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HomeMy WebLinkAboutLarge Formatw ::::, <( z f-u ~ --0 0 er: [L EX SSMH N:190726 95 E: 1302336.22 RIM=196.96 IE=188.01, 8"¢ EX CB N 190722 51 E:1302359.31 RIM=199.64 IE= 198.14, 6" NE,SE IE=196 44, 12" E,W EX CB ~1:190716.07 E·1302366.31 RIM=199.71 IE=198.31, 6" NW \._ ASPHALT ROAD = I WARNING: l i J @] I '° ro r I THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. \ 33400 8th Avenue South Suite 205 Federal Way, WA 98003 www.esmcivil.com Civil Engineering Public Works I Lond Survey,ng ProJeot Management fEDERAL WI','( ("3) 63!1-B11l E.'il'l[IT (i25} 297-~900 I lar.d Planning landscape Arch,tecture ESM JOB #258-040-012 A PORTION OF THE NW 1/4 OF SEC 5, TWN 23 N, RGE 05 E, WM KING COU TY, WASHINGTON EX CB )-D N:190740.44 26TH STREET \ p p ). E: 1302478.41 p p p p p RIM=216.52 \.. . p IE=212.32, 6" SW I \'I w I { I s • i \ = I 1'1----W-----:---W-"!7'i'---~ -W----w D I D D HOUSE 0 FIRST SUBMITTAL ESM 2/04/13 SURVEYED SC,\LE VERTIC/11... NAVO 1988 1·-10• HORIZCNTAI~ NAD 198J/19'J1 •• CITY OF DESiGt<ED .,, TLS RENTON DRAWN ..ii, ER O\E ltiC'-! ChECKE::l AT F:.Jcl. SCAU: Pio nning/Budd1ng/Pu bl1c Works Dept :f NOT ONE INCH NO REVISION BY DATE APPR APPROVED SC.ALE ACCORDINGLY p p ---.. EX FIRE HYDRANT ---w------......_____,,/Ac----=I+------w-----w- ROCKERY TO REMAIN \ n SCALE: 1" = 1 O' 10 5 0 10 20 CONTOUR INTERVAL: 2' NOTE: ALL BUILDINGS, FENCES AND STRUCTURES TO BE REMOVED WITHIN PROJECT BOUNDARY UNLESS OTHERWISE NOTED. LEGEND: _/ ··,_____ R~-EXISTING POWER LINE [Ij]}--u---EXISTING STORM DRAIN EE EXISTING WATER METER Qw ,,___ EXISTING FH WITH VALVE ®--.,.___ EXISTNG SANITARY SEWER ·O· SPRINKLER HEAD ------EXISTING CONTOUR EXISTNG TREE TO BE REMOVED CHECKED FOR COMPLIANCE TO CITY STANDARDS NORTH 26TH STREET SHORT PL.t:rY of nentor 002/04/2013 { lis~nning Division """aELD=eoo=,--1 TOPOGRAPHY MAP PAGE FEB -6 2013 DRAWING NO EX-01 {F/f ffE(G[FEOW/ell5) SHEST 1 OF 1 w 2 <t z f- 0 w -:, 0 I}' Q_ z w ~ N 30Tl-l ST z N 29Tl-l ST w ~ :,: N 28TH ST &N 28Tl-l ST N 27TH PL z ~ z "' & w ~ N 26TH ST "' 'f, i,. ~ ~ 0. 'i VICINITY MAP SCALE: NTS U'l 0 ... J_ \<l ~ ~ '6 'f- 1- ~ U'l 0 ... J_ SITE CONSULTING ENGINEERS LLC 33400 Bth Avenue S:;iuth Suite 205 federal Way WA 98003 www.esmcivil.com IGl$1~1 FEDEWL WAY (2531 B3B-5113 E',·ERETT (42~ W7-il9~0 il.UcNSSURC (~0~ 962-26CB C1v1I EngTm,arlng Public Works Lond Sur.eying ProJect Monagenrnnt Lond Planning Landscape Arch,tecture ESM JOB #258-040-012 I 0 NO N 26TH STREET N 89"03'54" W 210.21' TRACT A ,-.~\-0-,,-~------------~1~----------] "'. ci°' o' '.\<l1"V) Q'o 7' // /J ....._<b 89"03'54'' W 191 94' -------525s------- sq CJ:: // _, ' ' ' . • ' I ~--------------------------------, LOT '-' ' ' ' ' 1 ' ' ' , , ' , , , ' , , ' , , , ' , ' , , , , , , , , , ' ' , ' , ' , , , , , , , , ' ' , ' ' r-------------------------~ ' ' , , , , , ' , , LOT 2 ' ' ' , , ' , , , ' , , ' , , , , , , , ' ' ' , , , , , ' ' , , , , , , , , , : ---------------~ , , , : , ' , LOT 3 ' , ' , , , , , , , , , , , , I I ' , , , I I L-----------•••••••••-----~I : _________________________ } 102 50' 52 55' 52 55' 207.60' SCALE: 1" -20' 20' 1 O' 0 20' 40' FIRST SUBMITTAL ESM 2/04/13 Sl.:i<Vl:.YED SCALE VErl.T.CilL NAVO 1988 NA HOR 1ZONT~L W.D 1983/1991 ~~ CITY OF DESIGNED 11.S RENTON DRAWN ..u. ER ONF. INCH CHECKED AT ~uu_ SCALE F NOT ONE INCH Plann, ng/8uild1ng/Publ1c Works REVISION BY DATE APPR APPROVED SCAL.£ ACCORDINGLY Dept SITE DATA SITE ADDRESS 1311 N 26TH STREET RENTON, WA 98057 PARCEL NUMBERS 52305-9023 SITE AREA 23,020 SF = 0 528 AC ZONING R-8 (RESIDENTIAL SINGLE-FAMILY) EXISTING USE SINGLE FAMILY RESIDENTIAL PROPOSED USE 3-LOT SINGLE FAMILY RESIDENTIAL PROPOSED SQUARE FOOTAGE OF LOTS LOT 1 10,095 SF LOT 2 5,465 S F LOT 3 5,474 SF TRACT A 2,044 S F CRITICAL AREAS LOT 1 5,235 S F CRITICAL AREA BUFFER. LOT 1 2,240 S F DEDICATION AREAS TRACT A 2,044 S F UTILITY PROVIDERS SEWER WATER POWER GAS TELEPHONE CABLE FIRE SCHOOL CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY PUGET SOUND ENERGY QWEST COMCAST CITY OF RENTON RENTON SCHOOL DISTRICT 425-430-7200 425-430-7200 888-321-7779 888-321-7779 800-244-1111 866-771-2281 425-430-7000 425-204-2300 DEVELOPMENT STANDARDS PROPOSED DENSITY MINIMUM LOT WIDTH BUILDING SETBACKS XX DU/AC XX FEET STREET SIDE REAR GARAGE MAXIMUM BUILDING HEIGHT MAXIMUM IMPERVIOUS SURFACE LEGAL DESCRIPTION XX' xx· XX' xx· XX' XX SF/LOT AVERAGE THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF KING, CITY OF RENTON, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS THAT PORTION OF THE PACIFIC COAST RAILROAD, NEWCASTLE BRANCH RIGHT-OF-WAY, BEING A STRIP OF LAND 200 FEET IN WIDTH, 100 FEET OF SAID WIDTH LYING ON BOTH SIDES OF THE RIGHT-OF-WAY CENTER LINE, AS THE SAME IS NOW LOCATED AND BOUNDED ON THE NORTH BY THE NORTH LINE OF TRACT 23, ELDON ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON, PRODUCED WESTERLY OVER AND ACROSS SAID RIGHT-OF-WAY, AND THE SOUTH BOUNDED BY THE NORTH LINE OF TRACT 24 OF SAID PLAT OF ELDON ACRES, PRODUCED WESTERLY OVER AND ACROSS SAID RIGHT-OF-WAY, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM , IN KING COUNTY, WASHINGTON BASIS OF BEARING: THE PLAT OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON ACCEPTED THE PLAT BEARING OF S 89'03' 45" E FOR N 26TH STREET BASED ON FOUND MONUMENTS CHECKED FOR COMPLIANCE TO CITY STANDARDS 26TH SHORT PLAT FEB -6 2013 OVERALL PLAT PLAN fRi~CCfEEllW~ID) DATE. 02/04/2013 FlELD600K PAGE. DRAWING NO CV-01 SHEET OF 1 1 w :::E -,:: z t; l,J ---, 0 Ct'. [L __ o - ,-- -" I l ) . c:, I ; J l @] "' "' \ I \ <D 00 r -" ! I I WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH ) I UNKNOWN. CALL 1-800-424-5555. \ \ \ I I C,v,1 Eng,neanng I I.and Survey,n,;i I Lan<! Plcnm,ns Pubhc Work.11 f'rcJact Marw~ement Liandscopo An:tutecture ESM JOB #258-040-012 A PORTION OF THE NW 1/4 OF SEC 5, TWN 23.N, RGE 05 E, WM KING COU TY, WASHINGTON D --w w ---wr----------·w..