Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutLarge Format40 0 20 80 ~-.. --I I 1"=40' s 0 ...J w [I) w w Cf) µ ~ ) ' I \ ~ 6' D . I I ' I I l I TW 174.0 BW 173.0 ·,rii~-'"4.;!+ -127 LF -12" SD· TW rn'/. BW·167.0 CB-4, TYPE 1 CB RE.= 165.9 \ \ \ ",CB· 8, TYPE 1 CB RE.= 171.9 I \ CR 7608 RIM = 99.15' \ \ "167LF-12"sD~-- 4'HWFNC"O IG-~. I T-B;JR POSTS 1+21, 10.50' RT._ I 'BW174.0 \ ''..,,KEYSTONE "',{CRETAINING WALL 'ti:\, I TW ifs.a± (MEG). BW 173.0)'.,.J RELO:;:E E~IST QUARRY SPALL SPLASH PAD ---LE:.9~f1tsMrn, .. --- \ , /2~CPP CULVERT \\~11' /, '\\. \ I SEC. 30, TWP. 23N, RGE. 5E W.M. 21+0(142 LF-12" SD :··11' .... 11]5 --~----------1 r CB -2, TYPE 1 CB 1' .; RE.= 182.5 /:":::> 10' PR1VA¥E STORM \:)j EASEMENT .. ,;· I .•. '\:~;)ch,__ ! . '':c(~:~)t, . SEE "STORM EASEMENT"!". PROFILE, SHEET 5 'tJ SEE SHEET 4 FOR PROFILES CB -23, TYPE 1 CB RE.= 142.5 IE NW. £ND=153. NO SE. £ND FOUf,, w > 0 [I) <( w w Cf) ,f}_>)_ ,;1:;.,, RETAININd\vALL rn;~U~BANcE"'~i ~· ;J,tQl LIMIT 30 • • 29 . . • • • • i,; • . d . • ;? • • ' . . . . . • • • \ \ ~ -~- --~ I , I I ----\ ---------------·------- ,_ ~ ~ ~1------~1~2~'---~+-------'-'12~'-~-~& ~ ~ ~ 10' 10' 1----~"----~+--------''"'---~++-r---+-0.5' & I -6' ffNCE :J:: I 0.5' (EAST ACCESS ONLY) AND CUTTER TW------+-h!xl DW-'-~ l CEMEN.T r·;·o·N· C·k.'L. T.·E VERTICAL CURB 2!~ _2~ 2" MIN. COMPT DEPTH HMA CLASS 1/2" 1-1/2" MIN COMPT DEPTH CRUSHED SURFACING TOP 2-1/2" MIN COMPT !JEPTH CRUSHED SIJl?F'AC/NG /JASE :JRA VU BASE (CLASS "H") MAY RE HUJUlk'W PENDING SOIL CONDITIONS ACCESS ROAD SECTION NOT TO SCALE MATCH EXIST GRADE RETAINING WALL City or H,)n'!on P!anninq Di·,;isivn Know what's below. Call bef11re you dig. z 0 i'i5 > w "' w '::i: c::, g<] <] <] <] <] <] < <] <] <] <] 0.. uj :::J 0 0.: 0:: ~ ci (') w Cl ,... z "" 0 (') u.l ::: 0 " 2§ Cf) ,... w < " i:i i:i 0 w 0 s: f-w w "' ~ " u z "' :,.: "" w C) ~ i:i ~ u w ~' z ' ~ < 0 iii 0 w 5 !,: (/} w Q O'. w " I __; a. ..., 0 ..., u ..., u ..., 0 er: u: z 0 I- (.9 z I Cf) z ~ :3 a.. u:i Lu I-(..) !: (!) <l:: -.I a ~ -.I -.I C5 a.. (/) :ii a::: ->-(!) I-~ a:: z ).. 0 ~ -co Cl Cl IIJ -.I ~ Cl --.I .... z ~ 0 C\I -J: .... '""" <l:: ijj '""" (!) Cl ~ ~ 8: ~ (Ci z 0 '""" -(Y) Cl ~ z (!) 0 I-z . --llJ -Ql <O C Ql uo E .!!1 a Ql Cl. co Ol .c 0) "' -~ (') C ,.... a "' .... N ~ w LO t5 (/) ID (0 LO :::, <O Ql > .... ·o <O Ql ' co = l!) ~ N Ql N Cl. ~OJ .... Ol C: ·c:: Ql <ll C Ol C w 0 Ol _J C _J C Cl) C ~ "' 0 U) Cl. '> <C u <( -C Ql E 0. C 0 Ql > <ll 0 u C "' _J STAMP NOT VALID UNLESS SIGNED AND DATED 0::: LL 0 >-I- u JOB NUMBEF,RAD X-00 1 SHEET NUMBER 2 OF 5 '? ' TOPOGRAPHIC / BOUNDARY SURVEY Axis I GIW'HIC SCALE 30' 15' () 30' 60' l" = 30' LEGAL DESCRIPTION THAT PORTION OF THE NORTH 100 FEET OF THE NOR~HEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, L i1NG EAST 0° 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 EASE'.'.lENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106 FEET O!' 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/BASIS OF BEARINGS HELD NORTfi 01 '52'08" EAST BETWEEN EAST LINE OF THE SOUTHEAST SECTION CORNER OF SECTION 30, TOWNSHIP 23, RANGE 5 EAST. WGS SUF!VEY DATA WAREHOUSE DESIGNATION: 3795 CONCRETE MONUMENT WITH BRASS CAP (OBLITERATED). WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 MONUMENT IN CASE. (PER R2) ORIGlNA TING BENCHMARK WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 A BRASS DISC IN FLUSH WITH THE STREET SET IN CONCRETE, LOCATED NEAR THE INTERSECTION OF S 27TH PL. AND TALBOT ROAD S. VERTICAL DATUM: NAVO '88 ELEVATION: 104.61' TEMPORARY BENCHMARK: ~ TBM-A: SET REBAR & CAP ±14.7' NORTHEASTERLY OF YARD DRAIN AND ±9.0' NORTH OF HOGWIRE FENCE. ELEVATION: 174.04' ~ TBM-8: SET REBAR & CAP ±4.6' NORTH OF GRAVEL DRIVEWAY AND ±60.6' WESTERLY OF BOARD FENCE. ELEVATION: 160.18' REFERENCES R1. CHICAGO TITLE STATUTORY WARRANTY DEED REF. # 1355466-4, RECORDED 201:50621002265. R2. WINSPEAR DIVISION 1 PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 198903141032 VOL. 144/PG. 92-94. RJ. CHOW SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 20020520900001 VOL. 152/PGS. 125 -125A. R4. CHOW RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 199810209011 VOL 125/PG. 79. RS. VICTORIA PARK NO. 4 PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 197903160661 VOL 109/PG. 95-97. R6. RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 9206239007 VOL. 87 /PG. 225. R7. BILL DJNN SHORT PLAT UNDER KING COUNTY RECORJ:NG NUMBER 7908239009 VOL. 20 /PG. 09. NOTES PRIMARY CONTROL PO!NTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECKNIOUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY 08SERVED USING GPS SURVEY TECHNIQUC:S WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIC:LD LOCATION OF THE SURF ACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATIO~ SERVICES WERE NOT PROVIDED FOR Tl'IIS TOPOGRAPHY SURVEY AND THE UfJDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY ?URVEYOR. ADDITIONAL UTILITY LOCAHONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. REV# DESCRIPTION OF REVISION DAT \ \ CB 7610 RIM = 98.94' IE 12"CONC IN E.=93.21' IE 12"CP OUT N.=93.39' (OUT IS HIGHER) FOUND PUNCH IN 1-1/2" \ BRASS DISC IN CONG. DOWN 0.45' IN CASE (7 /13) SCHEDULE B PER CHICAGO TITLE COMPANY TITLE REFERENCE NUMBER: 1355466. DATED JUNE 21, 2013 AT 4:08 PM. CD @ © @ EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE OF A ROADWAY AFFECTING THE SOUTHERLY 6 FEET OF SAIO PREMISES, AND OTHER PROPERTY, DATED MARCH 22, 1947. RECORDED UNDER RECORDING #3669076. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY FOR THE PURPOSE OF AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, DATED JULY 11, 1952. RECORDED UNDER RECORDING #4244147 (NOT PLOTTABLE)(AS STAKED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE OF A ROADWAY AFFECTING THE SOUTH 20 FEET, DATED MARCH 3, 1964. RECORDED UNDER RECORDING #5705702. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED ~0 WASHINGTON NATURAL GAS FOR THE PURPOSE OF GAS PIPELINES DATED JANUARY 4, 1991. RECORDED UNDER RECORDING #9101040242. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY FOR THE PURPOSE OF AN ELECTRIC LINE AND ALL NECESSARY APPURTENANCES, DATED NOVEMBER 27, 1963. RECORDED UNDER RECORDING #5669641. (NOT PLOTTABLE)(AS STAKED) 6-9. PERTAINS TO GENERAL TAXES, SPECIAL TAXES, CHARGES AS WELL AS TERMS AND CONDITIONS. ./ ·-SYMBOL LEGEND + c::c(;::::J )8( ~ 63 0 ~ [EJ e E-- ~ ~ 8 D 0 SEcno~ CORNER QUARTER CORNER FOUND PK/MAG NAIL SET BENCHMARK FOUND MONUMENT IN CASE FOUND REBAR AND CAP AS NOTED POWER TRANSFORMER POWER VAULT POWER METER GUY ANCHOR STREET LIGHT GAS METER CABLE TV RISER TELECOMMUNICATIONS RISER POWER POLE W/ TRANSFORMER POWER POLE W/ UNDERGROUND CONDUIT ROCKERY SANITARY SEWER MANHOLE YARD ORAi~ LINE LEGEND < CULVERT ------0--- f'> WETLAND FLAG -----ss,----------so,----- ...o.... SIGN ------OP--- SYL SINGLE YELLOW LINE ----OT----OT- ----OP-OT--- FVC F /,CE OF VERTICAL CURB -----G----- 9FNC BOARD FENCE -X--X--'X· x- 1/FNC VINYL BOARD FENCE -----[]----- HWFNC HOGWIRE FENCE BY #1 ADDITIONAL TOPOG,APHY -ON TALBOT S. (STORM DRAINAGE) 11 /26/13 ERM #2 UPDATED TO 2 SI l[[T 22"X34" 7/2J/14 JM #3 #4 -+--------·------·-·---------------.J------1---! #5 #6 #I CB 7608 RIM = 99.15' IE 12"CONC IN N.