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HomeMy WebLinkAboutLarge Format1 / L - I / ' i ---TREES TO REMPJN lYP. EET TREES . WITHIN OPEN SPACE iv • t) '•,' . . SIGNIFICANT REPLACEMENT TREE . -~d::-~ . ·TYP. (SHOWN fOR REFERENCE. . SE!;; C7, C8 FOR PLAN) . .,, ; ,--\ ' ' !.3}\ / , • _, i ' ' /• • o-', ••••••••••• ,~~ S,.,>O d 12" DEEP "FIBAR'; OR SIM. APPROVED SURFACE 535 SF. FIBAR MEETS ADA KOMPAN MQ100271 (2-5 YEAR); & GXY8014 (5-12 YEAR) PLAY TOYS.my OR EQUIVALENT Cl CURB PER DETAIL SAFElY (USE) ZONE -- SOD OR SEED. LAWN. . 6' HIGH WOOD ~~~---ENCE 20' R/W DE.DICATION , ,, /~ 0 ;;/; , ,,, -___ , __ _ I ' ·,., I ',' \i,, _,,.,,,H~ , , u-n-.----~~w-"·--•• PLAY TOYS NOTES= PARK FURNITURE AND PLAY STRUCTURES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PLAY STRUCTURES SHALL COMPLY WITH ASTM STANDAADS, CPSC STANDARDS AND BE CERTIFIED. MINIMUM SAFElY ZONE STANDARDS ARE SHOWN. INSTALLATION SHALL PROVIDE NO LESS THAN 6" GREATER SAFElY ZONE THAN MINIMUM STANDARDS. EQUIPMENT SPECIFIED MEETS ADA USE & ACCESSIBIUlY STANDARDS OF NOVEMBER, 2000. PLAY IMPACT SURFACING SHALL BE LOOSE FIBER AND SUPPLIER APPROVED COMBINATIONS OF UNDRAINAGE, RIGID SURFACE AND PADS AT HIGH USE ZONES. CERTIFIED PRODUCT MANUFACTURERS INCLUDE: FIBAR, 800.342.2721; WOODCARPET, 800.346.8524 THIS PLAN SPECIFIES PARTICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH MINIMUM ACCEPTABLE DESIGN. ALTERNATE STRUCTURES AND PROTECTION SHALL. AT A MINIMUM, BE OF COMPARABLE FEATURES, AGE, AND SAFElY STANDARDS. NOTE: PARK EQUIPMENT SPECIFIED IS BASED ON CURRENT CATOLOGS. OWNER RESERVES RIGHT TO SUBSTITUTE EQUIVALENT MATERIAL LEGEND -PLANTING SCHEDULE SEE SHEET L1 FOR PLANTING CONTINUATION. LEGEND FOR THIS SHEET ONLY. 1 /1 / /_., SIZE SYMBOL NAME /V CONDITION SPACING QUANT. REMARKS ;J~mw*' I J ~/il/!l\¢S TREES: ACER PLATANOIDES 'COLUMNAABROAD'/ 1.75' CAL. 30' (lYP.) - PARKWAY MAPLE 8 & B PRU NUS SERRULATA 'KWANZAN' / 1. 75" CAL. AS SHOWN - KWANZAN CHERRY B & B PSEUDOTSUGA TAXIFOLIA / 6'/7' HT. AS SHOWN DOUGLAS FlR B&B STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE, GUY ONE GROWING SEASON REPLACEMENT TREES FOR SIGNIFICANT TREE RETENTION ABOVE, FOR REFERENCE. INCLUDED IN SITE STREET TREE & POND ; AND SIGNIFICANT TREE PLANS. SHRUBS: THUJA OCCIO. 'WOODWARD II'/ 18" -24' 4' 21 HOLD 2' FROM BORDERS WOODWARD GLOBE AABORVITAE B&B/CONT. GROUND COVER: '°~"h/00''7~ VINCA MINOR/ 4" POT 18" 250 HOLD 12' TO 15" FROM BORDERS AND 18' FROM ;c ,, /'I/~-v;/;: / ,-:/ /,, /t DWAAF PERIWINKLE OTHER SHRUBS AND TREES. '·--·--~--// 0:,...:<'...! (,' ,' : '.f SOD LAWN: LOCAL COMMERCIAL BLEND 200 SF SEED AT 61b / 1000 SF; CELLULOSE MULCH AT , ,: m•~'"'""'"~'"""""~"""""'" .. \J SEED LAWN: MIX TO MATCH SOD COVER 401b / 1000 SF; (SOD AND/OR SEED LAWN AT OWNER'S OPTION) 6' HIGH OOD FENCE , I / / ' , , / / / / /' ' ' ® qJ BOULDERS -ON-SITE SALVAGE 24" -3' RANDOM 1 -3 MIXED SIZES WITH SMOOTH, WORN SURFACE; VEHICLE VARIED SIZES; 24" MIN., 6' MAX. 40" (+) RANDOM 0 BARRIER. APPROX. MAX. SEPARATION OF 1 O'. (OWNER OPTION -NOT REQUIRED) TRANSITION FENCE TO 4' HEIGHT CHAINLINK " <( " 0 <( 0 ok:---a: "BIG TOYS" ~_,_+t1c---WOOD PICNIC __ ,. __ ... , ..--Tl ' ' ';j:?L:c.~ -. . . , , TRANSITION FENCE TO 4' HEIGHT · . ,CHAINLINK, PER K.C, (CH,>JNLJNK FOR VISUAL SECURITY) . 5' WIDE/PARK · .. ACCESS I / / . / ' , 0 f 't ,/ I-'' ' -I , ' ' REE ·TO REMAIN- NO STREET .TREE .... ~./' '('''~;,··', ' 50' INT5RSECTJON JREE SEl;BACK, ,. . ' ' ; J_ i ~· f/ i / TABLE BT-10 PEDESTAL ON 4' CONC. PAD / / ,I I,·,. ' ,, ' ' ' !' O' INTERSECTION REE SETBACK, 20' DEDICATION RATHINAM SHORT PLAT LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST CORNER LINE MATERIALS: FLAT CAP. KNUCKLED SELVAGE, TOP AND BOTIOM W/ 9GA RAIL TIES AT 24" SPACING TYPE I ROUND 2.375" POSTS & 1.66" RAILS STRAIGHT & CORNER BOULEVARDS 42" x 2" x .145" (9GA) VINYL COATED FABRIC 1" x 1 /8" TENSION BANDS 7GA TENSION WIRE WITHIN 3" OF WEB BOTIOM KNUCKLE, MIN. 3" -6" MAX. CLEAR OF GRADE CONC. FOOTING. 24" DEEP DIRECT BURY POST. FOOTING 4 TIMES POST DIAMETER. BLACK THERMAL FUSED PVC-COATED FABRIC. GALVANIZED FERROUS METAL ITEMS FINISHED TO MATCH FABRIC COLOR. Vinyl-coated Chainlink Fence Detail SCALE: NONE -----··----~~-------------·------~·------- NOTE: SEE PLANT LIST FOR PLANT SPACING .,, , .......... :, .......... , " ''' ................... -'''''' , ...... ~ .. -, " ~-~FEATHER EXCESS------~ SOIL UNDER MULCH ~--1" MULCH AT CROWN--- ~-1/2" ABOVE GRADE 1 " ABOVE GRADE --~ 2" MULCH (COMPACTED) LESS THAN 1 GAL 1 GAL. CONTAINER and LARGER ( PLANTED BEFORE MULCH ) ( PLAITTED AFTER MULCH ) Shrub, Groundcover Planting Detail SCALE: NONE 1 x4 CEDAR PICKETS ROUGH - __......~---------SAWN WITH 1/4" AIRSPACE -----.~- 1...----(2) EQUALLY TRIMMED FILLER i, :: PICKETS ABUTIING POSTS I --~ 4x6 GROUND CONTACT PRES. TRO. -------- 1' 1.--"'_.----FIR POST @ 8'-0" SPACING 24" MIN -r--~ DIRECT BURIAL WITH CONG. 0BACKFILL. 't 6" REVEAL, 1 1/2" CHAMFER, 1/2" DADO 1 1 x4 CEDAR FACE (PICKETS AND RAILS ··. \ l '° cci ' I ' X < ::, 0 I <D .. ::! :Lt" ::::::,~,"~,:· m ":J \ J -rTT'""'->=r=i==*'"7 -.-+-_:-J J-J--1 I-J .... -s-1 1-1-'--, ,-,_ NOTE: @ TREAT WOOD WITH OIL BASED PRESERVING STAIN 3" GRAVEL DRAINAGE (POST TO -.. - BE EXPOSED TO GRAVEL). :1T 1' I I~ N UPON COMPLETION OF ERECTION. 1 x6 PICKET OPTION: I @ ALL FASTENERS TO BE GALV. STEEL. fl PROVIDE 3/8"-TO 1/2" AIR SPACE. 6' HIGH WOOD FENCE DETAIL N.T.S. 4" PERF .. ADS PIPE. DAYLIGHT PIPE AT WETLAND, C.B., OR DRAINAGE SWALE. OTHERWISE PROVIDE DRYWELL MINIMUM 24"x24"x24" DEEP z :,, w MIN. 4x6 NON-CCA TREATED MINIMUM PLAY ZONE TIMB[-R CURB W/ 24"x PER MANUFACTURE 6" #3 1REBAR @ 6" FROM SPECIFICATIONS CO~'lERS !!< 30" O.C. 5' WIDE BREAK FOR MIN. 3/'}' EASED.: EDGES ADA ACCESS I ' ADA ENGINEERED WOOD CHIP -tj ~~~t&\~N1cftpt~~ffr{----IT'.i~;:;l:u~ GEOTEXTILE FABRIC BErwrn:iCmnI : r~tTiT::':1.~ DRAINROCK AND WOOD CHIPmffif JI I i\:;~Y "' rn , ,,--···--··!, it . , , .-r--.. -1 rr=1=iT=;rr::: '•rT' r-11· ·11 I' ''"'"r-·'v ·\ I (::·.~::::; l==i :::::-:j J/=; 1:·.:=:1 '1 J:::::, 11=·1 : Fl i' 7 "'r1'=f1-·1'lLI 11°:!lf7'7 I -t'·'''F'':.:T,.~-,=· ._, -, --,H J-··-::~J :~--·:::LJl:=:U, '·:r [ --SLOPE SUIGRADE T() .. PERF. ADS PIPE / % -2%~SLOPE GEOTEXTILE FABRI(! BETWEEN SUBGRADE AND DRAINiyCK ,,, SUBGRADE COfaPACTED fO 95% PROCTOR --4" LAYER 3/ 4" 1//ASHlD DRAIN RO. CK 3/ 4" MINUS WASHED ROCK :. .,, REFER TO P NTING SCHEDULE FOR MFR'S. "KID UMBERS" BID)LTERNATE TOT LOT SURFACING DETAIL AT lZ" DEPJ UNITS. [ NOT TO SCALE l ' !I <D i g, 5 iii ~ ~ fa "' z o\ 0 "' ~ -5 fa '" " "':a: u 0. §i 1:i "' ffi ~ 0. 0: " "' al CD ,: ,: w "' ~~ o-z~ .., "' N- 1"=10' 20 ,\ oiJJ ~~ STATE OF '9 \ WASHINGTON REGISTERED ___ LANDSCAPE ARCHITECT ~-~),, ~CRORE7 CERTIFICATE NO. 504 (VALID ONLY 111TH SIGNATURE) KING COUNTY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Date JAMES H. SANDERS, P.E. Approval Date DEVELOPMENT ENGINEER Comments: C ·~ ·;; • 0: ~ 0, ~ Ji r., ~ 2 0 "' ii> 0 j! z ij 8 If) ~ " • C "' ·;; • "' :r: I- :J 0 Cf) w :J z w ~ 0 z N I'-- L{) ~ N OCJ ~ ~ • ,Q E ~ z ,Q 0 ., z <( _J a.. -~ a: <( a.. ....... w 0 <( a.. Cf) z w a.. 0 ~ b5 <( z -I I ~ b a: ..... <( w Cf) _J -<.O ~ 0 a: ~ <( I CfJ ] C b 0 N N ,11 ·c 0 -:,: ;:,;;! mi :,:; " C .ll ~ 0 e • ,:; "' u X i1 N n N N 0 N OCJ CX) N I'-- 0) (0 OCJ I I ~ ~ ~ L{) L{) N N . ,-.,,-., I-L!) L!) ZNN W v -st-:SC~~ "q" co -• • ..... ,:; If) .... ~ _J a.. b: 0 I Cf) ~ <( z -I ~ a: LC) 5 00 CJ> 00 ~ ; I -CJ> :c: <.O Cf) CW) -~ -~ <( ~ ~ ....... <( UJ u E ill u ~ ~ ~ 0 L -I "" <D ~ c N " :e ~ I ' ~ z '° ~ -N ! ~ ·-" ~ X " C' • e 2 2 u 0, u 0, C E < "' ~ U) 0 ·~ .w II C) u -;;; > z "" w zW a :5 Ul u UJ (1, ;.;! o>-' N zZ "' :5 ~ N ~ z -o C) "" '° z-0 -> 0 !l'.'.z '" t!:J w ""-0 z --C) ""-C) z z-,") w~ 0 __J > " > "" E -:::, u Ul c- ""-2 0 0 ry, • v N --" I 'T ~ •D / ry C ·c " "' C "' C " / v '° ~ C\11 / m 0 ' 0 -0 0 ~ / C\I Q_ _J "' c;: ' • ROOTED & CONTAINER PLANT MATERIAL -~ INSTALLED THROUGH EROSION CONTROL MAT PERMANENT WATER LEVEL FOR SCIRPUS SPECIES. EXPOS[ STEMS Erosion Mat/Deterrent Planting Section SCALE: 1: 1 r ... ,:jp • • v , \ \ ( • I ,JcL"'--'L---~--+---------'~--------------¥!~~! I • • • / ·PAAK:1 SEE i I i ' I L-E>PEN !SPACE 1 i !) .· . ' -. '"pt..~f~f/ (L2) f ; l ! l T:REff ~P.REMAIN , , ...... , .. ,;i . ' i ) i / I / i I / ! / I ! /\ / \ :t \ /- • " /, I .. . ¢· ! • .. • 4 +- . . --· ~--,-.... r ... I&.... ...