c1�P If Ira (sx9 � 12"PLUM 9-FH -- -- 0 S. 32ND PL. 52' 12" DI SD / SEE PROFILE B - - - - CS 6001 RIM 172.91 8- CPP IE 168.65 (NW) 12- CMP IE 168.39 (NE) 12- CMP IE 168.37 (SW) 12" DI IE = 170.1 N (NEW) COMPLIANCE WITH THE ON -SITE BMP REQUIREMENTS / FOUND IN APPENDIX C OF THE 2017 RSWDM SHALL BE MET AT THE TIME OF BUILDING PERMIT REVIEW FOR THE HOMES AT 3106 AND 3112 TALBOT ROAD S. BASIC DISPERSION ON -SITE BMP REQUIRED WITH CONSTRUCTION OF ACCESS ROAD. co M M - + .4 T u I II m w U' w KIM = Im /1 6 PVC11N E �° our lE CTR. CH/VL.= 177. f0 m FINISHED GROUND @ E r m E P: 2+06.35 D 180 � O z o 175 CO-2 RE=174.3 170 I E=170.2 165 7RE=173.6 103 LF 6" SS @ 2.69% 1E=167.4 0+50 1+)0 1+50 27 LF 6" SS @ 2.69% SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - A 1 1 PER CITY COMMENTS 2 PER CITY COMMENTS NO. I REVISION JJJ 8/15/17 JJJ SURVEYED: SURVEYED JJJ 11/14/17 JJJ DESIGNED: JJJ DRAWN: JJJ CHECKED: JJJ BY DATE APPR APPROVED: 111 1..0 OLJL - = 188.62' F� 12"CMP IN E.=184.93' W /E 12"CMP OUT W.=184.76' IE 8"PVC IN N.=185.15' I I LLi I > ��Q LL I W ALL GRADING FOR THE ACCESS ROAD INSTALLATION SHALL BE DONE WITHIN THE LIMITS OF THE TRACT UNLESS A TEMPORARY CONSTRUCTION EASEMENT IS OBTAINED FROM THE ADJACENT PROPERTY OWNERS. EXIST. GROUND AT CENTER OF PIPE APPROX. LOCATION FO EXIST. CB EX. SS IE = 170.1 (N) NEW 12" DI APPROX. LOCATION EX. W CB-1 RIM = 172.8 IE = 170.36 (12" DI, S) 17 D 170 MIN. 1' SEPARATION, 16 165 OTHERWISE USE ETHA FOAM PAD. 52' -12" DI SD AT 0.5% 0+00 0 6 SCALE: 1" = 40' HORIZ. 1 " = 10' VERT. SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROFILE - B VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM J. of WAs Jul ��' � �• CQ 7. 38 42 4 BOA ��Gis T �v 10 AL GZ ,\\ L\1\\ %R CITY OF RENTON Planning/Building/Public Works Dept. ASPHALT SURFACING _� II 1 ASPHALT PEDESTRIAN PATH EDGE OF TRACT 4' 4 PROPERTY LINE PEDESTRIAN PATH SCHEMATIC (NTS) 1 LJ O O I a J O O O I I..L R-395303 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY B. Bannwarth 06/12/2018 rstraka 06/13/2018 O U) W VALLEY VUE SHORT PLAT DA8/15/2017 RAD HOLDINGS LLC FIELDBOOK : BOOK PACE` PAGE DRAWING NW GRADING AND DRAINAGE PLAN C3 J Q AND PROFILES SHEET: Z OF: Q