=94.39' IE 12"CONC IN E.=94.23' IE 12"CONC OUT W.=94.15' 12"CONC CULVERT IE E. END=94.88' 1665.30' 12"CONC CULVERT IE N. END=96.45' IE S. END=96.81' N89'38'39"W (R2) N89'40'03"W (CALC) 2665.30' 8"CMP. CULVERT IE N. END=98.00' IE S. END=98.28' ~ \ \ -It t--1 <§> i\0'1 ~ FOUND PK NAIL & WASHER i I LAWN °' "LS DRYCO" (7 /13) SSMH 7577 RIM = 100.66' IE 6"PVC IN SE=89.05' IE 8"PVC IN N.=89.42' IE 8"PVC OUT W.=89.42' 12' EASEMENT FOR ROADWAY. THE N. LINE OF THE S. 106' "' ")· \ \ \ CB 7660 48" T-11 RIM = 97.94' IE 21"CONC IN E.=87.11' IE 12"CONC IN S.=93.59' IE 21 "CONC OUT W.=86.95' CB 7665 T-11 RIM = 88. 75'\ IE 21 "CONC IN E.=83.33~ IE 21"CONC OUT W.=83.13' DITCH LINE SANITARY SEWER LINE STORM DRAIN LINE OVERHEAD POWER LINE SD OVERHEAD TELECOMMUNICATIONS LINE OVERHEAD POWER AND TELECOlvl1UNICATIONS GAS LINE PER PSE ASBUILTS Cr-lA!N LINK FENCE LINE WOOD FENCE LINE WIRE FENCE LINE EXISTING RETAINING WALL TPN • • ~ G \ av-0,, ' <" \ . ' . •' " ,, /-:/ -------/ . ' 7 ,::) V \ \ G G G CB 7632 RIM = 98.04 IE 12"CPP IN N.=96.19' 12"CONC OUT SE.=96.14' ca 7640 72" TYPE-II RIM = 98.52' IE 12"CONC IN N.=90.67' IE 12"CONC IN S.=90.57' IE 12"CONC OUT W.=90.57' 21" STAND PiPE TOP 94.47' / BOTTOM 89.62' 8"GATE '------------\ '€, \ HATCH LEGEND CONCRETE PAVING " ASPHALT PAVING •t ~ I ~· · ·. , . · I [ . : : . : ; :.:: :j BUILDINGS [ .,. ... "' ,,I WETILANDS GRAVEL SURFACE TREE LEGEND 'l,v/ __ 12"C CEDAR ~j/'\ 12"F FIR 0 12"M' 12"M' CLUSTER 12"M' n. STUMP SURVEY FOR ...,,-...) 12"A ALDER I . '-~./ 12"COT COTTONWOOD 12"CY CHERRY 12"D DECIDUOUS 12"M MAPLE 12"0 OREGON ASH 3023059028 ., ,, ., .. +/~-, G I G~ l.,.• ,. RORY DEES RAD HOLDINGS, LLC 6252 lb?THAVE. SE. BELLEVUE, WA 98006 I ~~I]); .) Ns9•41 ----~ 1rr~ :®~®!3J7:5J(Q;,4~(Q) I I \ City of l"lenton Planning Division AUG O 1 2014 NE 1/4, SE 1/4, SEC.30, TvVP.23N., RGE.SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www.axismap.com Axis JOB NO. DATE 13-138 8/28/ 13 Survey & Mapping DRAWN llY CIIECKED BY 13005 NE 126th PL ERM MTSE KJRKLAND, WA 98034 SCALE SHEET TEL. 425.823-5700 !'AX 4zs.sn-0700 l" = 30' 1 OF 2 ' ' ,, r:x, -~- & CA? (~/13) '> 1 -- RDI# JC::SCRIPTICN OF REVISION / Na9·40·03·w \ I \,/ FNC. 2.4'N --OF LINE 8 "0A." / ~ ' ., S"CA B"OA -10"0A I C'.) G• FOUND 1/2" REBAR & CAP - ILLEGIBLE 0.4'N. & 0.1'E. (8/13) .o- YARD DRAIN RIM ~ 173.54 IE 4"FLEX OUT W.~172.69' 6'BFNC / I i \ I I + 0 ~ k_-'\t>.· '\' ..!. ' c._J ... LAWN i "· 1 'It.. I' \ ' ' \ \ DATE 4'HWFNC ON T-BAR POSTS ' . ;\~)" I ~ 1 ~ " 'Bl "\'E ;~~ (k?) ~ "'@'; "@1e «)~ 01@ \ I I I BY #1 AJJ:TIONAL TOPOGflAPHY -ON ThBOT S. (STORM DRA.INAGE) 11/26/13 ERM .. . .. ----··-------t-----+---i #2 UPDATED TO ;, SHEET 22''X.o4" 7 /23/1L JM #4 ·---.. ------ #6 #7 + . ' .::,~ \ " I ~ qj{,, '~ 'fZo 0'/J,,~\, v<\]~ @ i)Jl."', v@ FNC. 0.6'N ,;/ OF LINE·01 ! TOPOGRAPHIC / BOUNDARY SURVEY S. 31ST ST. \-- FouND 3/8" BRASS PIN IN FOUND PUNCH IN 1/2" BRASS 4"x4" CONC. MON DOWN PIN IN 4"x4" CONC. MON 0.4' IN CASE. (7 /13) DOWN 0.6' IN CASE. (7 /13) S. 31ST ST. ---, FOUND BAR{···· 1 /2" REBAR -.... NO CAP 0.2'N . & 0.1'W. (8/13) ~ ~ "~ ~.-!!JJ (g,--~3;- ~' /t?!;'i) 0~) FNC. FNC. 0.5'S 0.7'N 6::oA 12,,0 A OF LINE 0. F LINiEJJ. 6 OA12"0A' -... I :i: 6"0A "· .. :: .. , .t (/) · -., FNC. 0.7'N OF LINE ±30" ~JUMP u!PJINI :®iBJ:l.D:l.D~'il @l~3@ "' BfNC. 0.1'S ' /' OF LINE 12" CMP CULVERT E SE. END=199.25' W/ TRASH RACK w + ., ., rJ· c,_. 6"A ..... FNc. o.1·s ) ! FOUND BARE 1/2" ,•0 i-ouNo 1/2': REBAR & FOUND 1/2" REBAR & I FNC. o.2's+'2F LINE ,~· D~CK .. FNC. Q,7'S REBAR & CAP 0.3'W. CAP "LS15661-ESM" FNC. 0.3'S CAP "LS15661-ESM" FNC. 0.4'S ACA1 OF LINE ,,J' ,, + .' \ OF 11NE . (8/13) 0.9'N, & 0.2'W. (8/13) _ OF LINE 0.1'S. & 0.2'E. (8/13) OF\INE )': I 1 \ ,' =ii j ~" ;;,0) ~ 17"0 P0 d)~. " .·•· .,,~ \<QI .f/y, ~~ -~ "'?ii ' ""~ •'IQ\ ' !ff; . = m ,.·~. n o <>~ BUILDING ( 1fo10 8-"m "w'f?. ·wi&l 1 . · @ ""&" w4?<;\_" · 'W@"" iid?"" 0f~ I ~ ~ ,v, -~ <Q) 3', \'l! Ji: '<--'g;, GRAVEL PATH ';?J",. BUILDING i@);JJ "if"= v@,bn <fj) 1 ,;,,)= <QJ@ W/BRICK EDGE 0 ""''2! '({(';)) V'j) 0':c,, ,\llJ«» ~ c,~ "'.v'. '0 )7 \~iZJ> 'f;(/j) "'@ "'4ll ©li cw "'@ 0'@ '"@ 'qp, . ,i ~ ·~ ""' w@&~"' I , \~, Qdj@-~\ .{> l "-1 . iQrl?.1 \_, /),.'f@ 232 J88.62' \ CMP IN E.=184.93' OUT W.=184.76' 8"PVC IN N.=185.15' --------- FOUND 1-5/8" BRASS ;;sc~---,ffi-._ __ IN 4"x4" CONC. MON DOWN_/ 0.45' IN CASE. (7 /13) .§. 32ND PL. ---~----- Cl) ~ I p:i ~I ~- I ~/ I ' I TPN • • SURVEY FOR 3023059028 --------- RORY DEES RAD HOLDINGS, LLC 6252 167TH AVE. SE. BELLEVUE, IV A 98006 st-n c-J (() lf) N 19 30 ~. ... .,, 'V ., w + + 'V 'V ., ,. 'V w 'V + ., ... I \ 20 Axis I GRAPHIC SCALE 30' 15' 0 30' 60' 1" = 30' SECTION CORNER NOT FOUND, OBLITERATED. PLACED PER WGS #3795 f 129 \ ':,t 0 d 0 ~ L,J • co 0 "' fl ~ 0 z I \ ,, (~ q};; "{j_j) "'2 . ~& ~ 0'0: ru':1)) <121:;,1, ~@ / / / City of Benton Planning Division AUG O 1 lGH NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.5E., W.M. CITY OF RENTON, KING COUN'TY, vVASHINGTON www.axismap.com ~~,, ~clJ~, Axis JOB NO . DATE ~ 13-138 8/28/13 ~=v Survey & Mapping DRAWN BY CHECKED BY BOOS NE 126th PL ERM MTSE KIRKLAND, WA 98034 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 l" = 30' 2 OF 2 VALLEY VUE PRELIMIN A.J~Y LEGAL DESCRIPTION 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. BASIR OF BEARINGS HELD NORTH 01 '52'08" EAST BETWEEN EAST LINE OF THE SOUTHEAST SECTION CORNER OF SECTION 30, TOWNSHIP 23, RANGE 5 EAST. WGS SURVEY DATA WAREHOUSE DESIGNATION: 3795 CONCRETE MONUMENT WITH BRASS CAP (OBLITERATED). WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 MONUMENT IN CASE. (PER R2) REFERENCES R1. CHICAGO TITLE STATUTORY WARRANTY DEED REF. # 1355466-4, REC. 20130621002265. R2. WINSPEAR DIVISION 1 PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 198903141032 VOL. 144/PG. 92-94. R3. CHOW SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 20020520900001 VOL. 152/PGS. 125 -125A. R4. CHOW RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 199810209011 VOL. 125/PG. 79. RS. VICTORIA PARK NO. 4 PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 197903160661 VOL. 109/PG. 95-97. R6. RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 9206239007 VOL. 87 /PG. 225. R7. BILL DUNN SHORT PLAT UNDER KING COUNTY REC. NUMBER 7908239009 VOL. 20/PG. 09. City of Hf.