•.. . ' ' . " . i ,., -i ~ RATHINAM SHORT PLAT NtJ!J"!:)LJ'!:)1 '1:. JJU.J4"((;AL(; U) • : ,> 1 -· '' " ···" -"---LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 ~'==-----.._::'!:: OF SECJlbN 33, TOWNSHIP 23 NORTH, NGE 5 ~AST ,t ! I V / "' <( "' 0 <( 0 a: I I : / 'J i l / I / TEMPORARY EASEMENT ( 42' RADIUS) / / / s::>'c> . ·· .. ! /.,'0 ! -., /..,. I I I / / / E_)==G 4 1"=20' 0 10 20 N'---"----1 40 J TYP \ '7 J\ / \ " \ \ ~> r .... 44 / / STREET TREE PLANTING NOTES: 1. STREET TREES WITHOUT PERMANENT IRRIGATION SHALL BE INSTALLED DURING DORMANT SEASON (NOV. 1 TO MARCH 1) AND SHALL REQUIRE SUPPLEMENTAL WATER DURING SUMMER MONTHS (JUNE 15 TO SEPT. 15) FOR THE FIRST SUMMER GROWING SEASON; TO INCLUDE 7 GALLONS WATER PER WEEK PER TREE. WATER IS INCIDENTAL TO THE MAINTENANCE CONTRACT. 2. TREES TO BE LOCATED NO CLOSER THAN 1 O' FROM DRIVEWAYS, 15' FROM STREET LIGHTS, 5' FROM FIRE HYDRANTS AND UTILITY VALVES-METERS; AND, 1 O' FROM STORM FACILITY INLETS-OUTLETS. REFER TO K.C. DWG. 5-009 FOR ADDITIONAL STANDARDS. 3. PER REVISED K.C.RD.STD'S. 5.11, STREET TREES PLACED WITHIN 4-FEET OF OF BACK OF CURB AND/OR EDGE OF SIDEWALK SHALL INCLUDE ROOT BARRIERS, PER K.C.P.W. DWG. NO. 5-009. WHERE FEASIBLE, AND AS NOTED ON THE PLANS, STREET TREES ARE TO BE LOCATED NO CLOSER THAN 5-FEET ON-CENTER FROM THE ABOVE NOTED PAVING ELEMENTS. STREET TREE SPACING IS 40'. GIVEN PROJECTED DRIVEWAY CURB CUTS AND LIMITATIONS OF UTILITIES SEPARATIONS, TREES ARE SPACED AS FEASIBLE WITH QUANTITY EQUIVALENT TO 40' SPACING. 4. PLANT UST AND .QUANTITIES ARE SPECIFIC TO THIS SHEET. i / I i l I j ' ""i • o' o R ~:s ::---,~ o· ~~ ~· \ i'.s. 0) ~ \i O \ () i C'\l (\I ,~:~~;_' _______________ ~S~IG~N~IF~IC~AN~T~TR~E~[~S-~----1~~ SIGNIFICANT REPLACEMENT~TREE TYP. (SHOWN FOR REFEREKl'CE. SEE C7, CB FOR PLAN) TO REMAIN, TYP. ~ • ~~ Cl• / " / C\I CX) . --. o-(/) 0 (/) KING" COUNTY LANDSCAPE PLAN APPROVED -+ r STORM FACILITY PLANTING REQUIREMENTS: THE POND BOTTOM AND SIDE SLOPES SHALL BE\ SEEDED; AND IRRIGATED ONLY TEMPORARILY BETWEEN AN INSTALLATION TIME OF MID-MAY THROUGH Fl~ST WEEK OF SEPTEMBER. 1) STORM WATER TRACT "LOW-GROW" SEED MIX.! (120 POUNDS/ACRE) PORTIONS ABOVE PERMANENT WATER STORAGll. PERCENTAGES BY WEIGHT. SEED NAME I PERCENTAGE OF MIX DWARF TALL FESCUE 37% DWARF PERENNIAL RYE "BARCLAY" 30% RED FESCUE 25% COLONIAL BENTGRASS (DRY SLOPES) I 5% REDTOP BENTGRASS (WET AREAS) 3% ABOVE SPECIES WILL NOT TOLERATE MORE T rN A COUPLE WEEKS OF INUNDATION. 2) POND EMERGENT WETLAND VEGETATION. INUtlDATION 1 TO 3 FEET. BARE-ROOT SEEDLINGS; 1 B" /24" SPACING PROVIDE EROSION/GOOSE DETERRENT MAT FO~ FOLLOWING PLANTINGS. PLANTING IN APRIL OR MAY SHOULD IMPROVE SURVIVAL. IRRIGATE PER HYDROSEED, REQUIREMENTS. SEED FORMS TO BE BROADCAST PRIOR TO MATTING AND HYDROSEEDING. A SOURCE: FOURTH CORNER NURSERY, B00.416.8640/FAX: 360.592.4323 I SYMBOL SPECIES C?MMON NAME SPACING QUANT MAX DEPTH I I • .~ CAREX OBNUPTA S1i°UGH SEDGE 24" 100 LOWER ELEVATION BECKMANIA SYllGACHNE W~ERN SLOUGHGRASS 18" 100 1058 SF SCIRPUS ACUTUS HifDSTEM BULRUSH 18" 112 EXPOSE STEMS 2900 SF JUNCUS ENSIFOLIUS D),GGERLEAF RUSH 5 GRAM' SEED THROUGHOU T NG ' EMERG. Pl.ANTI ~! S~LL-FRU~ED BULRUSH I SCIRPUS MICROCARPUS 18" 100 _nEXPOSE SCIRPUS (/~ CAREX AMPUFOLIA BIGLEAF SEDGE 24" 50 STEMS ABOVE JUNCUS TENUIS St NDER RUSH 1a· 75 WATER LEVEL. INUNDATIONrGREATER THAN 3 FEET. BARE-ROOT SEEDLINGS. 24" DENS~. NtROWLEAF BURREED 24" 160 SPRING PLANTING I TO 3' DEPTH REfD MANNAGRASS 24" 75 HIGHER ELEVATION W~/TE WATERLILY 24" 75 TO 3' DEPTH 3) EMERGENT WETLAND VEGETATION. , .. 1.242. ... Sf. t ... + .... + ......... +; SPARGANIUM EMERSUM t + + + + +I ( ) V. •.•.•.•.I S. ANGUSTIFOUUM i ;, + + + + j t...>~'.,'. .•. : .... :.i GLYCERIA GRANDIS NYMPHAEA ODORATA FJ HYDRANT OR SIDEWALK NEXT TO VERTICAL CURB UTldTY POLE ~~( ~...____, ~~ -j. +~ MIN. I\ ( \ ( r +..JJ. " + \ ~ N_ I 'I + ====='=<-cz.::.=~:·. ~cct~-c~=t=+==.:"::.~==;;c I I l ~ ~--LUMINAIRE 10' MIN. --------+' r~--~ . PLANTING ~-;~~~--15' MIN. 50' M1N • 50' MIN. I ) / I ~ !· i ~...____, ~ KING COU.NTY ---. ..... . . I o 10 • MIN -----. " \ • , j / 14: tj~ /(ff,\L, l. .~6 lb~~ COM)rr\w> ~ 4' PROXIMITY -~'---___,, TO CURB/SIDEWALK [ INSTALL 8'-10' ! / 8'-10' ROOT BARRIER ROOT BARRIER I TYPICAL (SEE NOTE 5.) TYPICAL NOTE 1. NOTES: 1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK. VERTICAL CURB LINE AT INTERSECTION 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED '° ~ U> ;;,. "-5 ~~ ~ Iii "' u, z~ 0 "' ~ . "' 0 f;l :g "' ii: ~~ " ~~ "' "' a, a, :,: :,: U> "' ~~ o-~s ,.._ \ / f ! PLANTING STRIPS WILL BE APPROVED ONLY ~S PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTEIANCE, COMPATIBILITY WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY WITH METRO SERVICE PLANNING. PHONE 684-1622. . i •• ' ( ·> .. \. ' · .. · Xi!EE TO REMAN- , .~ STREET TREE ;-;,/\ ·"· ' 1' / '\ / '\ r~/ ''\ I ~J "' l() . ","\_ >;~ • ,; "':..-::,;,,-;;~ \'::::'-••:::;•-.o,:C0"'"--2'._J'..-4+-=-,~:H,-,-~-cl\c-,---~-,-:-f-:--~. ,';j., ,-j\:--,---ci;.,--:~tJF':'±}~~ .. ''*""""·-· . . W· .. , ' >o ( .,. . ,)<'.' (PLAT) , ·-----~~----------- CONSIDERED. I 2. IF PLANTING STRIPS ARE APPROVED: 1 I A. MIN. DISTANCE FROM CENTER OF A! 1REE TO NEAREST EDGE OF VERTICAL CURB SHALL BE 4 {EET. B. TREES SHALL BE STAKED IN A MANI ER NOT TO OBSTRUCT SIDEWALK TRAFFIC. l C. IN CASE OF BLOCK-OUTS, MIN. CLrR :.SIDEWALK WIDTH SHALL BE 5 FEET IN RESIDENTIAL R ~ FEET IN BUSINESS DISTRICTS. "I ! STREET TREE ST AND ARPS. ' 4. SEE SEC. 5.03. 5. TREES LOCATED WITHIN 4' OF STREET CURBS AND SIDEWALKS SHALL HAVE ROOT BARRIERS PLACED ADJACENT TO AND ABUTIING STREET CURBS AND SIDEWALKS. BARRIERS OF 8' · 1 O' LENGTH ARE TO BE CENTERED ON EACH TREE. THE BARRIER SHALL EXTEND FROM 1" BELOW TOP OF CURB FOR 18" MINIMUM, VERTICAL DEPTH. KING COUNTY PUBLIC W01KSi DWG . NO. 5-009 PRUNE DAMAGED TWIGS AFTER PLANTING------------+---< ---/-·--+--':::" "·"'e' PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED---~• MAR 1 3 2005 SIGNIFICANT REPLACEMENT TREE TYP. (SHOWN FOR REFERENCE. SEE C7, CB FOR PLAN) LEGEND -PLANTING SCHEDULE / SE 192ND ST. ···-·-·-·····'"'"""--····""''"~················-·····-·····--··· ----··-·-· / MATERIAL AND QUANTITIES FOR THIS SHEET (SITE), LESS SIGNIFICANT TREE RETENTION PLAN & PARK GROUNDCOVER. NAME SIZE CONDITION SPACING QUANT. REMARKS S89"40'54 "W )1321.64 '(MEAS.) S89"40'54 "W 1322.JO'(PLAT) ------··-·------- MAXIMUM WATER SURFACE GRASS SEED MIX PER LIST / / / T NOTES: o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS o FERTILIZER IS NOT RECOMMENDED. (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLUMB OF MATERIAL. WITH ELASTIC CHAIN-LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION --,-, REMOVE AT COMPLETION OF PLANTING \ \oV STATE OF .\M, WASHINGTON '')\ REGISTERED LANDSCAPE ARCHITECT w Q.. z <( 0 () -CJ) ~ Q z C w ·~ <( I [I: ...J () w ~ a: ~ ...J w-w () a: <( ~ LL ~ tu [I: w ~ .! ~ 0. CJ) ~ 'O ] C (J co it 2 D 0 ii> 6 j! z ] ij ~ C 8 0 .~ II (/) ' 0 -:,: ~I ~ I " " " C .l1 C .2' 3 u m e " .c C 0 0 I f-::, 0 (J) w X ::, z w:: WN ~l")NN 0 N 00 0 00 N r--z 0, <O (X) N <C I I r--;: ;;::; ;;::; "" NN ~U)L{) ~ N ZNN (X) w -st--st- TREES: 12" 2-: A ~--:> ~· ---L ~RORY CERTIF1CA TE NO. 504 (VALID ONLY 'MTH SIGNATURE) ~ :,<:: .._, .._, 0 ACER PLATANOIDES 'COLUMNARBROAD' / PARKWAY MAPLE PRU NUS SERRULATA 'KWANZAN' / KWANZAN CHERRY PSEUDOTSUGA TAXIFOUA / DOUGLAS FIR (SHOWN FOR REFERENCE) THUJA OCCID. 'WOODWARDII' / WOODWARD GLOBE ARBORVITAE 1.75" CAL. B & B 1.75" CAL. B & 8 30' (TYP.) 4 AS SHOWN 13 16" -24" 4' 25 B&B/CONT. STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD HOLD 3' FROM BORDERS REFER TO SIGNIFICANT TREE RETENTION PLAN, C7 & CS OF 8 .. STATIC WATER SURFACE __ 1' MAX. DEPTH (SOFT RUfil!L __ 2' MAX. DEPTH (SPIKE RU~ __ 3' DEPTH (HARDSTEM BULRUSH) BOTIOM (DEEP WATER PLANTS) DEAD WATER STORAGE ELEV. ** POND BOTIOM 12"-18" PLANTING ZONE ---- 24"-30" PLANTING ZONE FOR NEW EMERGENT SPECIES TYPICAL MAXIMUM GROWING DEPTHS NOTE: ** SEE CIVIL DRAWINGS FOR ELEVATIONS. TYPICAL DRAINAGE POND PLANTING SECTION NOT TO SCALE REMOVE ALL WRAP TIES AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUNO UNDER BALL - h' PENETRATION TO 24" DEPTH Deciduous Street Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE ' ) .. •! 1t ·> t KING COUNTY D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: ~--:-. __ ~" ::,rri ... · '( ~. ·. :t Completion Dote ~~ ~8 Completion Dote C 0 'q' .Q E ,... ;; ~ co z w .,, .... (/) .Q ,... 