---=--w'----w- I ---, \ l s _J 6 -- EXISTING ROCKERY n .__ __ ____ 0 FIRST SUBMITTAL ESM 2/04/13 \ ORANGE BARRIER FENCE TO \ BE INSTALLED AT CLEARING LIMITS (TYP) f---+------------1-----1---f---i OESIGNE01LS l---+------------1-----1---1---i NO. REVISION BY DATE APPR CHECKED APPROVED f ONE INCH AT F1Jl1. SCALE IF NOT ONE INCH SCALE ACCORDINGLY / I ~ I I I i VERTICAL.. NAVD 198a HORIZONTAL NAO 1963/1991 0 3 FP=223.0 FF=224.5 CITY OF RENTON Plann,ng/Build,ng/Public Works Dept CLEARING LIMITS · EXISTING ROCKERY SCALE: 1" = 1 O' ------10 5 0 10 20 CONTOUR INTERVAL: 2' NOTE: ALL BUILDINGS, FENCES AND STRUCTURES TO BE REMOVED WITHIN PROJECT BOUNDARY. LEGEND: ---J5a- -360---=-= PROPOSED 2' CONTOURS ~-358...____ -360----EXISTING 2' CONTOURS FF=870.00 FP=869.00 ELEV OF FINISHED FLOOR ELEV OF STRUCTURAL PAD CATCH BASIN FILTER -----CLEARING LIMITS ----¥----¥--FILTER FABRIC FENCE --0---0--ORANGE BARRIER FENCE CHECKED FOR COMPLIANCE TO CITY STANDARDS °'" NORTH 26TH STREET SHORT PLAT 02/04/2013 CONCEPTUAL GRADING PLAN ' .. ; . -'-'"'-. FIEL.DBOOK '"" DRAWIOO NO GR-01 SHEET 1 or 2 ' ·l · ,_ ;,_ ·>·•,,,i .. /--"~~·-' ·:·,, 1.··12,··.;," \<') i![';' i' '!l't; w ~ z f- 0 w -, 0 Q'.'. [)._ JCUITT IN fd.re'.R fAB/IIC ~i'tA!.l.11? sr~~ AT POST3. USli $TAPI.EaS, 'MRE RINGS, OR EQUNAUlfT TO ATTACH FABRIC TO l'Offl I ' r·~;-·_----· ~I I,,~. ~lffi+, D .. I I I I I I I :2"J2 SY I~ Ge. 'Mite OFt EOUIVALB{f, IF STNllAllO 8TReKGffl FMRICUSEJ> --..... -, --- NOTS• 1 CONDITION OF USE 11 SILTFEl'lCE MAY BE USED DOWNSLOPE OF All.DISTURBED AREAS 12. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO iREAT SUBSTmTIALAMOUNTSOf OVER1AND FLOW An'( CONCEITTAATED Ft.OW MOST SE CONVEYED THROUGH "THE DRAINAGE SYSTEM TOA 6EOIMENT1RAP OR POND 2 DESIGN AND INSTALLATION 8PECIF!CA110N8 21 me GE01EXTILE USED MOST MET THE STANDARD LISTED BEU.OW A COPY OF THE MMIUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE AOS [Am·IDl"!;.!j 3J-:O-Jlll\'t 51<t I :J 60 (l )51,"'1) FtlR SILT FllM ,:e '..O'.lSIE~f Sil[ IJ JO (l 19''1\1) FOR OTHR FABRICS WA/11\fEfWITTl'/!J)' (,'STMl/49!) ~02SIG' 1Mlr11MI.IM 10C'LBS WIN fOR tXTIIASHl[t{GH FABI\IC Gfl.,\QHN'ilLE ITR~NcliT!A'iTMO~JlJ lOOtaS MN HJ~ IIANDAI\O'illllcNGU fMl~IG GIV,BTENSIU ELOH6>.TICrl l~STMD-I-Sl2J lO,. ~IO.~ 2.2 STANDARD STRENGlrl FABRIC REQUIRES WIRE BACKING TO INCREASE TH5 S1R5N0TH OFTiiE. FENCE WIRE SACKING OR CI.O,SER POST SPACING MAY BE RECUJREO FOR EXTRA S1RENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRCJiOER F~CE: 2.3 WHERE. THE FENCE IS INSTALLED, THE SUJPE SHALL NOT BE STEEPER TH.AN 2H 1V 2.4 IF A TYPICAL SILT FENCE IS USED THE STAN OARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES Of THE SILT FEMCE! IS \NELL BURIED MID 5ECURE IN i,,. TRENCH THAT STABILIZES THE FENCE MID DOES NOT IJ...LOWWATER TO BYPASS OR UNDERMINETHE SILT FENCE 3 MAINTENANCE STANlARDS l ! t I 3.1 ANYOAMAGE BHALLBEREPAJR IMMEDIATELY 3 2 If CONC5:mRA1Ea FLOES ARE EVIDENT UPH!U. OD THE FENCE, THEY MUST BE INTERCEP"IED AND CONVEYED TO A 5EDIMENr1RAP OR. POND 3 3 rT IS IMPORTANT TO CHECK THE UPHILL SICE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING ANO A~G AS A BARRIER TO FlDW AND THEN CAUSING CI-ININELlz.t.TICl'i OF FLO'NS PARALLEL TO TI-IE FENCE IF THIS OCCURS REPlACE THE FENCE OR REMOVED THE TRAP SEOIMEITT 3 4 SEDIMEITT MOST BE REMOVED WHEN SEDIMENT 18 6 INCHES HIGH 3 5 IF THE FILTER FABRIC (GEO TEXTILE) HAS DETERIORATED DUE TO ULTAAVJOLET BREAKDOVVN, rT Sl-!ALL BE REPLACED PUBL1C WORKS DEPARTMENT . . ' . ' . . SILT FENCE ~J ' ' ' . . . SECTION VliW UIIOMlfTRIC V11W NOTU 1 Size the B&low lnlel Grete Device (BIGD)forlhealDrm watur&llwlUrll it 111111 BeNk:8 2 The BIGO w,ell hlMI ~ Will-In t11gtHlown.il1611:1y111Bm (overtlcrtibypes9) 3 The reltl&Yal aywim rnualallllW rermval Clftha BIGD wllhoutaplllng tho Cllllwtad maler!al PUELIC WORKS DEPARTMENT CATCH BASIN FILTER BTD. PLAN -214,00 MARCH 2006 ( BTD. PLAN -216,30 MARCH 2008 ._,~,,. 1-'l':. coNsuLTING ENGINEEA.s LLc V Jhrua r.; I ~ ,~., ... ~ l=t=Jltfl a3400 elh A~""' Socih I ""' I ""' I OM I V ~ !! Suite 205 'l8J' W 'l/f7 • Faderal Way, WA 98003 • flDEAAL WAY (2SJ) B38-U13 ,,;' f .,,. ~ www.esmcivil.com =w (42~l w-~~IXJ 4 .., . c,1111 Eng,n,i•rlng I Lond SuNey!ll'.l I L<:md f'l<1nn,ng ~a,cc.:c....<9 ~ Public Works Prt:>Jact Ma11ogama11t Lands~upa Arct11to!lcltlre Slt.l'".: ~ 3IONAL 'i.~~ 'l ESM JOB #258-040-012 i/~ff~ 0 FIRST SUBMITTAL ESM NO REVISION BY EROSION/ SEDIMENTATION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVllY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CllY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2 ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILllY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION ANO SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILllY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALllY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1 ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CllY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3: 1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE-CONSTRUCTION SEQUENCE WITH THE CllY OF RENTON. 2. PRE-CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED . 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S) . 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CllY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CllY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR lWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 16. EXCAVATE AND CONSTRUCT STORMWATER VAULT. 17. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 1 B. CLEAN DETENTION SYSTEM AS NECESSARY. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 2/04/13 SURVEYED DESIGNED n.s DRAWN ER S"'1.E NA ONE WCH VERTICAL. NA'IO 19BB HORIZONTAL NAfJ 198:,/1991 CITY OF RENTON I I CHECKED AT FULL SCAL.£ IF NOT ONE INCH DATUM Plann,ng/Building/Public Works Dept DATE APPR APPROVED SCALE ACCORDINGLY GRADING QUANTITIES STRIPPING (12" DEPTH) CUT FILL NET (FILL) = 800 CY 300 CY 1,000 CY 700 CY EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. CHECKED FOR COMPLIANCE TO CllY STANDARDS 26TH SHORT PLAT CONCEPTUAL GRADING PLAN DETAILS & NOTES OA!L 02/04/201~ mLDBOOK ""' ll!VIWINtl NO GR-02 SHEET 2 oF 2 City of Renton Planning Division FEB -6 1013 A PORTION OF THE NW 1/4 OF S. 5, T. 23 N, R. 5 E, W.M., KING COUNTY, WASHINGTON cr, ~ w 'O ..r: ,..: 0 0 0:: I C (L 0 '.;:,o Cf) .. 0£ a:: ~il .Q ~ Q_ 0 I 0:: (L / N 0 / 0 N 26TH STREET \ n I ASHPALT { N s9·03·54" w 210.21· ~--~~~~.g:"".'"'r3.o· N ~ ""···· DRIVEWAY /~r3.8' N " J~7-----"lr:-::/~~:7i~r,:~m7::.:::.;;:.~:.....!!..-=~~~-~~:--==:....----~~-,..,....:...:·::,---;;·--;;;;· ·;;;; .. -·---,JJ~;::c;:? __ ..,..~l.~'---~ co TRACT A 122 · 1 ' N B9"03'54" W 191.94' ii 73·6 ' co h;/ .Jo· [!J A:~{'.~;~l;-;;;,-, -----.7~---_;_:_~8!66~,8!44:;-, ------~~~~,--~-1~~:._ltl --;;-52;::;-,-;;-55;:;-;,:-------,---.:l+-5-2-.5-5-,---.[!) 5-.-3~1 '~J /(rt •. , , fl-u .lO u_ ,, -1,1 ... 1 {,; // /f "-. V ' ,. ~ h vfJ:: 11 ~ o... i/ _ 1/i f/ -1 ~ ii "' ;/ ,, 1/ oi 0ff ·~' ' I l / . ~, ------, -, :.·~/~)LOT .. 3. ~ ·i;~~~--JV I . ' ~11 ~':;, ~~?VXEDB.6')/JJ .l MAILBOX ON CONCRETE PAD 15' SLOPE SETBACK I ; ' ' \ LOT 1 \ ' ' ' ' CONCRETE ''··<::::::rr-- ' ,, \ •''"._ ~ 23.89' '-, ..' I ',· ' ' LOT 2 z'1' :~37•,s.1· .• -i .: . ,' 16.6' f}/i -' (D / ct::!! ' ii ,· st= ,' w II T"" t o:: ii ;-__ I' 6.8' i:? 3.5' ~i ,. '? ' ...... ,.c,.,,.,,, u 8 -~ u ~ I ~> ii ;2 g:o n w~ ii 4.J c.,Cl:'. u 4) ~ w It .: i~ ~; ;!} ;_,~n::,'-.',."":\ ,.,. ... '-./"'';v-· ·,, .. 52.55':,;,;;;; i .: '. 52.55' N 89"03'54" W 207.60' ' / -,,,,,, ..... ,.,,. I \ ..... AHE:'~it\ .. A, ... i\, .. j I i i LANDSCAPED 1 \ AREA \ SCALE: 1" • LEGAL DESCRIPTION THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF KING, CITY OF RENTON, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF THE PACIFIC COAST RAILROAD, NEWCASTLE BRANCH RIGHT-OF-WAY, BEING A STRIP OF LAND 200 FEET IN WIDTH, 100 FEET OF SAID WIDTH LYING ON BOTH SIDES OF THE RIGHT-OF-WAY CENTER LINE, AS THE SAME IS NOW LOCATED AND BOUNDED ON THE NORTH BY THE NORTH LINE OF TRACT 23, ELDON ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON, PRODUCED WESTERLY OVER AND ACROSS SAID RIGHT-OF-WAY; AND THE SOUTH BOUNDED BY THE NORTH LINE OF TRACT 24 OF SAID PLAT OF ELDON ACRES, PRODUCED WESTERLY OVER AND ACROSS SAID RIGHT-OF-WAY, BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. BASIS OF BEARING: THE PLAT OF ELDON ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON ACCEPTED THE PLAT BEARING OF S 89'03'45" E FOR N 26TH STREET BASED ON FOUND MONUMENTS. SITE DATA SITE ADDRESS: 1311 N 26TH STREET RENTON, WA 98057 PARCEL NUMBERS: 52305-9023 SITE AREA: 23,020 SF = 0.528 AC ZONING: R-8 (RESIDENTIAL SINGLE-rAMILY) EXISTING USE: SINGLE FAMILY RESIDENTIAL PROPOSED USE: 3-LOT SINGLE FAMILY RESIDENTIAL PROPOSED SQUARE FOOTAGE OF LOTS: LOT 1: 10,2C3 S.F. LOT 2: 5,465 S.F. LOT 3: 5,474 S.F. TRACT A: 1,283 S.F. TRACT B: 652 iJ. CRITICAL AREAS: LOT 1: 4,327 S.F. TRACT A: 270 S.F. TRACT B: 65? S.F CRITICAL AREA BUFFER: LOT 1: 2,240 S.F. DEDICATION AREAS: TRACT A: 1,283 S.F. 20' 1 o· 0 20' 20' 40' } DEVELOPER PLANNER/ENGINEER/SURVEYOR ~ 4~~" CI Ty O F CONNER HOMES ESM CONSULTING ENGINEERS, LLC c:; RENTON N. 26TH STREET SHORT PLAT 848 108TH AVE NE 33400 8TH AVE SOUTH, SUITE 205 ~ ~ BELLEVUE, WA 98004 FEDERAL WAY, WA 98003 I N (425) 455-9280 (253) 838-6113 rAW ~N.. CITY OF RENTON FILE NO. CONTACT: ROB RISINGER CONTACTS: ERIC LABRIE, AICP; TREVOR STIFF, P.E.; Planning/Building/Public Works Dept. ~~ GEOTECH ENGINEER co 5,N PROPERTY OWNER EARTH SOLUTIONS NW, LLC SITE SURVEY &: MAPPING, INC. E z•'------------------' ISOLA REAL ESTATE II, LLC 1805 136TH PLACE NE, SUITE 201 10115 214TH AVE NE SURVEYOR EXCEPTIONS FROM TITLE REPORT 1-8. NOT REPORTED HEREIN. 9. SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR THE REPAIR, OPERATION, AND MAINTENANCE OF A POWER TRANSMISSION POLE LINE, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 3070389. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM INFORMATION CONTAINED IN SAID INSTRUMENT. 10-11. NOT REPORTED HEREIN. NOTES 1. TOPOGRAPHIC INFORMATION DEPICTED HEREON WAS PROVIDED BY SITE SURVEY AND MAPPING. ESM ASSUMES NO LIABILITY FOR THE ACCURACY THEREOF. 2. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA OWNER'S POLICY ORDER NO. 5217013586, DATED OCTOBER 22, 2012. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING ENGINEERS, L.L.C (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. RETAINING WALLS WILL BE CONSTRUCTED ALONG ENTIRETY OF PROPOSED LOT LINES. SURVEY INSTRUMENTATION! SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 1 O" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 THREE DUAL FREQUENCY SURVEY GRADE GPS UNITS UTILIZING RAPID STATIC AND POST PROCESSING TECHNIQUES PROCEDURE USED : FIELD TRAVERSE AND GPS WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMEI\JTS OF WAC-332-130-090 ~--------_ _....,,..,---......... -. ---~--- N 30TH ST z z ~ N 29TH ST w <1-----------~ :,,: _____ N_Z_STH __ s_T_-li N 28TH ST N 27TH PL z w ~ :ic:: z ~ N 26TH ST ~ <: ~ '0,.