~nton Planning Division AUG O 1 1014 GRAPHIC SCALE 50' 25' 0 50' 1"= 50' ' i I I 9 I TRACT D ST0RMWA1ER / ______ _L L_ _____ _J PfWJJ,.;C'l'/CONTACT INFORMATION DEVELOPER: RAD HOLDINGS, LLC 6252 167TH AVE SE BELLEVUE. WASHINGTON 98006 PHONE: (206) 715-4559 CONTACT: RORY DEES ENGINEER: LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: ( 425) 466-5203 CONTACT: JON W. NELSON, P.E. SURVEYOR: AXIS LAND SURVEYING 13005 NE 126TH PL KIRKLAND, WASHINGTON 98034-7723 PHONE: ( 425) 823-5700 CONTACT: MITCH EVANS, PLS SCHEDULE B PER CHICAGO TITLE COMPANY TITLE REFERENCE NUMBER: 1355466. CD ® @ ® DATED JUNE 21, 2013 AT 4: 08 PM. EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSEOF A ROADWAY AFFECTING THE SOUTHERLY 6 FEET OF SAID PREMISES, AND OTHER PROPERTY, DATED MARCH 22, 1947. RECORDED UNDER RECORDING #3669076. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY FOR THE PURPOSE OF AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, DATED JULY 11, 1952. RECORDED UNDER RECORDING #4244147 (NOT PLOTTABLE)(AS STAKED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE OF A ROADWAY AFFECTING THE SOUTH 20 FEET, DATED MARCH 3, 1964. RECORDED UNDER RECORDING #5705702. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO WASHINGTON NATURAL GAS FOR THE PURPOSE OF GAS PIPELINES DATED JANUARY 4, 1991. RECORDED UNDER RECORDING #9101040242. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET§OUt{D POWER & LIGHT COMPANY FOR THE PURPOSE Of,;AN ELECTRIC•LINE-·AND ·'ALL~NECESSAR;Y APPURTENANCES, DA TED NOVEMBER 27, 1963. RECORDED UNDER RECORDING #5669641. (NOT PLOTTABLE)(AS STAKED) 6-9. PERTAINS TO GENERAL TAXES, SPECIAL TAXES, CHARGES AS WELL AS TERMS AND CONDITIONS. NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHY SURVEY AND THE UNDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. OVERALL PLAT PL1\N REV# DESCRIPTION OF REVISION DATE BY #1 #2 #3 #4 #5 #6 ""~··•,, VALLEY VUE CITY OF RENTON, vVl"... Pl~ELilv1IN ARY FLAT RAD HOLDINGS, LLC 6252 167TH AVE SE BELLEVUE, WA 9S006 PLA'l' SITE DATA TOTAL AREA OF PROPOSED PLAT: TAX PARCEL NUMBER: ZONING: TOTAL NUMBER OF PROPOSED LOTS: LAND IN CRITICAL AREAS: LAND IN CRITICAL AREA BUFFERS: LAND IN PUBLICLY DEDICATED si:REETS: LAND IN PRIVATE ACCESS EASEMENT: DENSITY PROPOSED & DENSITY PERMITTED BY CODE EASEMENT NOTES 2.30 ACRES 3023059028 R-8 RESIDENTIAL 9 6,605 SQ. FT. 5,548 SQ. FT. 0 SQ. FT. 690 SQ. FT. GROSS AREA OF PROPERTY: 99,994 SQ. FT. ( -) PUBLIC STREETS -0 SQ. FT. (-) PRIVATE ACCESS EASEMENTS -690 SQ. FT (-) CRITICAL AREAS NET AREA: -6605 SQ. FT. 92,699 SQ. FT. 1.99 ACRES 1. ACCESS TRACT B AND C TOGETHER WITH THE ADJM.INIBEl©F8611IWBB.Ml0:S;\119IDEWIJMNED: 2. PARCEL NUMBER 9485750570 WILL SERVE AS WATER, SANITARY Sli~SSTORM DRAINAGE AND UTILITIES EASEMENTS PROPOSED DENSITY: 4.52 DWELLING THE SOUTH 20 FEET OF LOT 9 WILL SERVE AS A rm1~¥'Aetr~RM DRAINAGE EASEMENT AS WELL AS AN ACCESS TRACT FOR ACCES TO TR&filsfl'.Y PERMITTED BY CODE (R-8) 8 · DWELLING UNITS/ACRE TRACT A N.G.P.A. NE 1 /4, SE 1 / 4, SEC.30, TWP.23N., RGE.5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www.axismap.com JOB NO. DATE Axis 13-138 7 /23/14 Survey & Mapping DRAWN BY CHECKED BY 13005 NE 126th PL ERM MTSE KIRKLAND, WA 98034 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 VARIES 1 OF' 3 '- \ \ \ VALLEY VUE PRELIMINARY PLAT 1665.30' N89.38'39"W (R2) N89"40'03"W (CALC) 2665.30' I FOUND PUNCH IN H/2" BRASS DISC IN CONG. DOWN \ 0.45' IN CASE (7 /13) FOUND PK NAIL & WASHER "LS DRYCO" (7 /13) -· ti') 0 d 0 .... LLl It ~ rnRRO~~~ ~ \ 8 ... \ i~[N] ~®®®®~1 (0)~3)(0) )} f[p)[N] ~®®®®~"fl (0);?2@,1(0) \ ~ ~ATCH OF FENCE , IN DISREPAIR FNC. 2.5 N F:31N. 2.5'N -.L-P---[] [] OF LINE OF LINE ------[J--L-[1 180' 9 18,169 SQ.FT. 121' PROPOSED ~VAULT TRACTD STORMWATER 11,965 SQ.FT. 12· EASEMENT io L ~ THE N. LINE l O \ OF THE S. 106' z l ---1-------------.-. --. --.. PROPOSED 20' @ 20' --J..--------ACCESS & STORM - FNC. 2.4'N I OF LINE N89"40'03"W 102' .!-'.I I .':J • -IO ~ <'I 7 12' ~ 12' Naa~·11·w I 4,796 SQ.FT. 24' L ~ 12· / 12· ~ I I I .~ I 25 ~ N89"40'02*W _......., ie (J j!? ~ i----r_---so_·..;;..._,_1 ___ -f.1-'J 6 ~ .!-'.I L---L..... ~ ~ E<r~; c--a 0 ~~~~ ~ zS? 8 oSL-...... o I -i ~, IO Z r-i IO ~ FNC. ~ -4-,5-02 -SQ-,FNC. 0.3'N -~N-C.-0.3-.N--'--I OF LINE -OF _L"'-"IN'-'=-E-+---+----_----:,_~OFL-'=ljLINl-!!.bE~~...a ---------------------T -~-------DRAINAGE EASEMENT \ -12·-__ __. _____________ 1a_J_' ---;-' ..i....-------1..-T--.L....----:-.,-----:-..:.1~18:_' 'tt--:::':":':~~~~~#-~~6~'B~FN;!.,SC~~90~'---Q-----'~~~.JJ._--..J \ --\ -_ -------.. G)j------~-{})~-------_J ,N89"40'03"W FOUND REBAR & CAP 4'HV T-B1 \ 0.1'N. & 0.1'W. (8/13) FNC. 0.2'N \ OF LINE \ Q~@d \ ~~@ \ \ ~~?p \ FOUND 1 /2" REBAR & CAP - ILLEGIBLE 0.4'N. & O. l'E. (8/13) 6'BFNC I ~. ~ ¢Q \ \ \ ----\ \ \ \ LINE LEGEND \ \_ __ _ \ \ \ 30' 15' ----'[]----WOOD FENCE LINE VALLEY VUE CITY OF RENTON, WA. PRELIMINARY PLAT 0 30' 60' l" = 30' RAD HOLDINGS, LLC 6252 167TH AVE SE BELLEVUE, WA 98006 City of flfffiton Planning Division AUG o l 1.1i/, FOUND 1-5/8" BRASS DISC IN 4"x4" CONC. MON DOWN 0.5' IN CASE. (7 /13) / I TRACT NOTES 1. TRACT B AND C ACCESS TRACTS WILL SERVE THE PURPOSE OF A STORM, SEWER AND UTILITIES EASEMENT NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www.axismap.com JOB NO. DATE Axis 13-138 7 /23/14 Survey & Mapping DRAWN BY CHECKED BY 13005 NE 126th PL ERM MTSE KIRKLAND, WA 98034 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 1'' =30' 1 OF 3 • " 30' I I FNC. 0.5'N OF LINE I 15' 0 30' l" = 30' FOUND 1 /2" REBAR & CAP (SMASHED) 0.1'N. FNC. 0.6'N & O.l'W. (8/13) OF LINE 60' VALLEY C FNC. 0.1'N OF LINE VUE FNC. 0.5'S OF LINE PRE LIM IN ARY c BFNC. 0.3'N. OF LINE & 2.9'S. OF FNC. 0.7'N LINE @ POINT OF LINE 1000.00· PLAT rr~ ~8585®®'.?2u @3333@ 6'FNC. BFNC. 0.1'S OF LINE SECTION CORNER NOT 30 FOUND, OBLITERATED. PLACED PER WGS #3795 I --155-'--FOUND REBAR -NO CAP 155' --t 0.1'N. & 0.1'W. (8/13) ~ io ACA7 -... \29 ~ : 15 I 12' i N12' BFNC. ON LINE r<'-i 6 15 3 2 ~ I 7,430 SQ'.FT. _J :o ........ ~ L 7,422 SQ.FT. . Naa~r,11·w 7,654 SQ.FT. ~J ... ~ 12· I 12· ~ ~·~-z ~ ~ ,...l-i Nas·40•02·w Nas·40•02·w w.a ~-Nas·40•02·w .. u 1-l---.,-----------=--------.,,.,-·-t----------------------1. i-: ..... i--------------'----------------4 \ ~ 50.00' . WETLAND BUFFER '+' '¥ ACA6 .... w .... ,,, w .... '¥ 'V " TRAGTA ·,j, '¥ .... w w w .... w ,v ,J, 'V .... 'V ·-v w ·w w . ., '¥ 'V 'V 143• I~ 143• ~ ~i... 147, ~ : ··s-~·-··-~ -~l · .. f ~ 8 / 4 / 8 f ~; ! 8 / , .... 1&>,\. / 8 ~1 ,=:;=FNC. 0.5'N-~'133 SQ.FT. ==--·--+......,,_., _-__ -·.~ ~~-. --~=--, 7'127 SQ.FT.-------~ FNC. 0.7'N . 2r-FNC. o.g·s I ----ACA2· N.G.P.A.· 12,81 B SQ.FT. ,,,. w TYPE 2 WETLAND ___ O=F_L=IN-=E~-----------:-'---t----t-~~:--;;t..----7.50' STORM LINE--------+----+---OF LINE . -_ OF LINE_ _f 10.00' PRIVA FNC. 0.6 N CK + 0 tFNC ON ,R POSTS I I 143' --STORM ESMT ~--t+-OF LIN,,__.;=FN~C-. -BFNC-. -+,--143' 147' \~ © 10' S. 32ND PL. FOUND BARE o 1 's 999.81' FNC. . 