0 Approval Date -, ~ ...J a.. li: 0 :c: CJ) ~ <( z -:c: ~ a: ,; E V 0 2 D 0 = ~ I v /D N w 0 I ~ ~ v "' ~ z ~ N ~ I I -w L X i"· " 0 " L e u u " E 0. -~ C D 0 0 ,0 .1:3 II "' (..) z ii: V 0 zw V ~ (/) 1/) a. __J n ~ N Oz ~, zw ::i "' z w •O 0 "' "' 0 z-N -> "-"' z 0 ~w ..... z . -"' ,0 "' z 0 z-w c;:; V E __J ii: E. 2: ::;, (..) (/) V ·~ 0 0 "' • '"' _, I "' w ,- ~ / o, C ·c V V C "' C V / "' w ~ C\I / ~ 0 0 0 ~ 0 / 0. :i V [i' ~ ,j 1"•30' 0 15 30 60 ~, ,,I 525 520 515 510 505 500 495 ... • • • • , LOW POINT ELEV• "' 503:91 .... • • LOW POINT STA • = 10+65 • PVi STA ;.• 11 +20 : . . PV1 STA .... 10+60 . ··· · ··.··• ·.· l'VI E'.i.fV , .. 504:ar · PV1 ELEV•= 503.61 · · · · · 11.0: =• '-0 95 · · · .. . . . . . . . . A.D. .; 5.00 . . . K = S2.44 •••. K .. '1 o.oo · • • • • 50 •00 • vc • • • . · ·50· o· o1 •· v·c· . . .. -· -IJ"). · CD, · , · ... t'). -'1·. ' 'I(). -~ .. ..... ·o. . +·:Carl:. . . ~· ·~· ... . . . ·o· .. ... ·~·· •.· . i::i·· .... . i1; .. ' ·1 ; . ' ...... '111 ....... . -~· .-:(» ·11· ·+· ::;::+ v .. . ;;! :il)!= :il . ·············•·•·· ·,;,:ui ··w············ .... ~ ~:~ ~ ..... • · CB 3, TYPE 1 . ROLLED VANED • GRA'tE • · • · STA: 10+65.00 · 12:50• RT· ; ... , .................................. , ................... . . . . . i . RIM=5Cl3.72 i . ........ "' . . ··········~·· § . • • • j • IE=500.51 (~. W) ' 23 l.f 12• SD C 0.91" ' •. .. ·~· .. ' . .. .. I .. ; ' .. ,L,J . ' : ' ... Cl . . -~- ti') ::> . ... : . :~<-:': ... ; . ·a:i:C:N·. . + . II?· 515 •·NC<D··· · · ···":"~:il .•..• 510 . ~ ·~· ... ...... • • Ci3 2 TYPE •1 . 500 · • • • : W/' ROLLED VANED 1 GRATE • · · STA: 12+32.53, 12.50' ·ITT· • RIM,s505.79 : • • . : . : • . . . 1E=502.57 (W,S) · j • • • • • ~ . • ..... : ...................... 23 Lf .. 12 .. SD ..•. 495 . · · C 0.96" · ··••cst,TYPEL. · · · W ROLLED VANED GRATE · RA THINAM SHORT PLAT GRADING AND STORM DRAINAGE PLAN LOT B F'ARENT PAf?CEL AREA: 98,()08± S(), FT. I? 2c.._; .. A' f"·f>CS\ \ ~--,._.; . .,_ _._,, ,,... __ / NOTE:: LOCATED IN TI-IE S.W. 1/4 OF TI-IE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTI-1, RANGE 5 EAST \ \ ) I " I r I J / /5 FLOWLINE (TYP.) i ! 6' PVC TIGHTUNE @ 1.0" MIN. SLOPE F0R CONNECTION TO OOF AND FOOTING \ DRAINS (TYP.) \ 3 \ I ! ROLLED CURB ,{ND GUTTER PER DET1L THIS SHEET / 6' PVC TIGHTLINE C 1.0ll; MIN. SLOPE FOR CONNECTION TO ROOF/ AND FOOTING ,is 1 DRAINS (TYP!.J" '0;"".) ,1,1.;;<>· -~' f nT 7 _,. ' 'TYPE Ill BARRICADE P:fl DETAIL THIS SHEET ; NB9'51 '0J"E: 330.34 '(PLAT) · 9"50'5 I "E: JJO.J4' ~~'O) .... ·-· -~· 9 6 \ \ \ \ / I LOT 7 ~,cflj T-44 ; ,....1,}"'o / I f' /' . f • I ,1~~ 'V / I / / .. OT 9 T-4! ' {1 I· \ T-40 39 LF 12' SD C 0.54" REMOVE EX. CB EX. BOLLARDS ·4 , ," -ce ·s- I\ \r APPROXIMATE LOCATION OF EX. TYPE I CB CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION IE=±497.00 .•.CB4,TYPE1· .. . ... , .. LEX. GROUND. fL . . . '. • W ROLLED VANED GRATE • .. C ROADWAY·" . · · · · i · STA: ·10+65.00, 10;50' LT · ' EX'_:_HY_-_D_RAtll-1'~.0•·\_ =~~ -;:;~ ~---12' SD · • • STA; 12+32.53, 10,50lT • . . • • • • • RIM'=i'i05.7!1 • • . . ..... ~HED GROUND · · · · IE=502.79 (E) · -------~ RIM=50J.72 I --i ~ ~1~ ,~scnn (0 ;:I: / EL C ROADWAY it r-----! ---/ ~ ~ 1.(~1~ rl~JI~ ,.r:I "'1" ui U'.~ii.ri ;uiw QI <::.> 0 Oto "·JiO 01 1.0 Ii) in LO r0:i.n 10 I [ ____ _J 1()1 00 1l+OO ROAD 'A' PROFILE 1 "=30'H 1 "=5'V Ct ,LL BEFORE YOU DIG: 1-S 00-424-5555 UT1 JlY CONRJCT NO]];; C/l \JllON: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ~LL EXISTING UTILITIES WHITHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTll lTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THI: SHALL INCLUDE CALLING UTIUJY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VER FY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLA iS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN co~ SULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONlRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASf INGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPIJCATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICiE BY TELEPHONE AT (205) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P .0. BOX 4 7060 OLYMP,\, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND ;\ AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE 1 ,~ APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL.ALSO BE THE \ RESPONSIBIUJY OF THE CONTRACTOR. 12+oo SE 192ND ST. CONSTRUCTION ALIGNMENT f~i:s~~ E 5330.4281 CATCH BASIN TABLE= !1, TYPE I W ROLLED VANED GRATE A: 12+32.53, 10.50' LT RIM=505.79 IE=502.79 (E) CB#2, TYPE I STA: 12+32.53, 12.50' RT RIM=505.79 IE=502.57 (W,S) CB#3, TYPE I STA: 10+65.00, 12.50' RT RIM=503.72 IE=500.51 (N,W) C~4, TYPE I W ROLLED VANED G!3(\TE SA: 10+65.00, 10.50 LT RIM=503.72 IE=500.72 (E) CB#5, TYPE I STA. 11+17.08, 21.00' LT RIM=505.87 IE=502.87 (E,W) CB#S, TYPE I STA: 13+11.35, 21.00' LT RIM=501.89 IE=498.18 (N,E,W) CB#7, TYPE I STA. 13+21.09, 21.00' LT RIM=501.71 IE=497.99 (N,E,W) CB#B, TYPE I CONNECT TO EX. SD PIPE STA. 13+52.95, 22.67' LT RIM=500.89 IE=497.77 MH#1, TYPE II -54" W / JAILHOUSE STA: 13+21.02, 62.81' LT RIM=502.00 IE=498.20 CB#9, TYPE II -48' W/ BIRDCAGE STA: 13+21.02, 62.81' LT RIM=501.30 IE=499.30 515 510 505 PAINT , FOR EX., GE OF EDGE STRIPE 11 ' WEST OF CONSTRUCTION CENTERLINE ROAD "A': STA. o+oo SE 192ND ST.: STA. 11 +66.96 ~'If'' S!TC: BC:NC!IMARK PAVEMEfll INFORMATION. ·"<.'::)''" SET F'(.F: SPIKE !N UY. EL-·~ 505. 11 U.S. FEET . .. . ' . . . 1· EX. $ROUND. EL.. ...... .. .. .. . . -.:...... . . . . . . . . 0 l OF SE ·192ND · . . . . . . . """---;;;.-:::_~--XEX. GROUND C . . . . ~~~-::::..~--~ . . ; . · · . · . EDG:E OF .PAVEMENT · · · · · · · --~~-:::_-...___ . . . . . PROPOSED GUnER ' 1' -==----· ]PROFILE ~9 I,.. -..;;;:;-..--:-,--.--.. ..,. 12" -..;;;;;;;;-~ --so .... . --:.;;--=--,..__-...:. . . . . . . . ...... :. . .... J.sg;t' . . ..... : . . ·· ... ~~~ -~-..... ... . . ....... : ·:--::~~~~~~~~~~~~~ ·-t~;~~.~-::: 515 : .. '.' 510 .. 1 ] 505 500•··· ...... 12 so O 2,42% •. 495 •.. · • SE l192ND :srr. PROFll..:E • • . 10+00 11+00 CB 5, TY'PE i . , • STA.: 11 + 11:os; 21 .oo·• Lt • · · · RIM=505;87 · : ii::;;,!ioi:ii7 ((w); .. ' . CB e· TVDE~. 1~~~~uh•Jj 32 'LF 12' so • fx.: ;';;,';. SD C · · · , · · · · · · • ".r · · · · · C 0.68% · -,, ~ ,. ,-.~ ·, . · · · · STA.• 13+11;35; ·21.QO · LT ... ' .. • • • • RIM,.501.89 . '. i IE=49B;1ll(N,E,W) · ·. '5 ·.Lf ·. 1.2·. ·.so.· · ... ·. 3 .• 20·"· ·. ·. · · · · .. · • · e ,. .•. CB7,1YPiE.1 .... .. :495 . .... ' • •••••$TA: 13+2f.Q9, :21;00 ~T CB 6, 'iYPE f. · .... RIM=501.71 STA.• 13+52 •. 95, 22.57' LT · · f EX. GROUND O · · · · PROPOSED GROUND .. : . • • • IE,;,497,99(N,E,W) ~~NJiciii.a10 EX. 12' SD --'-----·· n ¢. SE 192ND ·-•• •_:-·"I f-. _er_: _FL_ow_L_IN_t::_• _· _· -'---..• _Jil_._LF_._i_,_2·_• S_D_· _o_o_.54_· ·-"-r•-·===:::::: ____ --~-:I.E.:'_497.77 . ' ~ C: :J~ ~o;_; S ~o)I~ ~[2( \..Jtn ,2;/V ,., .,,, , ... ;..-u.~· 0 M'O O O ·~'•O , I() L. '[LO •D I() • .. O U') iD[IJ') I i ----------·~-----_____ ,,,_,, ___ ,,___ i -. -·------- 12+00 13+00 KING COUNlY D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: I RECEIVED MAY 2 O 2005 KING COUNlY LAND USE SERVICES Completion Completion Dote Dote Approval Dote . ~ a. ~ ] u ~ .!I 8 0 z _j i= EXPIRES 6-10-05 ] 0 ,., II '"···· j 1 ,,. Ei· ),1 . •. • ~l /) ' 1. 2. 3. NLE 19A A. B. C. D. colll'lJHlCE WITH All PLATTING PROVISIONS OF TITLE 19A. OF THi l(lN(I COUNlY CODE ALL pER$OIIIII HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPEft'IY ·SHAli SKlN ON THE FACE OF THE FINAL SHORT SlJ8DM$ON. ALL UTII.ITIO WITHIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDIP Wf1Hl.f,I A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL Pl!IQII TO FINAL SHORT PLAT RECORDING MOOIFICATIOMI TO THE APPROVED PRELIMINARY SITE PLAN (ATTACHMOO 1) ARE NEEDED TO ALLOW FOR THE EXTENSION OF JUDT TO l,OTS J AND 5. A REVISED SITE PLAN SHALL BE SUBMITTED . TO DOES FOR REVIEW AND APPROVAL IF ADOJTQW. M()QlflCATIONS ARE REQUIRED TO ACCOMMODATE ENGINfiRIMCI CQNOITIONS, THEN THOSE MUST BE INCLUDED IN THE Rf.V1$1111 PLAN. THE REVISED SITE PLANS SHALL BE SUIIMITTEI). WITH THE ENGINEERING PLANS OR THE FINAL SHORT PLAT SUlllillUAI-. SURFACE WIITER ~ (KCC 9) 1998 KING COUNlY SURFACE WATER DESIGN MANUAL (SWDM) THE PROPOSED SIIORT PLAT QUALIFIES FOR FULL DRAINAGE REVIEW />S OUTLINED 1H CHAPTER ONE OF THE SURFACE WATER DESIGN MANUAL FINAL .HORT PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITlfrTHE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04.' A PROFESSIONAL CIVIL ENGINEER LICENSED IN THE STATE OF ~N SHALL PREPARE DRAINAGE PLANS AND A TECHNICAL INl'OftlMfflON REPORT />S OUTLINED IN CHAPTER 2 OF THE DRAINAGE M#IL'+I-THE DRAINAGE PLAN SUBMITTAL SHALL DEMONSTRATE COIIIPUNICE WITH All APPLICABLE CORE AND SPECIAL REQUIREMENTS, COMPLIANCE MAY RUULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS /IS SH4l'#N ON THE PRELIMINARY APPROVED SHORT PLAT. PRELIMINARY ~ 1Wi IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL, lft!ICH REPRESENT PORTIONS Of THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFAC£ WATER DESIGN MANUAL (SWDM) MUST ALSO eE SATISFIED DUIIING OIGINEERING AND FINAL REVIEW. 