--1~ ~ SITE CONSULTING ENGINE-ER SH] LL C 33400 8th Ave S, Suite 205 Federal Way, WA 98003 www.esmcivil.com IGl{t}l~I FEDERAL WAY (253) 838-6113 EVERED ( 425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture :3 N BELLEVUE, WA 98005 "' ;-.. ~ 555 S RENTON VILLAGE PLACE SUfTE 570 ('1·Z5 ) 449 _4704 REDMOND, WA 98053 JOB NO. 2 5B-040-0 12 DATE: 2013-01-29 :::: RENTON, WA 98057 CONTACT: SCOTT RIEGEL, LG. (425) 298-4412 ~£ ............................ ______________________________ .... ________________ ~-------------------------------D-R_A_w_N_: __ D.LR _________ ,_ ..... s_H_E_CT ___ o __ F_1 ________ _ KING COUNTY DEPARTMENT OF ASSESSMENTS CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT RECORDING NO. VOL/PAGE CITY OF RENTON APPROVED THIS Li.'~y OF (lC[O B,!.,(_. 2013 FILE NO. LUA-13-000151-SHPL Planning/Building/Public Works Dept. -~uir ~~,6!,t0 CITY OF REN : P2.f0 ORKSAOMINISTRATOR PARCEL NOS. 052305902307 CITY OF RENTON LAND RECORD NO. LND-20-0577 OWNERS' DECLARATION KNOW All PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED BEING ALL OF THE THE OWNERS OF THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECL.ARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN :~~~4it~ rnE OWNE~. A WASHINGTON LIMITED LIABILITY COMPANY ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING ss DATE ON THIS ;j-1?-, DAY OF Uto~ , 2013, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC 1N ..v,io FO.fl. THE STATE OF WASHINGTON. PERSONAL~Y APPEARED <..£Lr ~/VJ€ ~ TO ME KNOWN TO BE /414A./4. &:,e,e_ OF PLATEAU PARK, LLC, THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HG" WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE OFFlCIAL SEAL THE DAY AND AND AFFIXED MY \ \esm8\engr\ESM-JOBS\258\040\012\P-plat\Plots\SP-01.dwg LEGAL DESCRIPTION THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF KING, CITY OF RENTON, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF THE PACIFIC .COAST RAILROAD, NEWCASTLE BRANCH RIGHT-OF-WAY, BEING A STRIP OF LAND 200 FEET IN WIDTH, 100 FEET OF SAID WIDTH LYING ON BOTH SIDES OF THE RIGHT-OF-WAY CENTER LINE, AS THE SAME IS NOW LOCATED AND BOUNDED ON THE NORTH BY THE NORTH LINE OF TRACT 23, ELDON ACRES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON, PRODUCED WESTERLY OVER AND ACROSS SAID RIGHT-OF-WAY; AND THE SOUTH BOUNDED BY THE NORTH LINE OF TRACT 24 OF SAID PLAT OF ELDON ACRl::S, PRODUCED WESTERLY OVER AND ACROSS SAID RIGHT-OF-WAY, BEING A PORTION CF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., It~ KING COUNTY, WASHINGTON. EXCEPTIONS FROM TITLE REPORT 1-8. NOT REPORTED HEREIN. 9. SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR THE REPAIR, OPERATION, AND MAINTENANCE OF A POWER TRANSMISSION POLE LINE, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 3070389. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM INFORMATION CONTAINED IN SAID INSTRUMENT. 10-11. NOT REPORTED HEREIN. NOTES 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA OWNER'S POLICY ORDER NO. 5217013586, D.A;[ED .... OCTOBER 22, 2012. IT SHOULD BE ~JOT[:) THAT IN PREPARiNG THIS -SURVEY MAP, ESM CONSUUl~JG ENGINEERS, L.L.C (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED Oi'l THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THE NORTHERLY 6 FEET OF SAID LEGAL DESCRIPTION AS DEPICTED ON SHEET 3 OF 3 HEREOF WAS DEDICATED TO THE CITY OF RENTON FOR ADDITIONAL RIGHT OF WAY PURPOSES BY DEED RECORDED UNDER KING COUNTY RECORDING NO. j._Ol.;z+tJ.J-_q_r;;;)()f...)._)~J:i__. 3. A 5 FOOT WIDE EASEMENT FOR PRIVATE STORM DRAINAGE PURPOSES AS DEPICTED ON SHEET 3 OF 3 HEREON IS HEREBY RESERVED ACROSS THE FRONTAGE OF LOT 1 UPON THE RECORDING OF THIS SHORT SUBDIVISION. 4. THE LOTS CRt.ATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECT:ON AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THE CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUIDS SUBSTANCE, OTHER THAN WATER, TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS' RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. 5. TRACT "A", AS SHOWN HEREON, IS CREATED WITH THE INTENT OF CONVEYANCE TO THE ADJACENT SOUTHERLY PROPERTY OWNER TO CREATE A NEW COMMON BOUNDARY LINE BETWEEN THE RESPECTIVE TRACTS IN ORDER TO RESOLVE AN EXISTING ENCROACHMENT THAT WOULD REQUIRE CONSIDERABLE COST AND EFFORT TO PHYSICALLY REMOVE. PLATEAU PARK, LLC AND GARY AND RENEE ARNOLD HAVE ENTERED INTO A SIGNED AGREEMENT EXPRESSING T~IS l~[;:NT RECORDED WITH KING COUNTY UNDER RECORDING NUMBER ...:J..DJ_u0.2C.iCCX.J~~~C:L ___ _ 6. SLOPE SETBACK VARIANCE PER GEOTECHNICAL RECOMMENDATION AND APPROVAL BY CITY OF RENTON. LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE RE EST OF PLATEAU PARK, LLC, IN APRIL, ·-, ·---' :· 2013. ZACHARY T. LENNON P.L.S. NO. 44925 IE:SM I ' Tr1E NW 1/4 OF S. 5, T. 23 N, R. 5 E, W.M., KING COUNTY, WASHINGTON PORTION OF THE NW 1/4 OF S. 5, T. 23 N, R. 5 E, W.M., KING COUNTY, WASHINGTON ~---·· LO 0 ~ N 30TH ST I z N 29TH ST w ~ ::.::: N 28TH ST Cl'.: <( a. N 28TH ST N 27TH PL z w ~ z 26TH ST SITE VICINITY MAP SCALE: NTS CONFORMED COPY 20131029900001 CITY OF RENTON SPM 148.00 PAGE-001 OF 003 10/29/2013 09:27 DAY OF GORDED IN VOLUME N1Y, WASHINGTON. MANAGER SUPERINTENDENT OF RECORDS RECORDING NO. -------------- DRAWING NAME : 129\51\996\PLOTS\BLA-01.DWG CONSULTING ENGINEERS LLC N. 26TH STREET SHORT PLAT 33400 8th AVE S SUITE 205 Federal Way, WA 98003 FEOEAAl WAY (253) SJa-6113 t-------,-------r-------------~ www .esmcivil.com EVERETT (425) 227-9900 OWN. BY DATE JOB NO. Civil Engineering Public Works Land Surveying Project Management land Planning landscape Architecture DLR 2013-04-01 258-040-012 CHKD. BY SCALE N/A SHEET OF 3 CITY OF RENTON Planning/Building/Public Works Dept. LEGEND R = RADIUS fl = DELTA L = ARC LENGTH < > = RADIAL BEARING AT LOT CORNER BSBL = BUILDING SETBACK LINE () = SET REBAR WITH PLA.STJC CAP STAMPED "ESM LLC, LS 35142" QJ = SEE NOTE ON SHEET 1 OF 3 -------l ---(J -------------0 ---------- N /!J ~ -0 N RECORDING NO. VOL./PAGE FILE NO. LUA-13-000151-SHPL CITY OF RENTON LAND RECORD NO. LND-20-0577 PORTION OF THE NW 1/4 OF S. 5, T. 23 N, R. 5 E, W.M., KING COUNTY, WASHINGTON e = FOUND REBAR AS DESCRIBED +· FOUND SECTION CORNER AS DESCRIBED FOUND RAILROAD SPIKE WITH ..... FOUND QUARTER SECTION CORNER AS DESCRIBED FOUND PUNCHED BRASS PUNCH SET IN CASE PLUG IN 4" X 4" CONCRETE DOWN 0.3' '\ MONUMENT SET IN CAS~ ~ NE 28TH STREET DOWN 1.0 31 32 CITY OF RENTON MONUMENT ~ ,- NO 1886 --'i' -- 724.82' (ESM) 724.89' (R1) -----699.82' (ESM) 699.89' (R1) --. ....._ 32 ........ ...... -7 ~-------' --~ _::-1933.79' (ESM) : -\ --f ,l ' :!: I N 89"03'54" W 2633.61' -- / 5 ./ ' (/) m 5' STORM DRAINAGE EASEMENT 0 L~ I 6' WIDE DE~ICATION I J)v I -N, ----<"7""':-:---------L_ ______ FOR ADDITIONAL RIGHT OF WAY <::::,,___ . -if:±:--____________ -_=-:l__J ~N· 1----25.00' PER KING COUNTY RECORDING NO. --------------f ~263 S.F. 516.28• ~/ N 39•03•54• W 529.49' (ESM CALC. FROM F N 89'03'54" W 210.21· N 26TH STREET ~ FOUND NAIL IN CONCRETE MONUMENT SET IN CASE DOWN 0.2' CITY OF RENTON MONUMENT NO. 266 VISITED JANUARY, 2013 .9.1..12' -- (T LOT 1 t 52.55' N 89"03'54" W 325.88' (ESM) 320.66' (PLAT) I ' . 10,203 S.F . 1305 N. 26TH ST 52.55' 52.55' LOT 23 PLAT OF ELDON ACRES VOL. 11 OF PLATS, PG. 86 N 89'03'54" W 207.60' N 89'03'54" W 362.16' (ESM) 361.83 (PLAT) ---~1 FOUND 5/8" REBAR 0.3' W OF CALCULATED POSITION LOT 1 CITY OF RENTON SHORT PLAT NO. 034-84 RECORDING NO 8408209013 \ \esm8\engr\ESM-JOBS\258\040\012\Plots\SP-03.dwg 652 S.F. FOUND 1 /2" REBAR 2.4' N OF LINE CURVE TABLE NOTE: FOR ADDITIONAL SECTION AND RIGHT OF WAY CONTROL DATA, SEE SHEET 2 OF 3 LOT 24 25' I ~ 0.. :!; VJ w CURVE DELTA RADIUS LENGTH .._. I C8 72·04'10· 15.00 18.87 C9 1"11 '58" 816.20 17.09 LINE TABLE LINE BEARING LENGTH L7 N 18'51'56" E 17.22 L8 N 18"51'56" E 6.31 SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 1 O" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 THREE DUAL FREQUENCY SURVEY GRADE GPS UNITS UTILIZING RAPID STATIC AND POST PROCESSING TECHNIQUES PROCEDURE USED : FIELD TRAVERSE AND GPS WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 SURVEY REFERENCES R1 = RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 20071106900003 PLAT = PLAT OF ELDON ACRES, RECORDED UNDER KING COUNTY RECORDING NO. 314770 0 0 ci IO v DNR = MAP OF COLUMBIA AND PUGET SOUND RAILWAY RIGHT OF WAY IN SUBJECT SECTION, ABANDONED IN 1934, RECORDS OF WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOUND RAILROAD SPIKE WITH_/ PUNCH SET IN CASE 0.2' DOWN .. 5SM ' ' . CONSULTING ENGINEERS LLC 33400 8th AVE S SUITE 205 ISl*l~I w .,.... :::, ~---(/) ~ w 0::: z .._,-.....r ·a w ~'""": > . ,-... ,-...~ ~ r') ~ ~~ WW s ~-~ 0 OCl ~ N. . v 0 v r0 t<) • • 0 go ~ zZ w ~ n SOUTH LINE OF THE PLAT OF ELDON ACRES I I I SCALE: 1" -20' 20' 1 O' 0 20' N. 26TH STREET SHORT PLAT 40' Federal Way, WA 98003 FE£ERl.l WAY (25J) aJ&-&113 r------r------r-~:--:--:-:----------1 =m (425) 227-9900 OWN. BY DATE JOB NO. www.esmcivil.com Civil Engineering Public Works Land Surveying Project Management DLR 2013-04-01 258-040-012 Land Planning Landscape Architecture CHKD. BY SCALE N/A SHEET 3 OF 3 • CITY OF RENTON Planning/Building/Public Works Dept. SECTION AND CENTERLINE CONTROL FOR ADDITIONAL BOUNDARY AND CONTROL DATA, SEE SHEET 2 OF 3 FOUND RAILROAD SPIKE WITH FOUND PUNCHED BRASS PUNCH SET IN CASE PLUG IN 4" X 4 • CONCRETE MONUMENT SET IN CAS~ ~ DOWN 1.0* 332 t CID' OF RFNTON MONUMENT DOWN 0.3'\ n NO, JB86 -. , VISITED JANUARY, 2013 6 5 19 08.72 VACATED RAILROAD RIGHT OF WAY SEE DETAIL A N 18'51 '56 • E 303.46' (ESM) N 1714'00" E 303.46 (CALC FROM DNR) ...._______ I ,...... :::!, (/)1 w, '-', • I ~: r-,:, N' I'' I FOUND NAIL IN CONCRETE MONUMENT SET IN CASE .DOWN 0.2' CITY OF RENTON MONUMENT NO. 266 VISITED JANUARY, 2013 ~ 724.82' (ESM) 724.89' (R1) --..... N89'53'00'\Y s_ 05.40'(DNR) "" _ N88"29'04''W 505.40'(ESM) _ 32 -----==6--9~9-.82' (ESM) . ~ 699.89' (R1) ~ fr,;\ N 89'03'54" W 2633.61' ---/ I 25.~ NE 28TH STREET 1 --. --...::l, ....... ~ (/) ~ 0:: -':!-~ z :i. 0 [G g ""': w ,..... ~ a:: ~, LL.I .._, w z w ~ (J) w z 0 ~ a: .._., ·f',. > N 26TH STREET I r<) ~ ;;; <( A N a9·03'54 • w \ N ~ ~ --;:-0 0:: 0 (0 . en :;!: c., t;J z ;~ LINE TABLE LINE ESM BEARING REC. BEARING LENGTH .__.::.L 1.:__,_N,_,__,7....,1__,· 1-'4-"' 5=6-" _.,E,_,_,.,_N-"6·9' 3 7'00" E 42.75 ~ ;~ St '--t2~-;-:~ 529.49' (ESM) ~ ~ w ~ • st-w ;,; ;' 2 • 0 go 200' MtM'19'00" R=716.20' L=428.96'------k-...._1 (ESM, DNR) 100· SCALE: 1 " = 200' 1 oo· 0 200· 400' ~ / zZ PLAT OF ~i 125.oo· ELDON ACRES VOL. 11 OF 8 ci PLATS, PG. 86 * FOUND RAILROAD SPIKE WITH PUNCH SET IN CASE 0.2' DOWN I I I'----; co ::l: • (fl °'w N__, ~ N 88"02' 41" W 700.37'(R1) N 89'09'53" W 700.13'(ESM) N 24TH STREET _________ .,. ____ _ (19}-~-·-----_·----·--~~ _/ N 88"02'41" W FOUND MONUMENT SET IN CASE; NE CORNER PLAT OF "C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN NO. 5" CITY OF RENTON SURVEY CONTROL FOUND 1 5/8" BRASS DISK, STAMPED "S 1 / 4 SECTIONS 5 AND 8, LS 17659" IN CONCRETE MONUMENT SET IN CASE MONUMENT NO. 1886 MONUMENT IN CASE ON BURNETT, 125 FEET SOUTH OF NORTH 28TH PLACE. VISITED JANUARY, 201 J NORTHING = 1914 72.81 EASTING = 1300956.76 MONUMENT NO. 266 MONUMENT IN CASE AT CONSTRUCTED INTERSECTION OF NE 28TH STREET AND JONES AVENUE NE VISITED JANUARY, 2013 NORTHING = 191429.84 EASTING = 1303590.02 \ \esm8\engr\ESM-JOBS\258\040\012\Plots\SP-02.dwg :i 0::, (/) ~ w ~ '-' i--. l() st- t<) ~ ,...., 0:: ~ (/) I-':!