1/2" REBAR -OF LINE NO CAP 0.2'N. FNC. 0.2'S & o.1'w. (8/13) OF LINE ~ ~~ ~@ ft~ ~ QJ;~ @ l FOUND 1-5/8" BRASS DISC IN 4"x4" CONC. MON DOWN ..Q:.45' IN CASE. (7 /13),_~tt--- FOUND BARE 1/2" REBAR & CAP 0.3'W. (8/13) ~ ~ 0~ ~@ ft~ ~ w ~@ FOUND 1 /2" REBAR & CAP "LS15661-ESM" o.9'N. & o.2·w. (8/13) 0 ~ ~ ~~ ~~ FNC. 0.3'S OF LINE ~@ ~ ft~ ft~ &fri) &fri) ©~ ©~ ~t@ <@@ ------- ~ -----,i,, '1,,_'V_,,,_:_ _:_ .... 6.5'BFNC. 128' FOUND 1 /2" REBAR & t CAP "LS15661-ESM" FNC. 0.4'S 0.1 's. & 0.2'E. (8/13) OF\LINE ~ \ ~~ ~'ol <W@"~ ~ ~~ @ \ ~ i -:.,- 0 0 0 ..... / / City of 1-=ietah::m Planning Division FOUND 1-5/8" BRASS ;SC~ IN 4"x4" CONC. MON DOWN_/ - _§. 32ND PL. AUG O 1 W,'i TRACT NOTES 1. TRACT B AND C ACCESS TRACTS WILL SERVE THE PURPOSE OF A STORM, SEWER ANO UTILITIES EASEMENT VALLEY VUE CITY OF RENTON, WA. PRELIMIN A.RY PLAT _-------------~0~.4~5' IN CASE. (7 /13) RAD HOLDINGS, LLC 6252 167TH AVE SE BELLEVUE, WA 98006 I NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www.axismap.com J Ol:3 NO. DA'l'J:i; Axis 13--138 7 /23/14 Survey & Mapping DRAWN BY CHECKED BY 13005 NE 126th PL F.RM MTSE KIRKLAND, WA 98034 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 1"=30' 1 OF 3 V _,-.,:, -~------Ji. · ... /~-- =96,19' 9.c.=~6.14' I LEGEND PROPOSED STORM DRAINAGE =--=----STORM DRAIN PIPE -------ROOF AND FOOTING DRAIN ---BOUNDARY ---LOT LINE --------RIGHT-OF-WAY ======== GUTIER, FLOW, & CURB LINE ----CENTER LINE ---------EASEMENT -------BUILDING SETBACK LINE (BSBLJ SWALE OR DITCH -X---X--X-FENCE ·-----rn-•-110-u, 10' CONTOURS ---------2' CONTOURS RETAINING WALL coir:CCC ROCKERY -0000000000-KEYSTONE WALL GUARDRAIL TW SW (MEG) FG BARRICADE CLEARING LIMITS TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION MATCH EXISTING GRADE FINISHED GRADE ----------------· SAW CUT LINE ~ CATCH BASIN, TYPE I WITH VANED GRATE • CATCH BASIN, TYPE I WITH SOLi D COVER ® CATCH BASIN, TYPE II WITH VANED GRATE @ CATCH BASIN, TYPE II WITH SOLID COVER • CLEANOUT 0 YARD DRAIN @ OVERFLOW STRUCTURE -MAILBOX _._ SIGN II ASPHALT PAVEMENT - [#'? _;, ~,~ EXISTING PAVEMENT lL:,;. D GRAVEL GJ CONCRETE ~ RIPRAP PROPOSED SANITARY SEWER AND WATER =====---SEWER MAIN --------SEWER FORCE MAIN --------SEWER SERVICE --------WATER MAIN -------WATER SERVICE ~ TEE (FL) T TEE (FLxMJJ }--{ 11 1/4" BEND (MJ) ·:,--{ 22 1/2° BEND (MJJ y-{ 45' BEND (MJ) ~ 90' BEND (MJ) l>C REDUCER ~ CONCRETE BLOCKING I [ ADAPTOR (FLxMJ) [ CAP (MJJ • SEWER MANHOLE • CLEANOUT Ill WATER METER -,-FIRE HYDRANT ~ AIRNAC RELEASE VALVE -BLOW OFF K GATE VALVE (FLxMJ) >< GATE VALVE (FL) IIK TAPPING TEE SEC. 30, TWP. 23N, RGE. 5E W.M. \ I --1~----------~---_ j__ __ _ 25 50 : 1 1"=50' SURVEY LEGEND SYMBOL LEGEND + ..... * ~ • 0 &1 0 E··--- ,)-'JJ: !ll M 0 -i -.ff· C£:(.."'Ct ® • < r .n. SYL rvc SF;~c VF~J(' Hwn~c SECTICN CORNER QUARTER CORNER FOU'.\/D ?K/~-AG NAIL SET BENCHMARK FOUND MONUMENT IN CASE FCUNrJ REflAR ANlJ CAP AS ~WTEJ POWER TRANSFORMER POWER VAULT POWER METER CUY ANCHOR STREET LIGHT GAS METER CABLE TV RISER TELECCM.'WNICA1lONS RISER POWER POLE W/ TRANSFORMER POWER POLE W/ UNOERGROUNC CONDUIT ROCKERY SA.\JITA~Y '.-;EWER 'v!ANHOLE YA~U DRAIN ClJLVERf WETLAND FLAG SIGN SINGLE YELLOW LINE FACE OF VERTICAL CURB AOARD FENCE VINYL 80ARfl FENCE H:JCWIRE FENCE WU I LINE LEGEND ---------.. --------err-··-·------ -·---,--~<·~---(_;/\S ·-·· .. ··~-~--·----/_-----------x----.. --x --·- ,.. ··· --X. ·-·---·-----X-· ·····-··--·-i{ -- ----------+ ---------·-·-·--·--· HATCH LEGEND TREE LEGEND GRA'IEL SURFACE DITCH LINE SANITARY SEWER LINE STORM DRAIN LINE OVERHEAD POWER LINE ovrn1-tEAIJ TELECOMMUNICATIONS LINE OVE~HEAD POWER ANO TELECO~_MUNICATIONS GAS LINE PER PSE ASBUILTS CHAIN Llr.K FENCE LINE WOOD FENCE LINE Wll{E FENCE LINE EXISTING ~ETAINING WALL [//#I r.·.·.·1 ASf'HAL T PAVING WETLAN)S {.\ 12'':,_ ALDEr1 \.,j 12"'::.:0T COITUi'i'!OOD :;/D !ECl!JIJOIJS 1'.-'"'M MAPLE 1~:"'0A r;HFGON 1,s:-1 I \ \~ I ---------1 ___ _ --- ------------ ---~ ----------\ ------- )1 :J VICINITY MAP NO SCALE GENERAL INFORMATION: DEVELOPER: ENGINEER: SURVEYOR: .<·S ~,'-.)C,·, LANDSCAPE ARCHITECT: TAX PARCEL No. ZONING: SITE AREA: DISTURBED AREA: L ·\.,_....,.__, RAD HOLDINGS, LLC 1040 WEST LAKE SAMMAMISH PARKWAY SE BELLEVUE, WASHINGTON 98008 PHONE: 206-715-4559 CONT ACT: RORY DEES LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: 425-466-5203 ,C::ONTACT: JON W. NELSON, P.E. AXIS LAND SURVEYING I .,,,r,kti~~~o1.'2&1Hef~k:4~in3 ' i PHONE: 425-823-5700 I 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 2.29ACRES 1.90 ACRES APPROXIMATE EARTHWORK: ' 2060 CUBIC YARDS CUT (2,370 TONS) 630 CUBIC YARDS FILL (725 TONS) FILL SOURCE: ONSITE MATERIALS DISPOSAL SOURCE: TO BE DETERMINED LEGAL DESCRIPTION ('•t> , • ,, \y_AtY Oi H1:n;tort Planning Division 0 IIC (I J 2014 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 NAVO '88 SHEET INDEX: 1 2 3 4 5 COVERSHEET GRADING AND DRAINAGE PLAN 3 SANITARY SEWER AND WATER PLAN PROFILES AND DETAILS TREE CUTTING/LAND CLEARING PLAN Knowwhat's below. Call before you dig. g<] <] <] <] <] <] <] <] <] <] <] a. u.i :::) 0 a.: Cl'. ;z:_" Ii C) 0 w z Cl V) " C) ijJ z in " :z: " w 0 s: f- 0 w :z: , 0 0 O'. ..., a. 1-- 1--<:( LU ~ LU >-:c: a:: Cl) a:: ~ ~~ 0 :J (.) ~ ci w z Cl i c,j w ..., 0 ci i 0 " ..., 0 (.) -I -I CJ) 0 :2: -Cl -I 0 :c: Cl ~ -C (j) E (j) 0) Cll C: Cll ~ 0) C ·c:: (j) (j) -'= 0) ci w "' i 0 w I ..., u ! :ii )... IU ..... ..... ~ C w 0) C (,) -' ·2: C Cll a. <C C -' (/) ~ 0 (/) -,; ~ -C: (j) E n. 0 (j) > (j) 0 ,:, C: ..'.'l "" ~ 0 "' :,: ~ 5 ..., 0 (lj Q d a::: I- 0 co ...J i:: C\I ..,... ..,... ~ ({j Cl ..... (") STAMP NOT VALID UNLESS SIGNED AND DATED z 0 1- (9 z I (/) ~ z 0 I-z w 0::: LL 0 >-I- 0 JOBNUMBERRADX-001 SHEET NUMBER 1 OF 5 .I ,I Ji ! I I '1 ~ I I ;i I I I :1 'I i ! ii :\ I, ' Ii ii I ,· ii II I! i ii ' i 11 I' fr ·\· 40 0 20 10 ~---.. •• i i 1"=40' V 80 i s g w m w w (fJ C j) f,;_'. \ I \ \ 6' V I I I ROCKERY TYP. I I I TW1740 BW 1730 ----= ·-- l N89"49'03"W \ ' ~ \ t -'CB-3,TYPE1CB RE.= 173.7 TW t6i. f'' BW•167.0 CB-4, TYPE 1 CB RE= 165.9 YAH/J !)RAIN RIM··;;-173.54' IE 4"F!E.X OUT W.=172.69' s--- - \ \ 6'0FNC ""CB -B, TYPE 1 CB RE.= 171.9 I CB 7608 RIM = 99. /5' IE l?"CONC IN N.=94.J9' IE t2"CONC IN E.=94.23' IE /2"CONC OUT ll.=94.15' !2"CONC CULVERT IE £. £ND=94.88' QUARRY SPALL SPLASH PAD IE=98.0± (Me.l,L---- -·-----~---l,.,r\.:) \,\ SEC. 30, TWP. 23N, RGE. 5E W.M. SEE SHEET 4 FOR PROFILES \ CB -23, TYPE 1 CB RE.= 142.5 w 6 m <( w w (fJ 29 • • • 11; d • " • " " • • • " • • • . • ' .,, . • \ \ \ I ~.-------- 1 1 ,I -1 12 , ~ /?' ~ ~~----LL--~-+-------'-'~~-~~ ~ /0' 10' 0. 5' / §sl ~6' FENCE i: j 0.5' J (EAST ACCESS ON/. Y) 1-CEMENT CONCRt Tt I VtR TICAL CURB I AND GUTTER ! 