4• A. B. DRAINAGE Pl.A/!16 AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL PRIOR TQ SHORT Pl.AT RECOROING, THE APPLICANT SHALL SUBMIT DRAINAGE Alf!) ENGINEERING PLANS TO ADDRESS THE REQUIRED SHORT PLAT IIIIPROVEMENTS. KING COUNTY APPROVAL OF DRAINAGE ANO RONJ#AY PLANS IS REQUIRED PRIOR TO Nf'( CONSTRUCTIOIII. PERMIT FEES FOR REVIEW AND INSPECTION SHALL BE PAfP /IS REQUIRED BY COUNTY CODES AND POLICIES. 5. BONDING FOR THE DRAINAGE PLANS WILL ALSO BE ESTABLISHED />S DETEIMllll) BY ODES PRIOR TO PLAN APPROVAL AFTER RECEIVING DIWIII\GE PLAN APPROVAL, THE APPLICANT SHALL CONTACT ff ODES LAND USE INSPECTION SECTION TO SCHEDULE A PRE-CONSTRUCTION MEETING PRIOR TO PERFORMING WORK ON Till SITE, CURRENT $TNIDARD PLAN NOTES AND ESC NOTES, />S ESTABLl$tlfl) II' ODES ENGIH£ERING REVIEW SHALL BE SHOWN. 6. ON THE IENGMERING PLANS. C. THE FOLLQWIIII; NOTE 1iHALL BE SHOWN ON THE FINAL RECORDEQ PLAT: "ALL llUll.lllliO DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL iMP£JIVIOUS SURFACES SUCH AS PATIOS AND DRI\IEWA'YS ~ BE CONNECTED TO THE PERMANENT ~ DRAIN OUTIJ:T M SHOWN ON THE APPROVED CONSTRUCIION DRAWINGS # ON FILE WITH DOES AND/OR THE PEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUlll!fflTED WITH THE APPLICATION OF ~ BUILDING PERMIT. ALL C~ OF THE DRAINS MUST BE CONSTRUCTED AND APPR0\1£1) PAl(III TO THE FINAL BUILDING INSPECTION APPROVAL. l"GII '™CSE LOTS DESIGNATED FOR PERFORATED STUBOUTii, OIIPl'.RSION, OR INFILTRATION SYSTEMS, THE DESIGNS stWJ,. BE CONSTRUCTED AT THE TIME OF THE BUILDIN<l POlll4IT AN!) SHALL COMPLY WITH THE PLANS ON FILE." 1993 KING COUNTY ~ STANllARDS (KCRS): FINAL SHORT PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE PIIOYIS!Otl$ SJ!' FORTH IN THE KCRS, INCLUDING ENGINEERING PLANS FOR ALL RQN) IMPROVEMENTS. THE ENGINEERING PLANS 7, SHALL BE PREPAl!II) BY A PROFESSIONAL CML ENGINEER LICENSED IN THE STATE OF llfMHll,IGTON. DOES STRONGLY RECOMMENDS THE ENGINEERING Pi.ml IE SUBMITTED AT LE/>ST lWO YEARS PRIOR TO THE EXPIRATION 1¥111 OF THE PROJECT. ALL CONSTRUCTION ANO UPGRADING OF PUBLIC AND PRIVATE ROADS WITHIN THIS SHORT 111,AT SHALL BE DONE IN ACCORDANCE WITH KCRS ESTABUHD AND MIOPfED BV ORDINANCE NO. 11187. />S AMENDED (1993 KCRS) A1W SHALL COMPLY WITH THE FOLLOWING REQUIREMDl'IS: A. e. C. o. E. F. G. H. I. A ROAD ~CE APPLICATION REGARDING INTERSECTION SPACING \¥ta APPROVED BY KING COUNTY ON MAY 17TH, 2004. THE FIIW. Q4GINEERING PLANS FOR THE SHORT PLAT SHALL COMPLY WITH ALL CONOfllONS OF APPROVAL FOR THE ROAD VARWICE ~. THAT PORTION OF THE NORTH HALF OF SE 192ND STREET ADJOINING THE SUIJECT PROPERTY SHALL BE IMPROVED TO AN UIUWI ~ ARrERIAL STANDARD PER KCRS SECTION 1.03. TWENTY FEET.(: 20) OF ADDITIONAL RIGHT-OF-WAY FOR SE 192ND STIIUT SHALL BE DEDICATED ALONG THE SOUTH PROPERTY LIIIIE, ALLOWING FOR 50 FEET 01' RIGHT-OF-WAY FROM CEN1lJII.INE. THE ON-SITE MIAO SHAlL BE CONSTRUCTED TO A PUBLIC URBAN SUIIACCDS SWIIWlD PER KCRS SECTION 2.03. A 25-FOOT PIWPERTY LINE RADII SHALL BE DEDICATED AT THE INTERSECTION OF THE ON-SITE ROAD AND SE 192ND STREET PER KCRS UQllllN 2.10. THE JOINT-UIJ-DIIIVEWAY TRACT (JUDT) SHALL BE EXTENDED TO REACH 1,01$ 5 AND 3. LOTS 3 AND 5 SHALL HAVE UNDMDED Q'IN:l!SHIP OF THE ACCESS TRACT AND BE RESP0NS1Bl£ FOIi ITS MAINTENANCE. A NOTE TO THIS EFFECT SHALL BE 1'1,1«.D ON THE ENGINEERING PLANS AND FINAL PLAT. THE MINIMUM IIW)WAY IMPROVEMENTS WITHIN THE JUDT SHALL BE 18 . FUT WIDE AND 20 FEET LONG WITH CONTROLLED ORAIIWlE. THIii TRACT SHALL ALSO MEET THE FIRE MARSHAL REQUIREMENTS (SEE FIRE MARSHAL REQUIREMENTS FOR ADOITIQNN.. AllllQS STANDARDS). A TEMPOIWl'I' CUL-DE-SAC SHALL BE PROVIDED AT THE NORTH TERMINUS OF TH£ ON-SITE ROAD PER KCRS SECTION 2,08). THE PROPO$QI R<W> IMPROVEMENTS SHALL ADDRESS THE REQUIREMOflS FOR FIQAl) SURFACING OUTIUNED IN KCRS CHN'l'ER 4. M N01ED IN SECTION 4,01 F, FULL WIDTH PAV£M£NT ~y IS REQUIRED WHEN WIDENING EXISTING ASPIW.T. J. STREET TREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COM~LY WITH SECTION 5.03 OF THE KCRS. K. STREET ILLUMINATION SHALL BE PROVIDED AT INTERSECTIONS WITH ARTERIALS IN ACCORDANCE WITH KCRS 5.03. L MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED BY KING COUNTY PURSUANT TO THE VARIANCE PROCEDURES IN KCRS 1.08. M. THE FOLLOWING NOTES SHALL BE SHOWN ON THE FINAL RECORDED SHORT SUBDIVISION: (1) Af.L PRIVATE EASEMENTS AND/OR TRACTS TO BE ~tAINTAINED, REPAIRED, ANO/OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THERE FROM AND THEIR HEIRS, />SSIGNS OR SUCCESSORS, UNLESS AND UNTIL SUCH ROADS ARE IMPROVED TO KING COUNTY srANDARDS AND ARE DEDICATED AND ACCEPTED BY KING COUNTY FOR MAINTENANCE. (2) THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO AND FROM SE 192ND STREET FROM THE ABUTTING LOTS (KCRS SECTION 2.02). ACCESS SHALL BE FROM THE ON-SITE ROAD. (3) REMOVAL OF THE TEMPORARY CUL-DE-SAC AND EXTENSION OF THE SIDEWALK SHALL BE THE RESPONSIBILITY Of THE DEVELOPER WHO EXTENDS THE ROAD. (4) All UTILITIES WITHIN PROPOSED RIGHTS-OF-WAY SHALL BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL SHORT SUBDIVISION RECORDING. (5) ALL RESTRICTIONS, EASEMENTS, TRACTS, AND THEIR PURPOSE SHALL BE SHOWN ON T HE FINAL RECORDED SHORT SUBDIVISION. HEAL TH (KCC 13) A. THIS PROJECT IS EXEMPT FROM FURTHER KING COUNTY HEATH DEPARTMENT REVIEW. HOWEVER, IF IMPROVEMENTS ARE REQUIRED FROM THE SEWER AND/OR THE WATER DISTRICT, THEN VERIFICATION SHALL BE REQUIRED FROM SAID DISTRICT(S) THAT THE IMPROVEMENTS HAVE BEEN BONDED AND/DR INSTALLED, PRIOR TO FINAL RECORDING OF THE SHORT PLAT. BUILDING AND CONSTRUCTION STANDARDS (mLE 16) A. THE APPLICANT SHALL COMPLY WITH All APPLICABLE PROVISIONS OF KCC 16.82. B. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH KCC 16.82.150 REQUIREMENTS AT ENGINEERING AND FINAL SHORT PLAT. FIRE CODE (KCC 17)-SECTION 902 OF THE 1997 EDITION OF UNIFORM FIRE CODE: A. ALL PORTIONS OF THE EXTERIOR WALLS (AT GRADE) OF FUTURE RESIDENCES CONSTRUCTED WITHIN THIS SHORT PLAT MUST BE WITHIN 150 FEET (/>S A PERSON WOULD WALK WI AN APPROVED ROUTE AROUND THE BUILDING) FROM APPROVED FIRE APPARATUS 6. THE APPLICANT SHALL SUBMIT A STREET TREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY ODES PRIOR TO ENGINEERING PLAN APPROVAL. 7. THE APPLICANT SHALL CONTACT METRO SERVICE PLANNING AT 68+-1622 TO DETERMINE IF SE 192ND IS ON A BUS ROUTE. IF IT IS A BUS ROUTE, THE STREET TREE PLAN SHALL ALSO BE REVIEWED BY METRO. 8. THE STREET TREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE SHORT PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST BE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING Of THE PLAT. AT THE TIME Of INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BONO, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE RELE/>SED AFTER ODES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HAVE BEEN KEPT HEALTHY ANO THRIVING. D. P-SUFFIX/ SDO CONDITIONS (KCC 21A.38) -TO IMPLEMENT KCC 21A.38.230 WHICH APPLIES TO THE SITE, A DETAILED TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE ENGINEERING PLANS FOR THE SUBJECT PLAT. THE TREE RETENTION PLAN AND THE ENGINEERING PLANS SHALL BE CONSISTENT WITH THE REQUIREMENTS OF KCC 21A.38.230, />S WELL />S THE CONCEPTUAL TREE RETENTION PLAN WHICH IS PART OF THE HEARING RECORD FOR THIS PROJECT. ND CL.EARING OF THE SUBJECT PROPERTY IS PERMITTED UNTIL THE FINAL TREE RETENTION PLAN IS APPROVED BY LUSD. FLAGGING AND TEMPORARY FENCING OF TREES TO BE RETAINED SHALL BE PROVIDED, CONSISTENT WITH KCC 21A.38.23084. THE PLACEMENT OF IMPERVIOUS SURFACES, FILL MATERIAi.., EXCAVATION WORK, OR THE STOBAQE OF CONSTRUCTION MATERIALS IS PROHIBITED WITHIN THE FENCED AREAS AROUND PRESERVED TREES, EXCEPT FOR GRADING WORK PERMITTED PURSUANT TO KCC 21A.38.230B4D(2). E. THE 4500-SQIJARE-FOOT RECREATION TRACT IS CONSISTENT WITH THE REQUIREMENTS Of KCC 21A.14.180 AND KCC 21A.14.190 (I.E., SPORT COURT(S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S], BENCHES, ETC.). (1). AN OVERALL CONCEPTUAL RECREATION SPACE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES, WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL INCLUDE LOCATION, AREA CALCULATIONS, DIMENSIONS, ANO GENERAL IMPROVEMENTS. THE APPROVED ENGINEERING PLANS SHALL BE CONSISTENT WITH THE OVERALL CONCEPTUAL PLAN. (2). A DETAILED RECREATION SPACE PLAN (I.E., LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) CONSISTENT WITH THE OVERALL CONCEPTUAL PLAN, />S DETAILED IN ITEM A., SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DOES AND KING COUNTY PARKS PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF THE FINAL PLAT DOCUMENTS. THE LANDSCAPE PLAN SHALL BE PREPARED IN ACCORDANCE WITH KCC 21A.16. (3). A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. iHQRT PLAT REV!