- i--- l() Ol N l'j ~ :g m ~ LL WO ~ en ~ m~ b 0 z SURVEY REFERENCES. R1 = RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 20071106900003 PLAT = PLAT OF ELDON ACRES, RECORDED UNDER KING COUNTY RECORDING NO. 314770 DNR = MAP OF COLUMBIA AND PUGET SOUND RAILWAY RIGHT OF WAY IN SUBJECT SECTION, ABANDONED IN 1934, RECORDS OF WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES RECORDING NO. VOL./PAGE FILE NO. LUA-13-000151-SHPL CITY OF RENTON LAND RECORD NO. LND-20-0577 PORTION OF THE NW 1 /4 OF S. 5, T. 23 N, R. 5 E, W.M., KING COUNTY, WASHINGTON ~ ~- N 89"53'00" W 505.40'(DNR) N 88"29'04" W 505.40'(ESM)~ ----.... 32 . . -0 ---~ .. N 39•03'54• W 2633.61' /"/ __. 5 ,/G( I DETAIL A ABANDONED RAILROAD RIGHT OF WAY CENTERLINE CONTROL DATA n NOTE: THE RAILWAY CENTERLINE WAS CALCULATED USING ANGLES AND COURSES DEPICTED ON A RAILROAD RIGHT OF WAY MAP IN THE RECORDS OF THE WASHINGTON DEPARTMENT OF NATURAL RESOURCES. THE ANGLE DEPICTED ON SAID MAP BETWEEN THE NORTH-SOUTH CENTERLINE OF SECTION 5 AND THE NORTH LINE OF THE NORTHWEST QUARTER THEREOF DIFFERED SIGNIFICANTLY FROM THE PREPONDERANCE OF KING COUNTY SURVEYS OF RECORD; HOWEVER, SAID RECORD ANGLE (ROTATED TO THE NORTH-SOUTH CENTERLINE AND DEFLECTING FROM THE HELD NORTH LINE OF THE QUARTER) WAS HELD FQR THIS SUENEY ~ . IT . YIELDS THE BEST AND MOST HARMONIOUS FIT FOR THE ABANDONED RIGHT OF WAY. I ' I ' /cv I '-I I I I 'o \"-' • \ I \~ \ ' \ 1" -500' 500' 1000' CURVE TABLE CURVE DELTA RADIUS LENGTH C1 52'23'00" 834.40 762.86 CZ 34·19·00· 716.20 428.96 C.3 · 1a·19·00· 1432.39 457.92 C4 45·22·00· 572.96 453.67 C5 36'38'00" 572.96 366.33 C6 1 r44·00· 1432.39 293.33 Cl 2T 17'11" 491. 11 199.60 LINE TABLE I LINE ESM BEARING REC. BEARING LENGTH L1 N 71'14'56" E N 69.37'00" E 42.75 L2 N 18'51'56" E N 1Tt4'oo· E 303.46 L3 N 33"46'04" W N 35·24·00· W 527.10 L4 N 11·35'55" E N 09'58'00" E 844.50 L5 N 25·02·04· w N 25·40·00· w 637.00 L6 N 36'46'04" W N 3a·24'00· w 309.30 \_<...,- \ \ I \o I _i, \ I I I I I ~I -1' I I I I I I I I \g \ \ \ \ '{0' \ \ w z I \ I CJ, \ '\ ,\~6' I ~~ ,5 ..... 8 CONSULTING ENGINEERS LLC N. 26TH STREET SHORT PLAT 33400 8th AVE S SUITE 205 Federal Way, WA 98003 www .esmc ivil. com Civil Engineering Public Works land Surveying Project Management 1914>1~1 FEIER.tl. WAY (253) ~113 1-------.....-------------------1 EVERETT <•2s) 227-9900 DWN. BY DATE JOB NO. DLR 2013-04-01 258-040-012 land Planning Landscape Architecture CHKD. BY SCALE N/A SHEET 2 OF 3 w 2 <l: z f--- () w -;, 0 O:'. o__ \ GRUB AND REMOVE ALL BLACKBERRY FROM EXISTING SLOPE. ALL REMOVED VEGETATION SHALL BE DISPOSED OF OFF SITE. PER RMC 4-4-070L.2,. IN ORDER TO PROVIDE EROSION CONTROL, REPLANT WITH ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK AT TRIANGULAR ON CENTER SPACING BEGINNING AT BSBL LINE FOR LOT 1. REFER TO SHEET LA-0 FOR PLANT LEGEND. = ,--, . . . I /; \b I I '" "' rsr WARNING: JrfJ'' , ) I I a, "' I \ \ J THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-'-424-5555. CONSULTING ENGINEERS LLC 33400 8th Man,e So,th I ""' I ,a;,_ I a,, I Suite 205 l;w1 W ~ Federal Way, WA 90003 www.esmcivil.com Civil Engineering I Lon,J Surveying Public Work9 Projea;t Monogem1mt FEDE!W. 'IIA'f (~) 833--511] EVERETT (42.!>) 297-9900 Lond Pkmning Ulnds,;,;ipe An;hitea;tun:1 ESM JOB #258-040-012 l j A PORTION OF THE NW 1 /4 OF SEC 5, TWN 23 N, RGE 05 E, WM ING COUNTY, WASHINGTON STAlE Of WASHINGTON REGISTERED DSCAPE ARCHllECT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL VI ESM 2/P4/13 ESM 3/j?B/13 ESM 4/1'5/13 Nl,f,!} ~vl._ l--'--+----------------+---1--.---'-ll---l . l.EANNE D. KUHLMAN CERllFlCAlE No. 743 NO.· REVISION BY 9ATE APPR D- SURVEYED: SCALE: DESIGNED: Lill< DRAWN: Lill< CHECKED: APPROVED: I IV I w---- ( I I s-r \ VERTICAL: NAVO 19El8 1·-10· HORIZONTAL: NAO 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3 FP=223.0. ~~ IIIIO CITY ·--·, CLEARING LIMITS OF RENTON ..JI. - Planning/Building/Public Works Dept. n ·-·,w·._,-1---'-=Y·--W--------W·- \ ; \ I . I ~1 . -s-~~s~----- / D-· 1 o· SCALE: 1" = ~11 ic_ __ ___,j 10 5 0 10 20 (.') z CONTOUR INTERVAL: 2' NOTES: ~ (/) 0 z :::5 ALL BUILDINGS, FENCES AND STRUCTURES TO BE REMOVED WITHIN PROJECT BOUNDARY. LANDSCAPING FOR INDIVIDUAL PRIVATE YARDS WILL BE INSTALLED AT THE TIME OF HOME CONSTRUCTION AND WILL BE LANDSCAPED PER TYPICAL CITY OF RENTON RESIDENTIAL STANDARDS ANY AREAS WITHIN THE RIGHT-OF-WAY THAT ARE DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO PRIOR CONDITION. REFER TO HYDROSEEDING SPECIFICATIONS ON SHEET LA-02. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. PER RMC 4-4-070. 1.2, LANDSCAPING MUST BE WATERED BY MEANS OF A CITY APPROVED TEMPORARY IRRIGATION SYSTEM FOR A PERIOD OF NOT LESS THAN TWO YEARS FOLLOWING INSTALLATION. TREE RETENTION/REPLACEMENT CALCULATIONS Per RMC 4-4-130(H)(1 )(b): 30% OF ON-SITE TREES MUST BE RETAINED FOR RESIDENTIAL ZONES. 4 TREES ON-SITE X 30% = 1 TREE REQUIRED TO BE RETAINED PER RMC 4-4-130(H)(1)(e): WHEN THE REQUIRED NUMBER OF PROTECTED TREES CANNOT BE RETAINED, NEW TREES, WITH A TWO-INCH (2") CALIPER OR GREATER, SHALL BE PLANTED. THE REPLACEMENT RATE SHALL BE TWELVE (12) CALIPER INCHES OF NEW TREES TO REPLACE EACH PROTECTED TREE REMOVED. TOTAL NUMBER OF NEW 2" CALIPER TREES NEEDED = 6 (12"/2") TOTAL NUMBER OF NEW 2" CALIPER TREES SHOWN = 6 CHECKED FOR COMPLIANCE TO CITY STANDARDS CATE: N 26TH STREET SHORT PLAT 04/25/2013 Fla.DSOOK: F'AGE: llRAWING NO: CONCEPTUAL LANDSCAPE AND TREE RETENTION PLAN LA-01 SHEEf: OF: 1 2 L,J 2 <( z t, w -., 0 ct: o__ ZFIEINFORCED RUBBER HOSE OR VINYL UJITH 16 C:IAUGE C:IALVANIZED &TEEL UJIRE .TIES 2" MAX.