2%_ 2" MIN. COMP!. DEPTH HMA CLASS 1/2" TW-- BW~ 2o/~ 1-1/2" MIN. COMPT. DEPTH CHUSHED SURFACING TOP COURSE 2-1/2" MIN. COMPT. DEPTH CRUSHED SURFACING BAst· COURSE GRA Vtl BASE (CLASS "B") MAY BE RWUIRW !'ENDING SOIL COND:TIONS ACCESS ROAD SECTION NOT TO SCALE MA TCH EXIST GRADE RETAINING VIALL City ol' Hf~rlton Pla11nin~J D/1/sion ~I If; 0 1 1014 Know wh<!t's below. Cc1H before you dig. 0 g<] <] <] <] <] <] <] <] <] <] <] o_ Uj ::J 0 n: D:'. t c., z c., (f) ~ (fJ w 0 s: :z: 0 -, O'. w CJ ~ ~ f-0 w ~ a "' a_ ci w z CJ ~ iJj w -, 0 ci ~ 0 <( -, u (.) ...J ...J (/)~ (!) ~ a ...J 0 :c a ~ -C: Ql E Ql 0) ro C: ro 2 t5 Ql ·o 0:: 0) C ·;:: Ql Ql C: 0) C: w 0) C: C: C: ro 0. <C C ~ -, -C Ql E C. 0 !!; Ql 0 u C ro _J ci w "' 0 w I u .,. ~ C "' :,: uj '3 g --, STAMP NOT VALID UNLESS SIGNED AND DATED ~ C C ~ ~ ~ rJ) ci: uj :a I~ w __, u: z 0 1- (9 z I U) ~ z 0 1-z w Cl'.'. LL 0 ~ 0 JOB NUMBERRAD X-00 1 SHEET NUMBER 2 OF 5 !J .s- 2 98.04 PP IN N.=96. 19' fiNf.' ()!IT \-~-=Gf> 74' 20 : 1''=40' \ I \ 80 i SEC. 30, TWP. 23N, RGE. 5E W.M. \ SEE SHEET 4 FOR PROFILES ' j \ ol;~~'Rs.,A,,NmC,,E,,,, ,. (Ql<ll:;\YCTl LIMIT -"----· ''fj'o,. 6'FNC. =-= ,"e:, {. I L_\ ''?xi? nts· / . ~· \ \ 30 • . 29 • • • • • . :g • • d • • " • . • • • • • --~ ~ ~I~ , I I \ )r ' I City of Fh~1,ttJt1 PJanr1inr.J Division ""'' 11 1 2UH lin!lw w11.at's belcw. Call 11ef«!r:e you mg. ''""""""'" ,,. . '. :...:..:.....,_ . ' ' "L..,C'"- z 0 ci5 ~ g<] <] <] <] <] <] <] <] <] <J <] (L ui :::> 0 a.: a:: 2." ir (9 0 w z 0 (9 ~ 1 if) < "" 2. 2 ~ w b b 0 0 s: f-w "' 0 w w z Y'. :,.: 2. ~ i 0 i b i 0 u.i 0 "' 0 w ':5 ~ ~ Q'. w < I Q. -, 0 -, () -, () -, :2:: s:c -.I Q a:: ~ I-(..) ~ c,j ~ s:c -.I Cl it -.I 6 Cl)~ :::.. Q >-ct: (!) I-:2:: a:: :2:: )... 0 ~~ -en Q ILi ...J -.I ~ ~~ 0 ..... C\I :c ..... '"" IJJ -.I ,,... Cl) IJJ Q ~ ~ >-b: ~ (C 0 ,,... a:: (') ~ -:2:: 65 -~ C (0 (j) (\l 0 E a_ 0 (j) Cf) OJ .c (j) (\l -~ (") C I'--0 (\l 'Sf" N 2' l!J I!) ' -(/) (j) (0 ::, u I!) > (0 (j) 'Sf" ·a (0 (j) ' 00 (j) I!) ~ N N a_ ~ ca 'Sf" OJ C ·c (j) (j) .s OJ C l!J (.) OJ _J .s _J C Cl) C ~ (\l 0 a_ Cl) ·;;; <( "O <( -C <J) E Q. C 0 <J) > <J) 0 "O C (\l _J STAMP NOT VALID UNLESS SIGNED AND DATED ~ 0 ~ Q ~ ~I fQ u.i 2 < z w __, u: z 0 1- (9 z I (f) ~ z 0 1-z w 0::: LL 0 ~ 0 JOB NUMBER ADX R -001 SHEET NUMBER 3 OF 5 ':, ,,,,! ,.J 1/j 11 1 ,, 'I I I . I' ( f" ;·i .j ,! :1 ,:(, :_j! ii \i i!' !_i t; :1 ii ,, 1i ,_:i ,, I\; ,1 ii '!: ,. l:, '( H I '! ,, ,, ,J! Ji m r m ;; --i 0 z < g ~ C ·s u < it , " 0! ~ " • § § u li " " " w ~ C: 0 " ~ ' { ij X D < " ' ;;, ~ 0 ~ ro % ~ ~ I < ~ [ Q i 0 u C '.l ~ 1' ! g § ;: e • a ij ----- SEC. 30, TWP. 23N, RGE. 5E W.M. 19 18 18 17 17 16 16 15 15 14 m r m ~ 0 z 18 17 17 16 16 (}- 5-- 0-- 5 - 0 - PVI STA: 0+30.00 ELEV=171.92 K=5.24 =20.00 0 N 0 ~ 0 ~ 0 ~ "' 0 N 0 N " " " PROPOSED PROFILE + ~ + ~ @' (TYP.) 0 II 0 II --<i > . > EXISTING PROFJLI w······<(· ·UJ······ . ---~-·-·-----I--· .. ----·-1 I-_J I-_J @, (TYP) Cf) w (fJ w () () I > > ,_........-·ffi· ·'--·····-·ill· . ~-----~ --c..-...-.,-82°/f' ---... --- -2.00% e-- ----.. ,--~ '>"·-·----·····«-~.-,,.,·--~--· I I ' ' [-.---·-·-·-·--·---· ,--------------~ l ---------- I CB-3, TYPE 1 CB ~----"-·--• CB -8, TYPE 1 CB ······---·· ... _ ..•...•.... ._ ....•. , .. -RE=173.68 '"-•-•--•·-•·-·-••~-" m.,_, RE=171.86 -IE IN: 168.42 12" ~ IE IN: 169.23 8" IE IN: 168.42 12" IE OUT: 168.90 12" IE OUT: 168.42 12" . ' 180 -- -~ 175 -" 170 . 165 -~ 160 ' 0+00 0+50 1+00 1+50 2+00 ACCESS WEST SCALE: 1" = 40' HORIZ. 1" = 10' VERT. z 0 ~ w _J w O.[.:.=--=--=-=-=-==·j======1i ==="'-c----··-----\-----·----------(-···---P-OPOS:: PR~Fl~~--r-· --------· --·-·---·-··· ·-------·-------I +----· ---!-----·-··-···-· ------·----·----r----·····-·-·-----i"'@"PTPFt"(TYPT'·-1 -··--·--··-·-------··--·---1----·------1 CB-1, TYPE 1 CB RE=188.11 IE IN: 183.72 12" IE OUT 183.72 12" -··---··--·-···-··-···-·--·-·--·····-·-r-·---·-·-----·---· ---- II . -1'· CB~ 2, TYPE 1 CB -·t···· 1 RE-182.51 i 1 ' IE IN: 177.55 12" ! -·------------·--·-·--1 ____ .......... -·-~IE OUT· 177.5512" -··-1---·-----·--r---·--·----·· t------------f~---t-~----~· -I I I ' I I CB-3, TYPE 1 CB ~·RE=173.68 ---- IE IN 168 42 12" IE IN 168.42 12" =--'--------·--··--·· ------ IEOUT1684212"-----·--------·I CB -4 TYPE 1 CB 1-----·--·--r-r-----·-r----1 1----------,-------·-----r· ----------·1 ---------T----------r~ ---------r-· --------- [ I · I ----··-------------·-·-----·-r --------·------·-·· -----:----------------1------·------· RE=165.91 IE IN: 160.85 12" - IE OUT: 160.85 12" 25 12"@8=65.40% I PROVIDE PIPE ···---········--ANGHi@-MIDPetNT------- I IE=144.5 AT VAULT 20+00 20+50 ' ' 21+00 21+50 22+00 22+50 23+00 STORM EASEMENT SCALE: 1" = 40' HORIZ. 1" = 1 O' VERT. ! 23+50 24+00 24+50 24+75 190 185 180 175 z 170 0 I- <( 165 > 11 w _J w 160 11 155 150 145 200-- 195-- 190 - PVI STA 10+25 00 ELEV=187.32 PVI STA: 11+30.00 ELEV=188.12 K=6.19 L=40 00 PVI STA: 11 +82. 80 ELEV=191.93 K=3 75 L=30.00 I 185-------1~==t======t ,'.:····::·:·:· j(·--·--1----·------· --185 ! ·----! ------. ··--········-180 -1,1---1··--·-·•-·-. --·------1---------180 CB-1, TYPE 1 CB 175 ~ I _____ . __ CB-6,TYPE1CB ___ RE=188.11 ---··---··· -1 75 r RE=187.22 -----+--IE IN: 183.7212" -IE IN: 184.53 8" IE OUT 183 7212" IE OUT: 184.20 12" : 1 · i I 10+00 10+50 11 +00 11 +50 ACCESS EAST SCALE: 1" = 40' HORIZ. 1" = 10' VERT. 12+00 z 0 ~ w _J w ---------.... r· -------·--r. -···-··------r--·. ·-·-··-·-··--···--···-·········1····--···--········--·--1--·----·------1--·- L ! I ' I ' ; ! -----IE@VAULT= r54-------·--r-· 1 ---------·--------·-----1--------··---·--------·---·· 1 1 ... .... ---:::[ -------·-·~------·--+-'---··--1-------·•--·---.---------:f-------1 I ..._____ I ,___,__, __ ·-·--,--.--· ~ ··--------.. ··+··----.------------··-l-------------1-. ---------·----1---~~~.~~:c:c·::,,7-·--~-t ~--~~------~~~--..... -......... -..... -.~-.----~--~--- It==. ---~-:::: .. ::::.:::: •. : •. =t=====~II~"",---~-. J --. -·--EX~T~~;Ept~~~ .... -----·r ·-------+- CB-21, TYPE 2-48 RE=161.06 IE IN: 145.40 12" ----IE OUT: 145.31 12" ···-····-·--····-:RE=153.00 I IE IN: 144 9112" IE OUT: 145 00 1 I --,------~·-·--------- 1 -"'·--·---IE J;~~: ~;;:~~ ~~:: _____ , ____ ·w·--1---· d------ 1 --·--·---· 1--------------:-1------·---··-·-·-·-····-i·-· ·-·-·· --·--·--·---·-···r-··-··----··--·-----, ---f-·--·-------1 ----· ---·-'~·--------------·--·-···--· ------·--· .. ·--· ---+'----· I -------·----1 ---1------ ~--------+--~:~1~i ~;PE 1 CB ---,r-·····- '-. "' IE IN: 98.38 12" 1 IE OUT: 98.38 12" [ -·-·---··-··-----. -·--------···---··--·-·--·-. -··--··-·----.! ,--····--·--··----!---···-··- I I l-1---tj --~---1--·----·--------·····1 CB -26, ~~~ 1~~~ ·! ···-···r ----------=1 ---------== ---! _IE~~~ 11~~~;~::1-·------r--····-~ ~ r .. 170 165 160 155 150 145 140 135 z 0 I- 130 ~ w _J 125 w 120 115 110 105 100 5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+70 VAULT OUTFALL SCALE: 1" = 40' HORIZ. 