§ION NQJE: t)l/E TO A REVISED PRELIMINARY SHORT PLAT (ODES pflOJECT NO. L0450D03 ANO ACTIVITY NO. LD5RE025) TfiE FOLLOWING CONDITIONS ARE NO LONGER APPLICABLE: 1i), 3f, 3G, 3M1, 3M2, 66, AND 78. IN ADDITION, THE FOLLOWING CONDITION APPLIES: THE RIGHT-OF-WAY WIDTH OF 32-FEET SHALL BE PROVIDED FOR THE ON-SITE ROAD (ROAD A). THE LEAD PARAGRAPH OF CONDITION 7E IS REVISED TO RfAD: THE CONFIGURATION OF TRACT A IS CONSISTENT WITH THE REQUIREMENTS Of KCC 21A.14.180 AND KCC 21A.H.190. RECREATION IMPROVEMENTS SHALL BE PROVIDED IN TRACT A CONSISTENT WITH KCC 21A.14.180 AND .190 (E.G., SPORT COURT[S], CHILDREN'S PLAY EQUIPMENT, PICNIC TABLE[S], BENCHES, ETC.). INDEX OF ffETS C1 OF8 C20F8 C30F8 C40F8 CSOF8 C60F8 C70F8 C80F8 1 ,-trs eQNEER COVER SI EET TEMPORARY EROSION AND SEDIMENT CONTROL PLAN HORIZONTAL CONTROL PLAN GRADING AND ORAINAQE PL.AN GRADING AND DRAINAQE PROFL.E GRADING AND DRAINAQE DETALS TREE.RETENTION NOlES TREE FIETENTION PLAN I L..LVMtNATIO.H/ CHAHNELl !.ATtON ·PLA BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH ACCESS. APPROVED ACCESS IS A MINIMUM 20-FOOT WIDE 8. ROAD MITIGATION PAYMENT SYSTEM KENT WA 98032 (425J 251-6222 DRIVING SURFACE THAT SUPPORTS 25 TONS IN All WEATHER, IS NOT CNoll rj 50 FEET IN LENGTH IF DEAD-END AND WITH NO GRAOIENT IN l;l!CESS OF 15,C. s ,-,...,. B. IF A SUITABLE ACCESS />S DESCRIBED ABOVE IS NOT PROVIDED, ~ FUTURE RESIDENCES CONSTRUCTED ON LOTS 3, 5 AND 9 MAY HAVE TO BE SPRINKLERED PER NfPA 130 THE PROPOSED oJRIVEWAYS SERVING THE MAIN BODY OF THESE LOTS DOES NOT MEET L HE MINIMUM 20-fOOT WIDTH REQUIREMENT AND PORTIONS Of THE EXTERIOR WALLS MAY BE OVER 150 FEETME OF BUIO FROM APPROVED ACCESS /IS OUTLINED ABOVE. C. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN AND FIRE FLOW STANDARDS OF CHAPTER 17 .08 OF THE KING COUNTY CODE. ZONING CODE (KCC 21A) A. B. DENSITY AND DIMENSIONS (KCC 21A.12) All LOTS SHALL MEET THE DENSITY AND DIMENSIONS REQUIREMENTS OF THE R-6 ZONE CLASSIFICATION OR SHALL BE />S SHOWN ON THE FACE Of THE APPROVED PRELIMINARY SHORT SUBDIVISION, WHICHEVER IS LARGER. MINOR REVISIONS TO THE SHORT SUBDIVISION, WHICH 00 NOT RESULT IN SUBSTANTIAL CHANGES AND/OR DO NOT CREATE ADDITIONAL LOTS MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. THREE ADDITIONAL LOTS MAY BE CREATED THROUGH THE SUBDIVISION OF LOT 7 />S LONG />S THE ZONING OF THE SITE REMAINS R-6. THIS SHALL BE NOTED ON THE RECORDED SHORT PLAT. LOT 7 SHALL BE DEVELOPED IN SUCH A WAY THAT DOES NOT PREVENT ~ FUTURE SHORT SUBDMSION. C. STREET TREES (KCC 21A.16) STREET TREES SHALL BE PROVIDED ALONG THE STREET FRONTAGE AND THE NEW ON SITE ROAD AS FOLLOWS (PER KCRS 5.03 AND KCC 21A.16.050): 1. TREES SHALL BE PLANTED AT A RATE OF ONE TREE FOR EVERY 40 FEET 01' FRONTAGE ALONG All ROADS. SPACING MAY BE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. 2. TREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. 3. IF KING COUNTY DETERMINES THAT THE REQUIRED STREET TREES SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE. 4. THE TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS />SSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY H/>S ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE Of THE FINAL RECORDED PLAT. 5. THE SPECIES OF TREES SHALL BE APPROVED BY DOES IF LOCATED WITHIN THE RIGHT-Of-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, N-N FRUIT-BEARING TREES, OR ~ OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH ROAD MITIGATION PAYMENT SYSTEM (MPS), KING COUNTY CODE 14.75, BY PAYING THE REQUIRED MPS FEE AND ADMINISTRATION FEE />S DETERMINED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE APPLICANT HAS AN OPTION TO EITHER: CONTACT: HAL P. GRUBB, P.E. SURVEYOR CRAMER NORTHWEST INC. 945 N. CENTRAL A. PAY THE MPS FEE AT FINAL SHORT PLAT RECORDING, OR (B.) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF SHORT PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE SHORT PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14. 75, MITIGATION PAYMENT SYSTEM (MPS) HAVE BEEN PAID." If THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT />S OF THE DATE OF THE BUILDING PERMIT APPLICATION. 9. A HOMEOWNER'S />SSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF ODES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREi.TION TRACT. OTHER CONSIDERATIONS A. PRELIMINARY APPROVAL OF THIS APPLICATION DOES NOT LIMIT THE APPLICANT'S RESPONSIBILITY TO OBTAIN Nf'( REQUIRED PERMIT OR LICENSE FROM THE STATE OR OTHER REGULATORY BODY. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, OBTAINING A FOREST PRACTICE PERMIT ,AN HPA PERMIT, BUILDING PERMITS, AND OTHER TYPES Of ENTITLEMENTS />S NECESSITATED BY CIRCUMSTANCES B, THE SHORT SUBDMSION SHALL CONFORM TO KCC 16.82 RELATING TO GRADING ON PRIVATE PROPERTY. C. DEVELOPMENT OF THE SUBJECT PROPERTY MAY REQUIRE REGISTRATION WITH THE WASHINGTON STATE DEPARTMENT OF LICENSING, REAL ESTATE DIVISION LEGEND: FOUND MONUMENT /IS DESCRIBED @ FOUND IRON PIPE & REBAR & CAP />S DESCRIBED 0 FOUND 4 "X 4" CONC. PYRAMID MON. />S DESCRIBED ~ EX.UTILITY POLE :e: EX. GUY ANCHOR POLE 0) EX. GUY ANCHOR T EX. CULVERT EX. BOLLARD Q.;.; •.•• -··· ...•.•... ._ "'Q EX. FIRE HYDRANT EX. WATER VALVE EX. WATER METER EX. CATCH B/>SIN EX. GAS METER EX. 6' WOOD FENCE EX. 4' WIRE FENCE EX. CONCRETE 0 ; lllliJ 8 ·· · ······ Ci·---· ll-··-r:;- ,. . .. : . i KENTj WA 98032 . (253 852-4880 NQJB All SURVEY INFORMATION PREPARED BY CRAMER NORTHWEST AND BCE HAS NOT VERIFIED N-N SURVEY INFORMATION SHOWN BASIS OF BEAFIINQ8o BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF S.E. 192ND ST. BEING S89' 40'54 "W />S SHOWN ON THE PLAT OF NORTHWESTERN GARDEN TRACTS DIVISION NO. 4, FILED IN VOLUME 47 OF PLATS, AT PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. LEQAL DESCF& IION: LOT 9, BLOCK 1, NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 74, RECORDS OF KING COUNTY, W/>SHINGTON, SITUATE IN THE COUNTY OF KING, STATE OF W/>SHINGTON. VERT1CAL OAT\M NORTH AMERICAN VERTICAL DATUM OF 1988. B~ 5124 3 DISK AT N.W. QUADRANT INT. 188TH AVE. S.E. AND S.E. 192ND ST. EL= 456.13 U.S. FEET. 8ITE EJEIOl,VtJill(, SET R.R. SPIKE IN UTILITY POLE EL.= 505.11 U.S. FEET. EX. TREE TO REMAIN EX. TREE TO BE REMOVED PROPOSED CATCH BASIN PROPOSED 12" STORM DRAIN PIPE PROPOSED CONCRETE CL.EARING LIMITS SILT FENCE FLOWLINE PROPOSED SPOT ELEVATION EX. SPOT ELEVATION PROPOSED CONTOUR EX. CONTOUR SAWCUT LINE PROPOSED />SPHALT PROPOSED LUMINARE • . .. . I . . . I : ., • ... ' .. -···--~ /"507.95 ... -----504-----... ... -\ Vic in it y Mop NTS BOULEVARD LANE PARK 67 1 S. 55T'1'.,'.'----~&.jw.J9gruW!.