--i 2x2 PINE TREE ST AKES SET &TAKE& PERPENDICUL~. TO PFIEVAILINC:r UJIND . "" INSTALL "TREE 600T" OR --- "AR60R6ARD" IN LAUJN. AREAS. PLANT TREE l"-2" HIC:!HER THAN IN NURSERY WATERING, 6A51N ----"' AMEND NATIVE SOIL UJ/ ii!>" DEFTI-I 3-UJAY MIX PLANTING SOIL UNDISTUR6ED C:IROUND 12" MIN. FOR WOOD ST AKES • IS" FOR REBAR DETAIL '---FFilNE DISEASED AND 6ROKEN 6RANCHE5 1\------I-IOSE • WIRE TIE&, SEE DETAIL ABOVE ~--REMOVE 61NDINC:r TWINE 4 TOP 1/3 OF 6URLAP. ~-2" &ETILED DEPTH FINE 6LEND 6Al'<K MULCH · --FERTILIZER TA6LET5 (4°21 C:rf'<AM-212)-112)-S) ~~-SCARIFY FLANTINC:r FIT SIDES AND BOTIOM ffl~~wj---il!>" DEEP, FIRM, NATI.VE &OIL MOUND DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO &CALE PLANT I" HIC:IHER THAN ~---- IN NURSERY FINISH C:IRADE ---. /::,,~-PRI.JNIE DISEASED AND BROKEN BRANCHE& _,.4~t°REMO\/i: TOP 1/3 OF 6URLAP 2" &ETILED DEF'TI-I FINE C:IRADE BA~ MULCH :JN;"1--FERTILIZER TABLETS ( 4-21 C:IRAM-212)-112)-SJ v'-1---AMEND NATIVE SOIL WITI-I ii!>" DEF'll-l 3-UJAY MIX TOPSOIL COMPACT AND UJATER THOROUC:IHL Y '--'--IRM NATIVE &OIL MOUND 2x ROOT6ALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE EQUAL &FACING 1/2 DIA OF PLANT --1=:...'l.--il.i:::.-¥--1-~.:ii--~=-•' OR AS SHOWN ON DRAUJINC:r EDGE OF FAVINC:r OR FLANTINC:r ElED SHRUB AND GROUNDCOVER SPACING DETAIL NOTTO SCALE CONSULTING ENG1NEERS LLC 33400 Btt1 Avenue South I ""' I """-I a,,, I Suite 205 'S' W ~ Federal Way. WA 98003 www.esmcivil.com fElEIW.. WAY (2.53) e~a-a113 EVE!lETT (42:;) 297-9900 Clvil Engineering Publlc Worke I Lond Surveying Project t.tonogement Land Pl(lnnlng Londacape Afchltecture ESM JOB #258-040-012 STAlE OF WASHINGTON REGISTERED NDSCAPE ARCHllECT 0 1 2 NO. PLANT LEGEND DECIDUOUS ~PLACEMENT T~ES e mbol 6otanrc:al / Common Name Size QyantJt~ Zelkova eerrata / JAPANESE ZELKOVA 2" cal. IIZ>' LANDSCAPE STRIP 8 0 0 0 0 0 ® © Ci) ® G') © 0 .~. S+:+:+~ ·~· FIRST SUBMITTAL SECOND SUBMITTAL THIRD SUBMITTAL REVISION Junlperu& &copulorum ·~rocic.et' I SKYROCKET JUNIPER . Eleagnue pungene 'Maculata' I VARIEGATED 51LVER6ERRY M!:jrlca ca lrfornlca / PACIFIC WAX MYRTLE cretue 'Ann Palmer' / ROCK ROSE Potentilla frutrcoea 'Pink eeaut!:I' / 5HRU66Y CINQUEFOIL eerberle thunbergll 'Roee Glow'/ ROSE GLOW eARSERRY Junlperue ec:iuamata '61ue 5tar' I 6LUE ST AR JUNIPER Aubretra deltoldea / ROCKCRE&& Echlnacea purpurea I PURPLE: CONeFLOWER Achlllea mHlefollum 'Applebloeeom' I APPLe6L0550M YARROW Salvra x e!:llveetrre 'Marn11cht' / MA, NIGi-iT &ALVIA Armerla marrtrma 'eloodetone' / 6LOOD&TONE THRIFT Lavandula anguetlfolla 'l~ldcote Superior' I ENGLISH LAVENDER l-l<9!11erocallle 'Stella D'oro I DAYLIL Y Arctoetaph!:jloe uva-urel / KINNIKINNICK NOTE, ALL AREAS WITHIN Tl-IE RIGI-IT-OF-UJAY THAT ARE Dl&TUR6ED 61 CONSTRUCTION ACTIVITIES SHALL 6E HYDRO&EEDED FOLLOWING GRADING. SEE I-IYDROSEED SPECIFICATION Tl-II& &I-IEET. IS GAL. S GAL. S GAL. S GAL. S GAL. S GAL. 2 GAL. I GAL. I GAL. I GAL. I GAL. I GAL. I GAL. I GAL. I GAL. HYDROSEED MIX FOR DISTURBED AREAS PROPORTION 4 14 1.:1 19 1.:1 22 .:11 2<& 4S APPROX. SS.:I NAME SY WEIGHT (1fBMINATION TRIPLE 6LEND PERENNIAL RYEGRA&&-10% TU!v QUALITY FINE: FE&CUE .:10% AEELICATIQN RATE <&-S Le&. I 1,000 5.F • . NOTES &EeD ALL AREAS TI-IAT ARE 6ARE GROUND AND AT LEAST IS" FROM ANY PLANTED TREE: OR &I-IRUe. USE APffiOXIMA TEL Y ':l-llZ) Le&. OF IIZ>-2rZ>-2.z> N-F-K FERTILIZER FeR l,IZ)IZ)IZ) SQUARE FEeT, AND APFROXIMATE:L Y 45-4<& Le&. OF WOOD CELLULOSE Fl6ER MULCH FER 1,0.z>IZ) SQUARE FEET IN ALL AREAS TO 6E 5EEDeD. 5EEDING 5EASON IS LIMITED TO MARCI-I 1-MAY IS 4 AUGUST 15- 0CTOeER I. 5EED SHALL CONFORM TO ST AND ARD& FOR "CERTIFIED" GRASS SEED OR 6ETTER, A& OUTLINED IN W&DA "RULES FOR SEED CERTIFICATION", LATEST eDITION. ESM 2/04/13 SURVEYED: SCALE: ESM 3/28/13 DESIGNED: NA ESM 4/25/13 I.DK IJRAWrl: I.DI( ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED· SCALE ACCORDINGLY 1£RTICAL: NAVO 1988 HORIZONTAL.: NAO Hl83/1991 Comment& Full, balanced branchrng, e,e Mature herght • 41Z>'• Min. 4S" hel9ht Full, v19oroue, bueh!:j Min. 24" hel9ht Full, v19oroue, bueh!:j Min. 24" height Full, v19oroue, bu&h!:j Min. 24" height Full, v19orou&, bueh!:j Min. IS" hel9ht Full, vlgoroue, bu&h!:j Min. IS" hel9ht · Full, v19orous, bueh!:j Full, vrgoroue Full, vrgoroue +IS" Y"."Trlan9. O.C. epacln9 contrnuoue th'oughout hatched area · · · ···--'-' l DROUGHTTOLERANCENOTE FEF:: THE CITY OF RENTON, l~RIG!ATION 15 NOT REQUIRED IF JIZ)IZ)% OF PROPOSED PLANTS ARE DROUGHT TOLERANT. ALL SPECIES &ELECTeD ON Tl-II& PROJeCT ARE DROUGHT TOLERANT, THEREFORE NO IRRIGATION 15 PROPOSED. CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE: N 26TH STREET SHORT PLAT 04/25/2013 ~~ CITY OF <llll6 F1Elll1300K: ""1 RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. CONCEPTUAL LANDSCAPE AND TREE RETENTION PLAN LA-02 DETAILS & NOTES SHEET: 2 OF: 2 w ~ z f-u w -, 0 n:: (l_ ,...- " I WARNING: EX SSMH N:190726.95 E: 1302336.22 RIM=196.96 IE=188.01, 8"0 EX CB N:190722.51 E: 1302359 .31 RIM=199.64 IE=198.14, 6" NE,SE IE=196.44, 12" E,W ~.~~----------- EX CB N:190716.07 E:1302366.31 RIM=199.71 IE=198.31, 6" NW - ,,, \ ) ) C'.l I " ; I 1 @] ro "' I I I UJ co r I I THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. \ \ \ \, I I CON SU LT ING EN G I N EE RS LL C 33400 8th Avenue Soulh I ,m, I '"" I a,,, I Swto 205 "IW1 W ~ Fedoml Way, WA 98003 www.esmcivil.com c,vd Eng,neenng I Land SL1rvey1ng Public Works ProJe.::t Management = WAt l!rn ~it:~!