1" = 10' VERT. City of Benton Plannin~J Division Mir: n 1 Z014 Kn11w Wl)at's below. Call bllfore you di9,. >-a:, g<J <J <J <J <] <] <] <J <] <] <] 0. u.i :::, 0 n.: Cl'. ~ a'. l'.) w z '.1 (fJ l'.) ~ z in <( :e w 0 s: ~ is , 0 "' -, [l_ I- <:( -J CJ) 0.. UJ >- -J a::: LL: ~ 0-a::: ~ 0.. --J UJ a::: 0.. 0 0 w w z "' ~ '-' ~ 0 ~ u iii 0 w w 5 I -, 0 -, (.) -J -J ~ CJ) ~ z -Cl -J 0 ::r: Cl ~ -C a, E a, 0) ro C ro :::; t5 a, .o' ~ 0... 0) C ·c: a, a, C 0) C UJ 0) C C C ro 0... <( C -, u (.) _J _J -C a, E CL 0 a, > a, 0 cl C ro _J ! ::ii >-II.I -a -a ~ ..,. ~ 0 "' >-" w ~ g c,j Cl c3 re.: I- 0 ca ...J ~ C'\j ,... ,... ~ <O C ,... (') STAMP NOT VALID UNLESS SIGNED AND DATED ~ 0 ~ ~I (fJ Ct: JOB NUMBERRAD X-00 1 SHEET NUMBER w :e <( z w -' LL z 0 1- (9 z I (/) ~ z 0 I-z w er: LL 0 >-I- 0 4 OF 5 i r, I ,•J, :;1' I ,, > ,, •n ii " 0 ~ ~, w ~ l I ~ s ~ 1' [ s ~ ~ p 6 __ j (Js"oA 44 s 0 _J w m w w (j) 20 0 ~ ... -... 5 I \ \ \ I \ 10 20 I I I \ \ \ RETAINED TREE 4C I I SEC. 30, TWP. 23N, RGE. 5E \fV, M. I\.) \ \ I\.) \ \ \ ·, \ 0 \ -1\.)-+--~- I • ~ \ \ \ 133 134 -~,,. "r / I \ I ,, .... 1-,... / 1-----;-,,.,--_ -----17 4 ./ /~ '·-~-) 7 0 "OA 16 7 \ \ (O ,, ,·v \ \ \ 7 0 "OA "' ,-... fr-r,;-"'"!-1---~ 0 B "OA 43 , i\ B. C ·1A\OCf< I ' ' _; 6 \ \ I I I ....., CXl \ I \ \ \ •, \ I 8 11 C 10" .,,...-,·· -~ c:i C) ..... w > 0 m <( w w (j) City ()J Fie,1to11 Pkmnjng Divi~0iun 1"" !\I IC II J. UI, ""''"'-'"-<A.c\/t,\_,.~,.._,...-v..,--...J'\...,/V----,-_Jv~ Call 2 Working Days Before You Djg 1-800-424-5555 Utilities Underground Location Center 10,MT,ND,OR,WA CAUTION: i SURVEY NOTE: ~ EXISTING SURVEY FEATURES, BOUNDARY AND TOPOGRAPHIC DATA SHOWN LOCATION OF EXISTING UTILITIES SHOWN iSAPPROXIMATEAND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBIL_ITY TO FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING VVlTH CONSTRUCTION, ~ ON THESE DRAWINGS HAS BEEN PREPARED, IN PART. BASED UPON i3 INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS ~ BELIEVED TO BE RELIABLE, LAND DEVELOPMENT ADVISORS CANNOT ENSURE g<] <] <] <] <1 <] <] <] <] <] <] §; u.i 0 a.: O'.'. (!) 0 w z ~~ --, 0 (.) ...J ...J c,f (!) ~ 0 c5 J: 0 ~ -C (]) E (]) Ol Cll C Cll ~ Ol C ·.: (]) (]) C Ol C w Ol C ·c C Cll a_ <C C () __J __J -C (]) E a. 0 ~ 0 cl C Cll __J STAMP NOT VALID UNLESS SIGNED AND DATED z 0 1- ('.) z I (f) ~ z 0 1-z w o:'. LL 0 >-1- 0 JOB NUMBERRAD X-00 1 SHEET NUMBER ~ THE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF E THAT INFORMATlON OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE ~ ~L....,._,,__..,...,..., .......... _...,""'""'""'""'""" ................................................................................................... ___ ..... ..., ................................... """'"""'""'""'.,.""" ........................... -.. .,.....,....,...., ..... ....,....,....,_ .. ...,...., ................... ....,_.., .................................................................................................................................... ...,..., .......... ..., .......... ..., ................................................................................................................................................ ,i..:';";N;"c~o;ee;o;eA~r~ED~>N'"TO~T"'H~eS~e~ce'"Aw111,'",c~s!-AS"'A"'R"'Esi..uL"'T;,,,. ""'"'"'""'"'"'~~ ................................................................... ~ i ? u 5 OF 5 ,, ::, -, Lf) (\J 0) "' " -' _J "' ::, > » "' d > / s:: 0 .p s:: 0, O' I lll "' 0, q / _J <[ ~ u G,' w ,s: :,: D u / 1/) l'.J )< q / u 8 c:i a ( \ \ I 8"/0 ! i ! •" ( I ' / C( <::: c< ,~;i 'Y,'"' y <• ~;•Uo s;""• ' ' (Ct.:.0 '{~! -~f -~--~ '"(;"'~' SEC. 30, TWP. 23N, RGE. 5E W.M. ,., MATCHLINE \ ' -, / o·-1 ~ -.rf:: 1 -'( · .-:.i ~,.!·, .• ~;{(~) ~ ;'p,"..:.---d.:) ··,,;.,... / \. ·"~ · ·) \-. ·--~ )_ ... -~:-,"'---· --~--\ '/ , ' 1/ c~fl ::~ .1F~~-\ \ \ -.,. ""' ;;~ .1/ :; Ffi.); ctr -:.,, 1~ ~'/1:1,,J~ ,,; ~-~ t ,,., . -J., '. ,r:x1"' , -:.r:"l-6 "o)?'. ·-.... ~'F, -.~:, 'c~, '()., \"'<2,J' 'c.::'.i -•• , _ 'F::. -: = :: c ~ !°\J r~'. L::::'5:" "' \1 ·\"'"<\ "' ',, ~·.· ',;::. / .,., 1'' ·-...../?_~ "()A 14 On\ (_' . \!. '•l \/ ' If\•'·\ · ' ', -" ··~ ,,,., "-' ~--·· ,. ', J ' ,~ I ,, "' 2n"C'OT · -1,· '11"' · ' \'··, .. . \ 'x !r ._!. I ,, ···, •. ,.. I ···-. -t"".::",1" 6 "OA '88'.'.0U.'fl'\, :,, t.~:j)\S'.'.C\\;1fi,· "0~· ·>::~. '• .. If I··>>. ···,.. ';;P,,.\,· \\·.· .. \··, '\,, ·,. 2 \t // I\ . -~ \ F //-\I // // I , \ .,v,; , '0 \ t) ''<\ \ :,, I ,/' 1 ; '··< ----\. ·c"c'\ _,r-., .;'.r>.\ \,· J' " , •,,, ""'· . , \' \\ -:-... "'"'-~ --: ci~ "-/J26"C(J7 \ "'?))'""'' II .7) )(+,/?! \ '·,,. 3\1 ,_.,,.Io I'/ <, ·/! {\') )·_/ I \ ', ' ·<, \1/'/';1,,1' \\ \ ,(-","\, ··-.. , .... ,,,/ I/\'---;;.111"' -;;.,,,("' Ii .,.~e,A/6 ,·;~Jo w.~)O '¥ ' ' ,.,., , -, '--•· -, ... , 8 OA--·--\ '-. ,, ,7{ ·-· ,,,, \ ,'.·,'"AA 1h., •... /J/4"11/ ·1···. -F --' {. ' ._' ;i:,., -j ', ! 1_'. \ . ;· ' •.\ \·, o"ulJ-·\l,,1·1",1,' I\ 1',,'X;,·,,:,,#' '6j;M /)",1,1 I ~·c -.,, \ ,,, \ J \ J ', i I ---u Iv, 1f 1$ i ~l:; I L i l , i ··r !v1 ~.'J '·,.-:;;. ' 0 " ·---I ' ,,v -w \~-'-F' 1 ,_.:. './, \. ! · ',,-j 8"0A ·--:7o"COT 'r· -er+-\ ·.. B"M'ti{,irl12"M / '1. • ·,,I' 12 M a· ,1 -;;.,.,.,~5 .,, .,. ··./ '-" L II \:,1 . ,' /Q"/'l'"-l'f'.," \ I ',., •r-"J, 0 I ><'1\"tli o/ o/ '¥ P. .... -' '? ·1r "C'OT : I 1· I \, B"A \ ) 1//1 r /Lr M I "' I O ., ·_i ·'%' 1' !I . -~ ·'J'7a~ '\ ' 7 .... Bn~;;:t ~ i ~/) ,r1P"',, ~:1d I I J;;~, \( ,/ / I I ·".~O;);.' I \ \\ ~ \:: \ F '/-I ; ; • 16"c '¥ '¥ '¥ 1~1 ~(\ ' "'/-\ ,: '5l> __ ,__ ~ /_,~;; jic\ ,, __ T·; \~;) 8~· '.%~ 7 _ , 1-;: , cc A /,""\/ "; '.;~1 -1 _. / N \ \ J : ,, 11 1 "' ~ cl ,/_ ./\ 1 1/ i };, "' f¥PE 2 vifETLAN6 , ---7 o}Jc-!/ '-\---C-f--'\_ 'G) ' !Vt \~rf'4 ,,,, 8 ''C-/1t#·' .. "'('il,,,-/,~ ,JV, _r'(~'~--, 0 J 1. -------~-71 D.·,.~\-C :::.-. .--,t,· ~:::')_ 'V '¥ w '¥ ,r . ,..,, ' . )R,,-,, ,----l .,,, l4\l 1' . , , \ <,,l!, ~ "' 6 M , 'O. 1 \ "' -~ · 30 ~ \29 ,1., I I , w ',.,/. Or, , .~"[)''' ~fr I V) ,.,-,.,,_~f' ('"AA I f) I 1 '• ., :.:,~.&' / I (,>f , .... (.) ACA4''·,J. "' "' "' "' .:;J, fl O') #& 10~ '{<--.,. ::,')'"l'Y!Yl')tVI ",,..,,J: \ ,,,\ "/, f\;.//\ {"'-1 :f\F,_,. . 'I t~'·\ v\ , 1,.2"q\ N1' 11 /{,,,,\,~. I l9'J:A11 r' 01\:,. I N I r·", .. r C} • 28"M -, , ,/ • 0\ \,,, "' "' "' "'f / \ . \ ( / !J ' ' ---\ ~ ' 1 lYt I I CF. ,, ! I J tvl "~) I ·--.,. . ~ \ /' I! ' I ' -lb COT I -" ·;-,I-\--~,./ 8"();:.... << 3"1/:::Jr '/ .J:s:' ',i,,,, c--1 . /,.,.,.,\ '<,) r (. 20"M :: C ~ i R"/.;/ .:;,-C '¥ '¥ '¥ '¥ '¥ '¥ ~ I. , , 4 , J · I : \ .... ., co -'\ · ·r, · /,ii,;,01',11 t.J I'll <:i · 1 ,: '°!' , " "' -. · VA ,, co I. ·,. :/:: • --', 7r"n;1 ,, ' \f I CO , "' CO / ,/ ·df <1 '!J/!J"M (J · "-p''·~• 8 M \. \I/ ~ // I \\I/ ''7,/ i"' "' "' "' "' "' "' ,-... ' /_ f \ ' B"OA / -,J ·J ' ,-. ,.,.. 6' OA I', ! '1' ' \ N ,-0) · I I /.Ji, i /r B"JA 1'·, ·111 , 'U,3"M o"'I ,-.. ./ , \ / · :,-, i -r·r 1: ...... , ... ,.