[.,__ _ _l_ , 2N ST. SITE Soils Mop NTS '). Notice Required . ] Contractors shall notify operators who maintain underground utility lin~·s-in,} the area of proposed excavation or blasting at least two business days, o'at not more than ten working days prior to commencement of excavatio/1 or} demolition in accordance with RCW Title 19. Names and telephone nUrAberS\. of the operators of underground utility lines in this project appear below. : These numbers shall also be used to serve in an emergency canditiofls as required. ' l SOOS CREEK WATER AND SEWER DISTRICT Sqnitary Sewer SOOS CREEK WATER AND SEWER DISTRICT Water District Phorie j (253) 630-9900: '\. (253) 630-9900 \ PUGET SOUND ENERGY (888) 225-57;\ ~. Gas Company }, PUGET SOUND ENERGY (888) 225-5773 Power Company Call Before You Dig DIAL-A-DIG 1-800-424-5555 ', Notes 1. The Developer is required to notify the Building & Land Oevelopm$mt Dfvision, Development Inspection, three days prior to the beginning of construction. for a preconstructlon conference and specifically request inspectior\ before beginning: A. Installing of siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Installation of any underground utility E. Before placing :subbose, base or paving surface F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction is started on any existing state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any worK when required. Bonding Information Restoration Bond Amount Performance Bond Amount $ ------- Site Pion Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary ero~ion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plot is not recorded when the preliminary plat approval expires. PRO RATA SHARE ASSESSMENT ANAL YS!S (County Use Only) Section Township Range Tax Parcel Number IJIJI l21JI 10151 l6[t)9IBl4IOI IOl!IBIOI Site Location is within the __ SOOS CREEK ___ drainage shed(s) Pro Rata Share Assessment(s) are: D Required f;;?' Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate($ Peak Volume Assessment Rate($ ) per c.f.s. increases.(10 year, 2 hour storm) ) per Ac. Ft. increases.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Preliminary Short Plat Approval Ordinance # Preliminary Map Approval Construction Permits Received Sanitary Sewer Water District Gas Company Power Company Telephone Other~~~~~~~~-~---~ Emergency Date 9-7-2004 911 Police-Fire-Rescue RECOMMENDED FOR APPROVAL Date S:t-~<P ?,>a~ Traffic & Planning Engineer King County Conservation District Materials Engineer Other APPROVED FOR CONSTRUCTION L (I)~ D. u 2 2 '-Q) Q) .,-., Q) (j) > C S: 0 G)QS:il) ouo _J i;t'o D Cl. ii (I) L L (I) Q) Q) ~ C C VJ $" 3: 2 0 0 f- i;;('O King County Washington RATHINAM SHORT PLAT Name 11634 192ND STREET RENTON, WA Address and Zip Code (425) 369-2198 Phone D A Partnership i;t' An Individual SHARMILA RATHINAM (425) 369-2198 Name Phone 24006 SE 10TH STREET SAMMAMISH, WA 98015 Address and Zip Code i;t' A Corporation D A Partnership D An Individual v L (I) 0 ·-~ -(I) :.:= > L BARGHAUSEN CONSULTING ENGINEERS, INC. (425) 251-6222 Q) Q) C L L Q> GJ::J1_C ()(l)QW Name 1 8215 72ND AVE. SOUTH D Is?' Address and Zip Code Phone L Q) ..0 E ::J z >, -;-, ·s: ,_... u <( ..... <( ....J a.. ..... a: 0 I CJ) ~ <( z -I ..... <( a: I'<) 0 0 0 (J) ~ 0 ....J L Q) ..0 E ::J z +-' u Q) ·~ 0 L Q_ EXPIRES 6-10-07 Q) E 0 z +-' <.> Q) . ......, 0 ,._ a... (/) ,._ Q) ..Cl E ::J z Q) i.i... >, +-' C ::J 0 0 Sheet C1 of 8 ~ X v 2 w 0 .c v 0 "' II ~ a u U) / w g 0 'j' ' ,, ,, ., "': ·~ ., ,·; --.,...-·-·-----------~--- RATHINAM SHORT PLAT EROSION AND_Si;Qtf;NT CONTROL NOTES: LAST UPDATE 1/29/9ll 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT tlOAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 1 j = 11-Ill -Ill T. . ,_ ... z "' ~ ~ "' ~ - 2. THE IMPLEMENTATION Of THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF Sl)RVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITIED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, ANO ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES ANO SILT FENCES, ET<;.). 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC S.UPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITIEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G .. SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATIENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO Tt,\E DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PRQJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLINI, BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM,. THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FQR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED. AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR. THE ODES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. 15. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL MARK THE SENS!TIVE AREAS IN A HIGHLY VISIBLE MANNER, AND THSES AREAS SHALL REMAIN SO MARKED UNTIL ALL DEVELOPEMENT PROPOSAL BE SPECIFIED ACTIVITES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLTETE. fFNCE ... FOR ..... JS .... 0,3".' ± .... W. ............ , & 0.SO ::L N, OF Pfr:OP. COR.\ 'D ·1 1 .I_?," iFON PIPE (J,2 7' W. \ , L'"m--·--·····-·-------····-~, . 45 S. OF CALC'D CORNER \ ..... _, _______ _ FOUND "i/2'' REBAR /', AND CAP LS If 189 t -3, 0. "!0' W, £ LO' S. OF CALC'D CORNER L.O r 8 t) ARE-:-IV T PARCEL. AREA: 98,008± so_ rr f ;i 2 ;;;; +· A /""·Rf-('' ',"··• • ...,-~-•• \.., ••• ,0 )) NOTE. ALL EX!ST!NG .STFWCTiJRE TO BE etMOVElJ 16. PRIOR TO FINAL APPROVAL OF CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL IDENTIFY THE BOUNDARY BETWEEN THE SENSITIVE AREA TRACT AND ADJACENT LAND USING PERMANENT SIGNS. SIGN SPECIFICATIONS SHALL BE SPECIFIED BY LUS0 AND SHOWN ON THE APPROVED PLANS. CONSTRUCTION IJ:OUENCE= 1. ATIEND PRE -CONSTRUCTION MEETING. 2. FLAG LIMITS OF S.A.T. AREAS AND INSTALL BRIGHT ORANGE SILT FENCE (AS REQ'D BY COUNTY). SILT FENCE SHOWN ON PLAN CAN BE ELIMINATED AT THE DISCRETION OF THE KING COUNTY INSPECTOR. 3. FLAG OR FENCE CLEARING LIMrfS. 4. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. INSTALL STORM DRAINAGE SYSTEM PER APPROVED KING COUNTY PLANS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECQMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO 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 AR.EAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. DRIPLINE ••I• DRIPLINE NOTE: >WJYRE CHEWINGS OR RED FISCUE ANNUAL OR PERENNIAL RYE REDTOP OR COLONL<IL BENTGRASS WHITE DUTCH CLOVER \ \ I I ' EX. !FENCE TO IREMAJN \ ' -46 \ \ \ \ / PROPOR110NB ll'fYSlHT 40% 40% 10% 10% \ ' I I \ PEIICBfT P\RTY 98 98 92 98 LOCATED IN THE S.W.1/4 OF THE S.W.1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST \ \ \ \ LOT I EX. FENCE TO REMAIN Cl.EARING LIMITS _ /EX. TREES TO BE T 45 . REMOVED (TYP.) / ;.f't:" ,:A,;-I '...,v / ,/ / . ./ .d,)V ') / \ ' \ i I I / f ·--·.:.o6\,,, TREE PROTECTION FENCING T<>·, BE PLACED AROUND TREES TO BE RETAINEO PER DETAIL THIS SHEET. ........_,, .............. ···"··. LOT 9 /,...,.,,. ,__,_, 'T p, ~ ... ,,...~. ~ I 1-· P J.(j .. '1 • f\ r.-.1, ·L· .. ; ' .' · ,i a.__! 'f, , I ,V a.....J '~ ' \ \ \ ! \ ' INST~ SILT FENCE I PER DETAIL \THIS SHEET \ \ ~-, ·. '•, \ \ \'fo \ '" / I I o· LOT 7 -------·-·· ·• ··-0.9'.± .,. 0 ',0 EX. FENCE /TO REMAIN CL.fARING LIMITS (TYP.) 0.7'.ci.: LOT 9 i I ' I I i I I TREE PROTEC:,ION FENCING TO BE PlAC.~ AROUND TREES TO BE RET~ED PER DETAIL THIS SHEET. PEflCENT QEIMIATION 90 90 85 90 CONSTRUCT TEMPORARY INTERCEPTOR DITCH PER DETAIL THIS SHEET. T-37 · ,ROXIMATE LOCATION OF STANDARD STRENGTH FILTER FABRIC . ' GRATE CATCH BASIN \ . \ I / J s-o 'fl I I ,,-___.EX, TREES TO BE REMOVED (TYP.) NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES TEMPORARY "V" DITCH NOT TO SCALE -+ 3: 1 .....,...;----.:.t----'-r 1' MIN OVERFLOW 3.5' -5' f 1' MIN FLAT BOTTOM 1' ,->,.,:?'. ·!;-.,.;-~_:: ... ~·t~ .. ."' ·:;·.;~~·.::.;:-,·..:··~-~-. 3/4"-l \ ... \ ~ 2"-4" ROCK NOTE: TRAP MAY BE FORMED BY BERM GEOTEXTILE OR BY PARTIAL EXCAVATION CROSS SECTION 12' MIN DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER GEOTEXTILE TRAP OUlLET MIN 1' DEPTH 3/4"-1.5" WASHED GRAVEL MAINTENANCE STANDARDS 1 . SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED SEDIMENT TRAP OUTLET DETAIL NOT TO SCALE \ 11 11 11 2"x4" WOOD POST ALT: STEEL FENCE POSTS FILTER FABRIC MATERIAL-~ 2"x2"x14 GA. WIRE--~ FABRIC OR EQUIV. PROVIDE . 75" -1.5" WASHED GRAVEL OR NATIVE BACKFILL ----- IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE _j FILTER FABRIC MATERIAL 36" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATIATCH FABRIC TO WIRE. 2"x2"x14 GA. WIRE FABRIC OR EQUIV. ' 0 I "" 8" MIN. = 11-111=111=111 ITT=-111= =111 TTT-1 I=! I I= II ,1- 1 BURY BOTIOM OF FILTER ;::;:;---....._ 11 ~TE~ ~"x12" T~H-~ -- 6' MAX II I ' 0 I "' • N • 0 I "" --'-• ' "' I N ....... 0:: <D :5 ~ Cl. ~ § iffltz~ -! "' "' :I! :I! :I! a :I! :I! 00 et:: L,,.J (.) (.) "-z~I: 0:: :::J z 0 ..... ::, ::, ~coo ::II ....J(..) u 15 0:: 0:: 0:: Cl. it it it ~1~~ ~ ~~ le le le le :x: ::I: :x: :t: ~a~~ ?i?i?i~ uuu (.) "' 0 tO tO U'l ~~o ,....u,o' ....... ~--o ....... ........ u, I() ..... J'f')(',,I ..... ~1 PLACE BRIGHT ORANGE PLASTIC MESH FENCE AT THE DRIPLINE AROUND TREE TO BE RETAINED. (TYPICAL) T.E.S.C. SEED MIX SPECIFICATIONS ~2"x4" WOOD POSTS, STANDARD OR BEITER LJ ____ _,, _ _._ OR EQUAL ALTERNATE: STEEL FENCE POSTS '' '' '' I I u I' '' I I '' u TREE PROTECTION FENCE DETAIL NOT TO SCALE (BRIGHT ORANGE PLASTIC MESH) 10' NOT TO SCALE 14 GA. GALVANIZED WIRE NOTE: 1: CLIP FENCE TO GALVANIZED WIRE @ 5 FOOT ON-CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST C.B. PROTECTION DETAIL NOT TO SCALE / ~-12" '<-,"f>/ 6" -8" QUARRY SPALLS GEOTEXTILE (IF REQUIRED) TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE SILT FENCE DETAIL NOT TO SCALE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENITATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WM; 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFACE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED REMOVED OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE 'coST ANO AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS THE APPROPRL<\TE FORMS FOR REPLACEMENT OF SAID MONUMENITATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. \ CALL BEFORE YOU DIG: 1-800-424-5555 O.D.E.S. \, R ~- J S H. SANDE< S, P.E. DEVELOPMENT ENGINEER Comments: Completion Date ,.f, Completion Date oc.. Appr val Date ~ ~ C ~ s .Q • -~ ~z a.. "' <( ~ ~ ~ d a: Cf) ;~~ :::.'.? <( z fc 0 ~ " "' ~ .'l' ] u ~ .li' ~ ~ :8 0 F z -I() s ~ c g c ij 1: ~ c 2 u " 'f JI ·c • ~ z ! - ~ «>I ~ 'q' .0 I E ~ -~ ~ -~ z ili 0 .0 ('\I .ll 0 ~ I ---"·"· .-,.-r·--------------- FOUND 1 1 /2" IRON PIP£ 0.27' W. & 0.45 S. OF CALC D CORNER 5' ,. WAL.K 1.0' CONG. ROLLED CURB & GUTIER PER KCRS 2' 19' R W 12· 14' R W 12' 1' 1.0' 2' 0 2" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 1-1 /2" COMP.1.CTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 5" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) ROAO 'A' -URBAN SUBACCESS STREET NOT TO SCALE RIGHT OF WAY CENTERLINE 1----..//r---=-30:__'_R:__IG:__H_T _O_F_W_A_Y _______ +--------Jt-O_' _RI_GH_T_OF_WA_Y _______ 4 __ 20' R/W DEDICATION 22' W/ PLANTINGS PER LANDSCAPE PLAN EXIST. 15' EXIST. 15'± 6.5' 1' 11 • 11' NEW ASPHALT FOUND 1 /2" REBAR AND CAP LS # 18913 0. 10' w. & 1.0' s. OF CALC'D CORNER EX. GROUND 1' OVERLAY GRIND EX. ASPHALT 4" THICK CONG. SIDEWALK PER KCRS EXIST. ASPHALT PAVEMENT SAWCUT EXIST. PAVEMENT NOTE: REFER TO PAVEMENT DESIGN BY EARTH CONSULTANTS, INC., DATED 5/20/05. CSTC AND CSBC SHALL CONFORM TO THE GRADATION STANDARDS IN SECTION 9-03.9(3) OF THE WSDOT STANDARDS. CONG. VERTICAL CURB & GUTTER 5" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE PAVEMENT 1.5" COMPACTED DEPTH CSTC 4.5" COMPACTED DEPTH CSBC 8.5" COMPACTED DEPTH GRAVEL BORROW URBAN PRINCIPAL ARTERIAL SHOULDER IMPROVEMENT (SE 192ND STREET) NOT TO SCALE CALL BEFOAE YOU DIQ: 1-800-424-5611 1/{UT'f Qlfff !RI 11D CAUTIONo THE CONTRACTOR=· RESPONSIBLE FOR VERIFYING THE LOCATION,._,OIMENSION, AND DEPfH OF ALL EXISTING Ult 'WHtl'HER SHOWN ON THESE PLANS OR NOT "' POTHOLING THE UTIUTIES ANO SU . ·•. HORIZONTAL AND VERTlCAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCUJllE 1/TIUTY LOCATE O 1-800-424-5555 AND THEN POTHOLING 8 0 "' RA THINAM SHORT PLAT HORIZONTAL CONTROL PLAN LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 FOUND 4"X 4" CONG. MON. WI TOP BROKEN OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST Hll9'51 'o.J"E JJO,J4'(PtJ.T) NIIV/JO'ISI "E JJ0.34 '(CAI.C'D) 2' ABOVE GROUND 1.06' W. & 0.52' S. OF CALC'D CORNER \ 149.28' 5 148.78' N 89'50'51" E 4 148.78' N 89'50'51" E 3 2 148.79' N 89'50'51" E 1 100.04' N 89' 40'54" E PARK (AREA=567 4 SF) 124.52' N 89'40'54" E 20' R/W DEDICATION - ./ I I ( / N 0 0 "' <O 0 g '~ 0 0 N 5' PRIVATE DRAINAGE EASEMENT --1---' • . "' OJ ..., co • ,O <O "' "' :-0 V1 48.75' N 89'50'51" E L=38.55' R=25.00' A=88'20'28" SE 192ND ST. 149.05' ~ TEMPORARY EASEMENT, TYP Y (42' RADIUS) 12+84.70 f- gi ~ \ 6 148.55' N 89'50'51" E 5' PRIVATE DRAINAGE EASEMENT -~ 33' ~'--5' PRIVATE DRAINAGE EASEMENT <( 0 ~ 0 0 L,,J ' <O • N 0 0 ,..._ N -• OC) 5"' z + ~ ~1 "' N 0 0 "' N a, 0 "' 12 UNIT CBU PER DETAIL SHEET C4 1_.,-/'_,,)_...-CONSTRUCTION ALIGNMENT L=39.99' -+- NIIV40'!M"E JJO.Jl'(CM.C'D) JJ0,51' (PIAT) R=25.00' 1'=91'39'32" CONSTRUCTION ALIGNMENT START POINT 7 148.55' N 89'50'51" E 8 148.55'; .N 89'50'51" E '. ·- 9 \ ' 148.55' '\ N 89'50'51" E. \ ; TRACT B DRAINAGE FACILITIES 122.83' S 89' 40'54" W ~ 20' R/W DEDICATION " N 0 0 "' ROAD A STA. 1 o+oo FOUND CONCRETE MONUMENT ALL Of THE EX!$l!NG AT LOCATIONS Of NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER . OR · CTS EXIST. LOCATIONS OF SAID UTILITIES i SHOWN ON THESE PLANS ARE 11A5ED UPON UtMRIFlED PUBLIC INFORMATION ANO ARE SU ECT TO VARIATION. SE 192ND STA. 11+67.97 W/ 11 /2" BRASS DISK IN CASE~ ---lo10 00 11+00 o 12+00 13+00 ,nv!f_c ___ ...J'y-------'~:::::::::::::::-----"17''r------+--'--__JL_ _______ f--'-----------'f----;o~~-------'·1------:---------j'-----------+-----------j------l;p-----4-r-~~+~o1.59 ....., ~ ' 0 ' • ' ' " • IF CONFLICTS SHOULD .. THE CONTRACTOR SHALL CONSULT BAAGHAUS N CONSULTING ENQIHEEAS, , TO RESOLVE ALL PROBLEMS PRIOR TO PROCEE!)ING WITH CONSTRUCTION, CONTRACTOR SHALL BE Fl.l\.1.Y RESPONSIBLE FOR OBTAINING PERMITS FROM TliiE WASHINGTON STATE OEP~ OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURIIEY MIINW[NTATION THAT MAY BE Af'FECTED BY CONSTRUCTION ACTIVITY, PURSU.tHT TO W 3;$2-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LANO SU~. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM li,tJ: WASHINGTON STATE DEPARTMENT Of NATURAL RESOURCES, OR BY CONfMl'IING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE OQ>AR'IMENT OF NATURAL RESOURCES PUBLIC LAND SU"4Y OFFlCE 1111 WASHINGTON lJlllEEf S.E. P.O. BOX 47060 OLYMPIA. WASHINGTON 9850,._ 7060 UPON COMPLETION OF CQl!IITRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE IW'l.,ICED BY A REGISTERED LAND SURVEYOR, AT THE ,COST AND AT THE DIRECTION Of Tttt; CONTRACTOR, PURSUANT TO THESE REGULATIONS. lHE APPROPRIATE FORMS FOR MPLACEMENT Of SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBIUTY Of' THE CQN!RACTOR, -, --SE 192ND ST. S89'40'54"W 1J21.64'(M£AS.) ' ' 'i'.-'P' 'FOUND CONCR£T£ MONUMENT CONSTRUCTION ALIGNMENT S89'40'54"W 1322.JO'(PLAT) W/ TACK IN LEAD IN CASE START POINT N 5001.8477 E 5330.4281 A:-_~Sl""T£~B""£~NC=H~M"-A=R~K __ ~ SET R.R SPIKE IN U.P. EL.= 505.11 U.S. FEET - JAMES H. DERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Date Completion Date ~ " " C I CX) 0 Q 0 0 Q 0 1 •-4• MIN. 5'-0" CLEAR WIDTH RATHINAM SHORT PLAT GRADING AND STORM DRAINAGE PLAN 0 0 0 0 • 0 LOCATED IN 1liE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST ANCHOR BOLT PATTERN EXPANSION JOINT PER N.D.C.B,U. PEDESTAL ,.........:::i.,.."""',J,oi,,1,,41~,......,;.:TE:;;;,.MPLATE • • . ' • '· ' IO • I ,. . -' • . , ' .. • SEE NOTE NO. 2 J'-o· l;IQ,tiT NOTES: 6" • • ' ' . . ' ' MOUNT ON PED PROVIDED WITH N.O.C.B.U. UNIT ~--~ EXPANSION JOINT • ' .. . . • 1o I ' . AL == q es.: I SEE NOTE NO. 2 ' -1. SEE SEC. 5.04. 2. INSTALLATION OF N.o.c.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL SE Dot4E IJl' U.S. POSTAL SERVICE. 3. SEE SEC. 3.04 F~ ,!DINT REQUIREMENTS. '· 1'-s· NEIGHBORHOOD MAILBOX UNIT NTS CATCH BASIN TMJ,.E= ~.a,#1, lYPE I ~A. Rff+E~Jt~.&iRi'1& RIM•505.76 IE=502. 76 (E) !2, lYPE I W ROLLED VANED GRATE A: 12+32,51, 11.50' RT RIM•505, 76 IE=502,57 (W,S) CB#J, lYPE I W/ ROLl.ED VANED GRATE STA: 10+65,00, 11.50' RT Rlt.1•503.70 IE•500.51 (N,W) ~.BJ4, lYPE I ~A: Rf~i.&~~ .&iRi'1& RIM=503, 72 IE•500.72 (E) CB#5, TYPE I STA. 11+17.0B, 21.00' LT Rlt.1•505.87 IE•502.B7 (E.W) CBIO, TYPE I STli: 13+ 11,35, 21.00' LT RIM-501.88 IE"'418.1 B (N,E.W) C8'7, lYPE I STA. 13+21,09, 21.00' LT Rll,tallQ1 . 71 IE•4'7,99 (N,E,W) CBl8, 1YPE I CONNWI' TO EX. SD PIPE STA. 13+52.95, 22,67' LT RIM•5QQ.Q IE,.417,n Cliff, TYPE ll -48" W/ IIINICAGE STA: 13+21.02, 62.61' LT RIM-501,30 IE•4111,:,0 Ml1#10, lYPE II -54' W/ ,t.11.HOUSE stA: 13+21.02, 62.81' LT RIM•ll02,00 IE•4M.20 LOW POINT ELEV • 503.91 LOW POINT STA • 10+65 PVI STA • 10+60 ··········:··.··PVI ELEV(,. .. 503;51··:·:·. ; PVI STA = 11+20 · · · A.O. " 5,00 · . . . : : : : K :.; '10.00 : : : : : : ....... ~.,, . ... PV1 ELEV ~. 504.8.1 .. · · · A.O. =' ~0.95 · · ... K : .. 52.44 . ......... .,, . 