~ Land Plonn1ng Londscope Ar.::n,tecture ESM JOB #258-040-012 0 FIRST SUBMITTAL NO REVISION I ESM 2/04/13 SURVEYED SCALE VERTICAL NAVD 1988 1·-10· HORIZONTAL NAO 198J/1991 CITY OF DESIGNED 11.S RENTON DRAWN ..u. -ER -::mE INCH CHC:CKED AT FlJLL SCALE Plann,ng/Bu,ld ing/Pu bl1c Works IF NOT Ot\E it;CH BY DATE APPR APPROVED SCALE ACCOR:J:NGLY Dept 10 EX FIRE HYDRANT n SCALE: 1" = 1 O' 5 0 10 20 CONTOUR INTERVAL: 2' CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE NORTH 26TH STREET SHORT PLAT 02/04/201 UTILITIES PLANS & DRAINAGE CONTROL PLAN City of Ben· . m,o,a,, U,,.,,. a PAGE Planning Divis1·or·1 -=----1 DRAWING NO SHEB OF 1 2 UT-01 FEB -· 6 2013 !, w 2 «: z 1-u w -, 0 0:: n_ 1}"12--'" PL;'.'.::TIC HC:-E"' BJ'<' EQUl'L -a ),fC,-STA.ES ,-,L:.STIC, we [)CF ";~FiFS ·~sllCF' 1'1) 1'l '/,1T,' \ -,.'., 11--iCf r1uc1:Ll IC.'QI·! 01."-'..'0,lij PL_r.n: C:Ci\•EP c:rJu:<:. TO P~ll-'.:' ,I', 1:.::; ClL,'-c;J1::s 'Jff I PS·•[r,1[ rrn1 P,f;(; ll!C MS~'~C-CJ'.l.+--R \!Hrl RF.c..nE'-! LI) ,L.JllJ 2' JPU,:CD ;-iQLE FOP :c:JO-Vi>,:J P,T :...ll) (sc::: CEl,dl 1\-A; fl[J: i:_ l•l:JT /,LL l·.IETEP E!O<ES l~ST,•11_n1 \l.l!cl:f; CO.'!CREC: OP PP\·i'll OPl',<._'/A',S SHtsLL BC: ct.sr-1,101,1 [~JlJ.~I ['.) CLYIA 0 1C FOU,'1[)/\fi'I F·.r1A11SIC'I JOl'll~ r~u~,H RF lf,J(JTAll.F[] m, 80TH ';1'.JF,'., rn-· ME-C:R BC•. .'.'.-1/.'.'.'' 1.'I": FPGII r1EJ:J[.ST t,IIC :-·>(JflT EDS::_ UF p,-I.Tl TI-E CCIHC:r CF ThE !"OLE 1.-IUST 0[ A' L.C.f-5:" 1 ' fPO!.' U'JCC:"/IEA Tl• '°"IC,S lJ' 'I ;:::;c, ·, IE RB SPLC·f·JS F.LLO',-,;; THE rur ro TGHC:<I /,G"-l[JST THE or:n SIDE c;:-r)CFE THN•J ff-IC: r-'l:::l PUBLIC \\'OH~\S D[PA.:.~T.i\fEt-J'l' 3.4" AND 1" WATER SERVICE PROPERTY LINE ~+---------z " STD. PLAN -320,I NIJVE1fBER 200\J :3-0' .l.-b I FLJTUl~E l~]IJ(lc==='="=B=U=ILD=IN=G=SE=WE=R=P=l=PE====="'=' ~=TI::;J•(l["=====:jrn ~-~ILDING SEW~R -~TEE WITH 6" SlDE OUTLET ~ \.~~~f;g~ r:ANOUT ~,~'-~;~~Trwi\~rTH~A:~i fs0Es;JE;f1~J:iCILED ~ CAST IRON RING &: COVER IN J HIGH BLACK LETIERS AND #6 WIRE ..... (SEE STD DRW 4031) WRAPPED AROUND THE STLJD AND ~ EXTENDED TO THE TOP OF THE STUQ ~ ~ 5" S1DE S"WER AND BUILDING SEWrn 6" MIN NOTE ACCEPTA3LE PROCEDURES FOR SIDE SEWER CONt,.;ECTlONS TO MAIN LINES ARE AS fOLLO~'S A VlTRlf:ED CLAY MAIN -CUT IN A NEW TEE USl'JG FLEXIBLE COUPLINGS (FERNCO OR A;,PRGVED EQUAL} El CONCRE'.TE MAIN -CORE-DRILLED 'MTII A ROMAG SADDLE (OR APPROVED ECUAL) C PVC MAIN -CORE-DRILLED 'MTH A ROMAC SADD'...E (OR APPROVED EQUAL) OR cur lN /\ NEVI TEE USING RIGID COUPLINGS D DUCTILE IRCN MAIN -co;;::::-CRILLED Wllt-1 A flOM/'tC SADDLE (Of~ APPROVED EQUAL) E MANHOLE CONIIECTION -AL~ CON~;EC110NS TO MANHOLES SHALL BE AT MANU1ACNRED KNOCK-OUTS OR THE STRUCTURE SHALL EIF: CORE-DRILLED 60" ALLOWABLE MAX FOR CAST IRON PIPE OR DUCTILE IRON r1rE 6" SIDE OUTLET TEE SEVIER ·SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN QV::'8 25 ELEVATION TYPICAL SIDE SEWER FLEVATlmJ UNLESS OTHERWISE SHOWN ON PL.AN, SIDE SEWm SHAl~L HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE CR 3-t:i' LOWER THAN THE LOWEST !!CUSE ELEVATION, WHICHEVER IS LOWER PUELlC WORKS DEPARTMF.NT STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD. PLAN -406,1 MARCIi 2010 CONSULTING ENGINE E R.S l I. C 33'100 8th Avemrn South IG 1$1~1 Su1to 205 Fodera! Way, WA 08003 FTI)EIW. Wl'.Y !m) eJB-611l www.esmcivil.com ~VlHDf 1l5) 297-93UO ElL(N<;RVR~ ~Qg) g62-'.lFiH)j C.v,I Eng,neerlng Land Survey,ng Land Plonrm1\l Publu:: Works ProJ"'c+. Management Londs,;:ope Arch,tecture WARNING: THE UTILl1Y LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. ESM JOB #258-040-012 --l ' 1' _., '/,)ll""::.. 1' i f. ti I t.1 'f I I i '.-11 \j l•.111 I \ \ \ ' ' \ 11 / I ;· )--c:-.:.cE •JF CUFE3 c,r r EDGE 01'" PAVC:W:rn / \ \ L ___ . cn1 TCR •_1J'.!<-: er< LNIE 1_11-JE --~ I ,,~ 7.-~·/-:--;-,-·-~,,~----·,,1 ~-~ I ' /,, , , , ' / , ,// .-' / // _/ /,. . . ,·,Ii,\ UI' .'\Cf' / CLASS R !__ '.l" S:,•:,C·JT P,l:Q f'[M0>'~ OR GP If}, SE;\~ ,'11 rn Al·'---"OUO-.'.' ·1 /;\ .• ., , / ; ,/ ) V / /1,. , \ • / ·I· \ / ,! / \ ,:,l'.JTH OF rnuJ:..:H PS ['EQ1Jlff0 B( SIZE OF PF~UPU:i[IJ ·r,PPC,I:1.1r::m (~Ee:: ,I':i'.J:J1 ':i:NIJAJ<J _,,_,_"_!F-1'.;_,._11_u_, _,_-_'"'_ .. _')_. l .. --·-~I l'LIJS ... .ri ~Ll_tJW.o.r!c::-FCR --"~r, ~-':)PING SfiORIWJ IF n:rnrn SHN .. 1_ t,EET ,HE PE'.JIJ1sarE"HS .:,::-'>\S::>oi- '-'1:-t.:o;.~r.: SF'ECll-"ICAlllJrl '-C/.l 3(1J:3 ' \ \ T-- ,';,1:.l rurE :!i U ce'I_ISrlED '::J~'F,".Gl"-'G TOP CLJ!J"'SE, COM?ACf r() Sb"~ f.:OUli IU) f'!'IJCllP. \~ ~.T'JSHL) '::Ll'l-:..<..'.iJG TCP c,:,--.r,::[, o:. ;,;,\ l''l 1,1/ .. Jll"l:,L 1F AfJP:~O','.:.lJ Ill '1,i'l llf,:; [3', frlE ET)l'.EEP. GC'ir~n ru ;;)'/-;, l,IQCIFIEI) Pl'O·:::.TO' '-F pt ZO'·.E cl~[)O r.G t.1!,TF.P ~I_ MW COr/0'.~CTC)': r,s "lJJ1_11r.'~D E· THE 11,SCOT srf\i·'J"-PL: :-;:.,:_:c1FIC/'n0r·Jci fl.)I' l•IL ,',PC: ·Jr l:,lf·'i-"J',E.l,IErJf 111:;rALLEC STD. PLAN -110 PCHLlC 1','0HKS DEPARTML~'l' TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT HAY ~009 0 FIRST SUBMIITAL NO REVISION ' z N :,; ~ 1o z :,; ' z N ~ :,; ESM 2/04/13 SURVEYED SCALE DESIGNED 11.S DRAWN ER CHECKED BY DATE APPR APPROVED FILTER FABRIC AROUND TRENCH ~~'i,f-----4"¢ RIGID PERFORATED PIPE 6"' MIN SPACING BETWEEN TOP OF PIPE AND FILTER FABRIC 24' SS:IION A-A WASHED ROCK 1,5"¢ TO 0,75"¢ VARIES 30 LF PER 1000 SF OF ROOF AREA INFILTRATION 4 "¢ RIGID PERFORATED PIPE OR 6"¢ FLEXIBLE PERFORATED PIPE 10' MIN 4"¢ SOLID PIPE ROOF DRAIN OVERFLOW SPLASH BLOCK 4"¢ SOLID PIPE HOUSE SINGLE FAMILY ROOF DOWNSPOUT INFILTRATION TRENCH NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS Citv ,,.., ,,... VC:'lT.Cl'L NAl/0 198B NA HORIZONTAL. NAO 1983/1~91 CITY OF P1ann;n~ ;.""n ·on CATE 26TH SHORT PLAT 02/04/2013 1v1sion FIELDBOOK RENTON FEB -6 20/J PAGE DRAWltlG t-.0 ONE INCH AT ,UlL SCALE Plann,ng/Bu, ld1ng/Publ1c Works Dept IF NOT ONE INCH SCALE /\CCO!<OINGLY UTILITIES PLANS fR? fE)F:> f!E:] W UT-02 DETAILS & NOTES '"" !~ f' IE{()) SHEET oc 2 2