-'::--,.. c· ----j l ,< ~', ', {'"''~'.', j' -, ' ,. 1 I I \ . ('"M','['. i)f9' .Jill " ,> '" '" (.J iv. F' --C\:::: C\i ...L ----3 \ I f ~'f \• \ ,.{ ";;f::_fy ) I ' 8\0/i \ I 'j, _) n, ~,._ \r II J()vlvf 6 1\;/ "&~,.ifl ,;ji'f?::,.l 8}.;f /::: ._\ '/ \' '¥ 'V" '1, 'V 'V l('j i ,. , , \ I . ;,,~~' ·';1.L. ,,"'-;;:~z~ -~:;.J _.. ., ·''-,fftt .. '\ '1·· 6"0;1,\ 7(2, M / ·, 10'1M 6"M (' J,B"M"----. i1' , , , ' ,, i \ . , , , A···c· A2 "' ~ I J., '·1 ; . ,, 8 OA ,_,.o, i . \ : ·.1 . ,,.11 ·. I ' I , I \ ' , --, ·,a,,.-; -F --.·,a· "c· ·. --lil'--..'.:!"''----....:"':l,'.__ _ ___.::!'Vc...._ _ _:"':l,'.__ _ ___.::!'...J :c:a ,,// I . ' /""!'A R"O. 5"0A' ' /I (''\ 1 \ ' • ' / 1 J \ "':, c :::: ' / rl,--·--"-r_---\',, ;\j "'/ .... .£'...._;, _J,,)A /-, ...,,,,_/6"()/\//'_,_.1'8/JbA_ (,.(,-\") ,,,<i I \, "'-.,\'-........, / ,r-~ I / ...... _,.,6,"('. ~,·--,··--,,.'.. .,,_ 'V 'V '1, 'V 'V 1 -·-J-. /0 OA a"r A j · 1 • , B""A,_,.,--·&r l\ f, • " \ ,·, ". ', , , ; I/\' / - ,_. ----· .. ,'-,-'-~.d0··----:-/'_ ',' =-=-i --·fr;.:_=:. -7LE:e-'~J~, : I :k~:j !/l1,' rr,/) ,~:-<1-,21':0!A'-,/ 6''.g~· ... ,,,:i})·, .. __ ·,,; __ .. ,: ·-f;)/'V--..... {:i. 1,/_ ,fl 30"M .... , I; 24"f?,r\,.,_'.'/-~2>' .. ,,.," .. 'c' ;t~J ,,, '¥ '¥ '"' '¥ '¥ .__,_ ( ---'ii=·=~~==== J} A "-·-.., 'I/' J) ·,.~.,. • ! 1-I >,.;,.1 •d ·, c" .. ' "' ....... ~r F -/~·\.. -F ,-,../¥>"1 :w-.... ---,---"' '1, "V =="'==l=:::!li:lF,,g-',a/;/""'aa£~..a!laaa-a..i~=!l;;;,g::ll==:Q::=::l:l::=::9::=:::9:=::::!l=:,:'it:%~g·.i=c::9::=:::9:='~=='~~r~'aJil~+i---{l~· ~· ,!Za I ___ ',;-,, .'·:: ____ :__:) -,~ -.J''•" ...... ,<_"{,,.; -/ ·o,, ·~ ..... \ l!Jo 18.,, ' .. -· 18(3 _ -----~:.999.81 n'i i--._ -' (P. I I/\ /' . \ / I DE~K I TREE PLANT SCHEDULE MATCHLINE QUANT. BOTANICAL NAME * 2 BETULA PAPYRIFERA 'RENCI' \ 1 ,/ / ·' FOR ENTIRE SITE COMMON NAME RENAISSANCE REFLECTION BIRCH SIZE 3"CAL REPLACEMENT INCHES 6 30 ~ • :::: • 15 PINUS CONTORTA SHORE PINE 6-7' 2" CAL MIN. ~ ,f----'-'---+----'------'----------+-----------------+-------1---'----'--+-----~ If I' EXISTING TREE KEY EXISTING SIGNIFICANT TREE TO REMAIN EXISTING SIGNIFICANT TREE TO BE REMOVED, VERIFY WITH CIVIL DRAWINGS EXISTING SIGNIFICANT TREE TO REMAIN, IN WETLAND BUFFER '-------------'I @ 20 40 CD TREE RETENTION/REPLACEMENT PLAN EX~.~~!:1" 0 10 * 28 PSEUDOTSUGA MENZIESII DOUGLAS FIR, UNCLIPPED 7-8' 3"CALMIN. * 13 THUJA PLICATA 'EXCELSA' EXCELSA WESTERN RED CEDAR 6-7' 2" CAL MIN. TOTAL REPLACEMENT INCHES • REPLACEMENT TREE, MUST MEET CALIPER SPECIFIED, UP SIZE IN HEIGHT IF NECESSARY TO MEET CALIPER REQUIREMENT NOTE: TREES MUST BE PLANTED 4' MEASURED HORIZONTALLY FROM ALL UTILITY LINES, VERIFY PRIOR TO PLANTING. I i , I HYDROSEED WITH BRIARGREEN LOW GROW EROSION CONTROL SLOPE MIX WOOD SCREEN FENCE, SEE DETAIL SHEET L 1.1 COORDINATE TREE PLANTING IN WETLAND BUFFER SO AS TO NOT DISTURB EXISTING NATIVE VEGETATION TO REMAIN, 84 13 133 C'.Hy of Flenton Plc1n1i1np LXvis1on ti Ir, o 1. Zil14 REVISIONS BY This lruldscape pli-m is diagrammatic, all dimensions me approximate and must be field verified 0 GHA LBnd5cape Architects 2014 GHA Landscape Architects 1417 NE Both St. SEATILE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 u _J _J (J) G z 0 _J 0 I 0 <( ~ I- <( _J Q_ w :) > >-w _J _J <( > z <( _J a_ 1-z w ~ w 0 <( _J a_ w a: I z 0 1-z w 1-w a: w w a: I- STATE OF WASHINGTON REGISTERED 0 a: l-o Ill _J <( <( 1-3;: C\J r-z cry 0 co 1-o Z r-W C") a: LANDSCAPE ARCHITECT -~~~-- CERTIFICATE No. 51 J DATE: 6-17-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L 1.0 1 of 3 SHEETS E!'--------------------------------------------------------------------------------------------------------------------------------------.._ _______ ___. "' LO (U - '" -0 (\J :, ' LO (\J 0 ' ·-'-l{) "- 0) " -q -_J a, :, > >, a, " > / C 0 +' C a, "' I ~ a, a, C1 / _J <J: ~ u "' w ::,: ::,: D u / V) l'J ), C1 / u ' C1 ~ SEC. 30, TWP. 23N, RGE. 5E W.M. N ~ICO 0 a, 0 , , en ' - ~ , , , I .. 1' 8' DECORATIVE CEDAR CAP '°"*-+-<> 2x2" P T. FRAME ON BACK SIDE OF LATTICE AGAINST POSTS AND 2X4" TOP AND BOTTOM 2x4" P.T. APPEARANCE GRADE CAP <>---<+-----,H>--tf--11--t--<> 1 x6" CE DAR FENCE BOARD 3/8"+/-SPACING 4x4" P. T. APPERANCE GRADE POSTS STEP FENCE SECTIONS TO MATCH GRADE 2-1x4" T.K. CEDAR RAILS ON FRONT :::=='==="============'====='================"'==~·2-2x4" P. T. APPREANCE GRADE RAIL ON BACKSIDE , , , POST BASE , STAIN FENCE PER OWNERS DIRECTION "--'-~CONCRETE FOOTING , J 0 ~~ocOMPACTEDSUBGRADE '· ® FENCE DETAIL 3/4"=1 '-0" 12" GREATER THAN ROOTBALL 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. 2" DIA. WOOD STAKES, STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE 2" OUTSIDE OF TREE STAKES EXISTING SOIL 1:1 SLOPE AT SIDES OF PLANT PIT CUT BURLAP BACK FROM TOP 2/3 OF ROOTBALL BACKFILL PER PLANT NOTES SOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOIL TO 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL 0f-----T-'--'R'--"-E=E=--'-P-=LA'----'-'N'--"-T-'--'l-'--'N'-=G-'----'D=-.cE=-T'-'-A....:..:..:I L=--____ __._.._N.T_._._..Sc.c.....· --- ~ SECTION CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AT INDIVIDUALLY PLANTED TREES, STAKE PLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE AN AREA 72" IN DIAMETER PER SOIL NOTES BELOW. PLANT TREE PER DETAIL #1 THIS SHEET. ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL TREE/ SHRUB BEDS TO BE 6" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH, TURF AREAS SHALL BE 2" BELOW GRADE TO ALLOW FOR TOPSOIL. TILUEXCAVATE/LOOSEN SOIL IN PLANTING AREAS TO A DEPTH OF 10". USE ROCK RAKE TO REMOVE ALL ROCKS OVER 1" IN DIAMETER. ADD 2" OF COMPOST TO SHRUB AREAS AND TILL TO A DEPTH OF 8", LIGHTLY COMPACT. ADD 2.0" OF 50/50 SAND/COMPOST SOIL MIX TO TURF AND SHRUB AREAS, TILLING INTO A DEPTH OF 8", LIGHTLY RACK AND COMPACT TO 80% TO PREVENT SETILING, 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 PER DETAIL #2 THIS SHEET, BACKFILL WITH NATIVE SOIL AS AMENDED ABOVE, MULCH IN 48" DIAMETER AREA AROUND EACH INDIVIDUAL TREE WITH 3" COMP-MULCH. WATER PLANTS IN WELL. CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF THEIR WORK. 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 PLANTINGS AND TURF WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON City of Ren!on Planning Division REVISIONS BY This lru1dscape plan is diagrammatic, all dimensions are approximate ;md must be field verified. @GHAL.am/srapeArotutects 2014 GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 u _J _J -(f) G z 0 _J 0 I 0 <( 0:::: I- <( _J (L ~ -<( I-w 0 w 0 z w LL 0 z <( -(f) ~ -<( I-w 0 0 z <( (f) w I-0 0 z a: C) I- z 0 ((l I-~ w => > z <( <( I-s >-w _J _J <( > <( ~ a.. a: w w c:r: I- STATE OF WASHINGTON REGISTERED C\J ,- ,- (") ---<.O 0 ,- (") -~~i;i::~- J..~L BUCHANAN CERTIFICATE No. 513 DATE: 6-17-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L 1.1 -z 0 I-z w a: 2 of 3 SHEETS : i , I I' ,, , I ··•·11 ' '', ·, JI! J'I , , •I I (r .:i ':i \' " !i ,' I ,j,I , " J I ,j ,1 i , ' '! ' 'I .! i :1 I Ii ,, ii 11 ;! ,, I 1 ! 11 ·, " i! ',I I ~~-~~--~~ ~ ' ' • "' l() (\J - .,_ -0 (\J C, -, l() (\J '-l,_ 0) ~ cl -_J '" ~ > >, '" 0 > / C: a -t' C: (LJ °' I l/1 '" '" "' / _J <[ ~ u °' w :,: :,: D (_j / (/) CJ ::, "' / u ' "' ~ / / / . . . -· / . ------ / / ' --• CONCEPTUAL HOUSE AND DRIVEWAY LOCATION, LOT #7 -------------------------'~ I I \ CD CONCEPTUAL LOT LANDSCAPE PLAN \ ') 1/8"=1 '-0" SEC. 30, TWP. 23N, RGE. 5E W.M. ri I I 'I 0 4 /'~ I ( I ( ' ~~I@ 8 16 Q ® @ 8 8 8 8 CONCEPTUAL LOT PLANT SCHEDULE QUANT BOTANICAL NAME AMELANCHIER AUTUMN BRILLIANCE . ARBUTUS U. COMPACTA ERICA SPRINGWOOD WHITE EUONYMUS JAPONICUS 'GREEN SPIRE' HYDRANGEA OUERCIFOLIA PEE WEE MAHONIA COMPACTA NANDINA DOMESTICA 'MOONBAY' PENNISETUM ALOPECUROIDES SEDUM 'AUTUMN JOY' ! ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' i RUBUS PENTALOBUS 'EMERALD CARPET' i FOR EACH HATCH AREA PROVIDE AMOUNT OF PLANTINGS LISTED ADJACENT TO HATCH PLANT SHRUBS AND GROUNDCOVERS A MINIMUM OF 18" FROM PAVED SURFACES COMMON NAME AUTUMN BRILLIANCE SERVICEBERRY COMPACT STRAWBERRY BUSH SPRINGWOOD WHITE HEATHER GREEN SPIRE EUONYMUS OAKLEAF HYDRANGEA PEE WEE COMPACT OREGON GRAPE MOONBAY HEAVENLY BAMBOO FOUNTAIN GRASS AUTUMN JOY SEDUM ' KINNIKINNICK MASSACHUSETIS EMERALD CARPET CREEPING RASPBERRY # DROUGHT TOLERANT SHRUB OR GROUNDCOVER, ONCE ESTABLISHED, NOTE SOME SPECIES ARE DRAUGHT TOLERANT WHEN GROWN IN SHADE AS THEY ARE ON THIS PLAN SIZE 2" CAL 2GAL 2GAL 2 GAL 2GAL 1 GAL 2 GAL 1 GAL 1 GAL 1 GAL 1 GAL SPACING 24"0.C. 24"0.C. City o! Ronton PJc1nnir10 Div/~:iion AI/G II .t 1014 REVISIONS BY This hmdscape plan is diagrammatic, all dimensions me approximate and musl be field verified. @ GHALBm1scapeArohileoia 2Q14 GHA Landscape Architects 1417 NE 80th St. SEATILE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 u _J _J U) C) z 0 _J 0 I 0 <( O::'. I- <( _J o_ z <( .....J a.. CJ z I-z <( .....J 0 a.. a: I-I-0 0 .....J (I} .....J .....J w :::::J > <( <( <( I-$ >-w _J _J <( > ::J I-a.. w 0 z 0 0 STATE OF WASHINGTON REGISTERED C\J r- r- (Y') -c.o 0 r- (Y') -~~nc~:l::~- .l~L BUCHANAN CERTIFICATE No. 513 DATE: 6-17-2014 SCALE: ON PLAN DRAWN BY: NB JOB: SHEET: L 1.2 -z 0 I-z w a: 3 of 3 SHEETS 1 ~ I f i ~, w ~ 1 % * ~ 1 ~ [ 2 ~ 0 u i ?"OA29 \ I 20 0 ~ 11111 - 6 \ \ 1 "=20' ! I 40 I RETAINED TREE \ c.o \ I'\) \ \ \ c.o \.j:::,. _J_ (4-) 10' \ City 01 i:1enton P\annin(:) iJ\vis\or1 P.\IG 11 l 'Lil'14 8"C 10" 29 -~ c:i 0 ... w 6 C!l s,: w w if) ......--(-IV1.J\_...,._,~,a_.,----A--.../V'----~~- Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center ID,MT,ND,OR,WA CAUTION LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURAfEOR ALL INCLUSfVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION AND DEPTH OF UflLITIES PRIOR TO PROCEEDING VVITH CONSTRUCTION. -SURVEY NOTE: E EXISTING SURVEY FEATURES, BOUNDARY AND TOPOGRAPHIC DATA SHOWN i3 ON THESE DRA'l'VINGS HAS BEEN PREPARED, IN PART, BASED UPON ~-INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS ~ BELIEVED TO BE RELIABLE, LAND DEVELOPMEfJT ADVISORS CANNOT ENSURE E fHE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF z 0 in ~ g<J <1 <J <J <J <J <J <J <J <J <J §5 LJ.i 0 a.: Cl'. (!) b w z ~~ ..., 0 0) C ·c:: <l) <l) C 0) C w () 0) --' C _J C C (I) Cl. <C C ~ C <l) E Q. 0 <l) > Cl) 0 "O C (I) --' STAMP NOT VALID UNLESS SIGNED AND DATED z 0 1- (9 z I (f) ~ z 0 1-z w 0:: LL 0 ~ 0 JOB NUMBERRAD X-00 1 SHEET NUMBER 5 OF 5 i THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WI-IICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT * ~~ .................... -........................ """' ............................................ --................ """' .... """' ....................................... -............................................................................... -................................................................... --.................... """ ........... _ ... "'"' .................................................................................................................................................................................................................... ~iiiiii,""""iiiiii,iiiiii,""""iiiiii,""""iiiii,iiiiiii,iiiiii, .... """""""" ................ """"~ ......................................................... =-a 0 -------· 50 0 7:J 111111 I --1'"~50' SEC. 30, TWP. 23N, RGE. 5E W.M. -----"-- \ '1 j I_--,---II 1 1 1 1 1 \ -----~. \ --1 / I _1 ___ J _ __1 __ I_-~~ -- / 1\ \=---.J I -= t--. _ _ ___ ·-___ L J ___ _ /"\ ----\ \ -/ \ ~ __ l \ -~ ---t--__/ I ) ~= \ -1 /:::-/ 1 ~~~~ --· -- \-\ 1-V ·1 I ( ~'~,-· I \ 1 • J-_. . ~- 1 ~ 1 1 I I I \ ~ / ·<~/--' 1 ~ i ll~-1 i 1 [---/ T ---~ _J_ -~ I _I --~ _J__ I I -- -·- / L_j I ·-1-----1 ~-----: ---- ,-1 I I I ~ --1 I 1 I 1----~ --f-= ~---~ ~--. --~-=-~/ -~ l = -: ---r --r -·· -~ i ~ -~ f---i----1 ,---+ --- -. '---l. I ' [_t ~--:-~---/ ' ---,--I---·· _L_ ---F -. -I I -___ _ 1 / I i r---~---1 l_ ---1---- I ~ -I I .I l -t---L I I I I --~I --- \ I I I I --___[_ L--·- 1 I ~--·-\ ·: --f---r --f----1 t ~---~---1 1---- ~---i . I f-----~ ' ~-=-i--~-··-i --L___ J L _ __J_ _ City ot n,n1ton Plan11ing Division AIJ(i r, I 101'1 z 0 in ~ --1 §ii<] <] <] <] <] <] <] <] <] <] <] a.. ~ ...J -~ lJ.J Q Q 0 0 J:: a:: 0 co J:: (!) -lJ.J 2: j! (/)~ :::-. ~ >- Q IU ...J 0 .... J:: .... Q § ~ C ID (0 Cl) CJ 0 E "'o Cl) Q. co OJ ..i:: m ~ ~~ 8 rn "<t>N 2 UJ -'f --CJ) a, (0 ~ I.{) ~ ~ ,0..,,... co ID 1 co = <!) i..... NWN a. ,:-ca "Q'" OJ C ·;: Cl) Cl) C ·a, C UJ CJ cii ...J C ...J C - C ~ rn o -(/) Q. ·;; <( i E Q. Ci 0 "O C rn __ .. _. (/) Cl d a:: I- G Ill ...J ~ C\j '""" '""" ~ (0 0 '""" t".) z 0 1- (9 z I (/) ~ z 0 I-z w O'.'. LL 0 >-I- u STAMP NOT VALID !Ri~~f-2:i]~[E[Q) ~--UN-LES-SSI-GNE-DA-NDD-AT-ED - JOB NUMBERRAD X-00 1 \ \ \ \ \ \ I I I I ' I I I SEC. 30, TWP. 23N, RGE. 5E W.M. I \ 40 0 I -1111 ~-~ --2U 40 -I_I 1"=40' 80 I I I I __________ j_[ -_J r ---~ -------------~-------------- --------- ----- ' \ i: ACA1 \ -,., =-c 30 , , 29 ' ; • , • • ~ • , ci • , " , , . , • , , ; j\. -''.0 , c1;;,~ <>,i:,;:,J>~ \ \ ) City of Renton Planning Division AUG n 1 1U14 ''Zi:'.t\, .. ·\~ g<l <] <] <] <;] <] <] <] <] <] <] [L uJ :J 0 Q a:: ~-('.) z Cl) ('.) ~ in w 0 s: ;:: 0 .., o' lU " ~ <'. " f-u lU , 0 "' n_ ti lU z "' ~ "' lU .., D i .., -C a, ' E a,' oi en, "' en, :ii' CJ) .£ ~ a, a,, c:,, -~ C w CJ) C C C C1l 0.. <C C ti D <} u ...J ...J -C a, E ~ .., a. 0 a, > a, 0 "'O C en ...J ti lU "' u lU I u OJ -C, "' ci UJ ~ w UJ f- cl Cl ~ :) 0 (/) Q c5 a:: I- 0 Ill ....J i:t: ~ ""' ""' ~ (0 c:, ,,.... (") STAMP NOT VALID UNLESS SIGNED AND DATED -C, ~ Cl w ~ " <'. IZ -lU & 1i: z 0 I- ('.) z I (/) ~ z 0 I-z w 0::: LL 0 >-I- 0 JOB NUMBERRAD X-00 1 SHEET NUMBER 1 OF