7 :ii ........ !.. . :1i ;:;'~ •"l .•. 'c :I: · · · · · · ' · · · · · · +. :t,c .:t · :"""' ·115 · · · -· · . · · · · · · ~-~:-·iiS · \,,~·'i·' : u,~"· o.i~'i.~·; ... ~··· •• : . . . . . . . . . . . : . . . . ' . . . . . . . . ' .... : •• i:;; : ... .. ti'' ;,,. . .. v~ . -~· ... : : ',IL ,e, : . ' . . .. ~· I:, .. ····· .. + itL . -0. .. ,.... ~. . . . ~" 4-1 .. : : : ..... ~ .. . . : • : 2i (( 12• so el o.5WS : . . . ... : ........ . • • • • • i • . . + 1, . L .. : : · : Rit.1•505.6+ · : · · . · · · · . . · · · · ' IE.,502:64· · · ' · · · · · · · · · --. -------------'---~ ~ ~,~ :~Jt::: -~ ~~ ~,~ 60 <O ~ _______ :?_,_, ~----------4~,-------:n1 2 12+00 .~---- __ I C.AI I BEFORE YOU OIQi 1-800-424-5566 Engineer • DERS, P.E. D LOPMENT ENGINEER Comment.I!: Completion Dote UJL[IY cgFl,!CT NQll! ~ THE c_ ON'TRACTOR SHALL BE ~FOR VERIFYING THE LOCATION._plMENSION, AND DEPTH OF ALL EXISTING UTIUTIES ffl ON THESE PLANS OR NOT ,n POTHOLING THE UTIUTIES AND SURVEYING THE H AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAI.UNG VTI uf: 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTIUTIES AT OF NEW UTIUlY CROSSINGS TO PHYSICAL.LY VERIFY WHEl'HER OR NOT . CON , LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS AAE BASED UPON THE U PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUC1$ SHOULD OCCUR, THE . SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC, TO · ¥E ALL PROSLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION, · CONlRACTOR SHALL BE FULLY RESPOtlllillLE FOR OBTAINING PERMITS FROM THE WASHINGTON SfATE DEPARTMENT OF l!lrlffVtW. RESOURCES FOR REMOVING AND REPLACING ALL SURVEY t.lONUMOOA11Qlj THAT MAY 8E AFFECTED BY CONSTRUCTION ACTIV11Y. PURSUANT TO WN,; 332-12.Q; N'PUCATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPUCA!IONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE W~ STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THOI Off!CE BY TELEPHONE AT (206) 902-1190. WASHINGTON SfATE OEPNffiilf;l(T . Qf NATURAL RESOURCES PUBLIC LAND SURVEY OFFl(;E 1111 WASHINGTON STRtEf S.E. P.O. BOX 47080 OLYMPIA. WASHINGTON 91®4-7W UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTRO'fEO SHALL BE REPUCED BY A flEGIST[REO LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CON!IW:TOII, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMD.lf .Qf SAID MONUMENTATION SHALL Al.SO 8E THE RESPON$1i1UTY OF THE CONIWCTOR, ROAD 'A' PROFILE 1".::5'V NOTES: 1. FOR WIDTHS OF SIDEWALK SEE SEC. 3.02. 2. FOR WIDTHS OF PAVEMENT AND SHOULDER SEE SECS. 2.02, 2.03, AND 2.04. 3. SHOULDER SHALL BE SURFACEO AS REQUIRED BY SECTIONS 3.07 AND 4.01. IF PAVED, SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR ,02 FT./FT, 4. FOR CURB AND SIDEWALK JOINTS SEE DWG. NO. 3-001. 5. TRANSITION RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN PER DETAIL SHEET C6. '{ ~ '>-::y,>_; CEMENT CONCRETE SIDEWALK TRANSmON TO ASPHALT S~CJ/ON A A NTS ' --j ;_;;_,__ --· -·~· ~· I ..'...........c .. '.'..; ........ L~-~ LOT B P'AF?ENT PAF?CEL AREA: NOTE: 1.1 \ l ,.:t..±jt ... =·-·=-----1------...L---'-!'==~~~~J;.=~--AI' r:. \ I ,·. I =I ~,:-~ul / I I I ' /"', ., 0 / \ ( 0 5' SIDEWALK ;!, _) ~ii.: ...... ~~. I I ,, -I!:~ ,t-__L.., -------.------c-/'..__ _ ___j/ ' ~- ~ ..J:x. CONCRETE ROLl.ED CURB ~D GUTTER 1$1 1 T '!.;; 8[ DEMC!L/Si1ED i PER DET1 THIS SHEET , · t ' Ej /~ 6" f'Yt TIGHTUNE ~ - S.HE.D , .. , "'·'Vi" !.J !./\ ~ ! EX. SHED EAVE 0 1.0ll/ MIN. SLOPE ft· FOR CONNECTION TO ROOF/ ANO FOOTING ' DRAINS (TYP ,) ,6 () ? 5' PRIVATE DRAINAGE E'ASEMENT Ai..!.. EXISTING STRUCTURE.S ro BE REMOVED. F..'X. HOUSE 1 i \ 0 1-' 0 + -- ' ·-·-, I I ,:1 [A\'f:"' \ 6" PVC TIGHTUNE 0 1,0,i; MIN. SLOPE FOR CONNECTION OF ROOF ANO FOOTING I DRAINS (TYP.) 8 1 15' t~'f'T9 DRAINAGE E'ASEMENT, TYP 6 "\ \ ( :J 4 pr: I\ i T .1-·='A ,,:;:, {'[' '1 '1. \ , .,\.._/'; j •• ,v L./ ' ... , 9 \ \ \ \ I I • \ \ ,,, , n·r -LUI / \ \ '{, ,.,,, "· i/ \ ' \ ' ' • • \ ' ! J rOT 9 / / • •••• t. l ,...., '{..._ I ' Ill . \Y' CONSfRUCT HANDICAP CCESS 1 RAMP PER DETAIL THI \SHEET. ---c ' ' # ,,. 10 LF 12' SD 0 12.00,i; STA. 9+ ';_, 8 / P ~IS TO 11 f, COINCIOE WITH CE~ OF CURB RETURN F· ( \ \ PROVIDE TRANSffiON FROM CONCRETE WALK TO ASPfW.T PER DETAIL THIS SHEET i ., PARK 1 li---\------'-----~-rf''.____-->< I ~.5' SIDEWALK ,./, () "' .FEN.Cf t? ... ..1..4':L ........ " W. OF PROP. COR:·-~ , .•..•.• __ ,, . ., .. ::;r.-.-., ...... ---r,---r:r _.--... 20' R/W DEDICATION IE=507 .50 . .., .. 510 .. -· --_ .. ...,.. d)l 11 +00 APPROXIMATE LOCATION OF EX. lYPE I CB CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION IE=:!:497 .00 EX. UTIUlY POLE TO BE RELOCATED. COORDINATE WITH P.S.E. ······· .......... ·······················.··:··.··· 515 .. ·-----~ . .. 510 . IEX, .GROUND a ...... ' ... · · · .: . · · · · · · · ~ --~ . 0. t· Of SE :192NO ' . · :"'.......__~"':::_-::::_-~ · ' · · · · · · Lt. · EX. GROUND O . . ... • . -..,.~~-:;::::::...--. : . . • . • C'nrn:." OF PAVEMCldT .. -,-,..__;--. • • ' i;.i.rv.L-..... , •. . . : . --=;.:;;;;--:=:;:_---· · ' · · 1PROPOSED Cl/TIER . : · -129 LF ., ' . . . -...~~--:::._ ~-PROFlLE . · . -. . : . 505 1:l OJ . . . . . ... -~~---. : . . ... ...•. ,. -~ --·,·•• .. : v,59,t · . ~~=----.. ··· .... : . ~ -='":!------. . . . : ... -~~-.....:.. ~---:---. ' . ".""":"'" . ..,;;:;;;;;-.-:-------~---~~~~~-.:..:. --r-~:'--~~==:J1~94Uf·LF· r: • · · · , .. . ······ .. 2 ~ . 500: ; .· .. : .. · ..... · .. : .. · .. : : .... ~ 2.42,r : . .. CB 6.~TYCPE::: -:-1 --•• ~_;__=Jt• j. I 32 lF. ,2~ SD ...... STA; 13+ 1 L35; 21.00 LT ... 0 · Q.ss,i; · · · · ......... : RIM .. 501.89 : . . ' l~:=4~1l:1!!(N,~Wl : : ' : 35 lf .1.2" :sP O J.20,i; . . . . C . 7; TYPE i : : : : : : $TA, 13+21.Q9, '21:00 · LT · · CB 8, iYPE .1 . -.. : .. --. EX. 12' SD : : .--; ..... --.... ·--· ... CB .. 'rifiEj:'· • srA. 11 + 11;05; 21.00· Lt · · · RIM=505c87 · . · · · · · · · . · 1~=502.at (e:.wF MATCH EXISTING OR PROPOSED SURFACE . : . . . . . . . . . . . . . . . . . . . . . . . . . . • · · · · RIM.;501.71 .. ST.,._ 13+52.95, 22,67' LT . : : : . :f· EX. GROUND O : : : : : : f PROPOSED GROUND · · · · · · · ....... IE=497,99(N,E,W) : : · CONNECT TO EX. i2" SD • • : • SE !192ND srr. PROFll.;E • • : • : : : : ......... . '1 ________ . --·---1 -·-------------·'---·--· ----------·--.. ' '_'!-:.SE c)_~~ND~:_~..:...:..:_ .. :_,_ :...~:. l=tow:i~!--~..... 39 LF 12" SD O 0.54". . . . . . . : : ••• ~~:~.~9 . , .. ,i~ .-,; o, ;:!; ~i.... .J,, L ___ .. _____ .. _ .. _________ ·------·------·---------------------· f.;i~' <Di. .... ' u.::i • • ..... ·10 t,~·1 ''.· om ,.,., en ..,. -;,:::,, :.-.",'.i,.0 0 co in LO v.: . . o '"'"'.,... ""t:..,. ~, It) !h ~ fis ~ ~:>i~ ~~,..; ;.~ c,.j r-• -• l ..... _ .. ___ , .. __ ..,.,. ___ .. _L _________ ,_____________________________ ---·--~--------------_J _____ ........ ------·11 ---.......... ..] 8 . . ,r, 2 ~~ iii ii\ iii 10+00 11+00 12+00 · ·····-········-·· .... · .. -···· ... __ ... 13+00 Mlf'HALT CONCRETE ",1' ! F i . O ,gll -~ ~ -1 in 1C ,u ~ ~ :cl ~1 ,,,." ii( co N 0 ~ -I "' "' -N 0 C') II V 0 u VJ co 0 0 N ..... V E ~ -0 0 / ~ 0 0 0 / 'o D.. ~I SMOOTH VERTICAL BARS HOOK CLAMP ANCHORED TO C.B. RISER 6" 12" MIN PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED 2" MIN _[_....------, RISER 6" MAX. REMOVABLE WATER-TIGHT COUPLING OF FLANGE FLOW AESTRICTOR ELBOW DETAIL NOT TO SCALE 3/4 DIAMETER SMOOTH BARS EQUALLY SPACED ( 4 O.C. MAX.) -1 I---15' (TYP) SEE NOTE 1 PLANYfiYI NT8 LOWER STEEL BAND 3 / 4 X 4 WIDE FORMED TO FIT IN GROOVE OF C.B. RISER UPPER STEEi: C,B. RISER TYPE 2 CB 48" BAND 3/4X4 WIDE 4 HOOK CLAMPS EVENLY PLACED SEE DETAIL BELOW PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. LOCATE STEPS DIRECTLY BELOW 3/ 4 DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) OVERFLOW EL.= 501.30 STANDARD GALVANIZED STEPS OR LADDER DETAL HOOK CUW NT8 eemJQNA-A NT8 ~O~lir~NSIONS ARE FOR ILLUSTRATION ON 54" DIAMETER CB. FO~ DIFFERENT ., DIAMETER CB"S ADJUST TO MAINTAIN 45' ANGLE ON "VERTICAL BARS AND 7 O.C. MAXIMl)M SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PART$ MUST BE CORROSION RESISTANT; STEEL BARS MUST BE GALVANIZED. 510 3 THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO • ROADWAY CROSS-CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION , . /' A / _________ .....:: __ ::: RATHINAM SHORT PLAT POND DETAILS LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST .,,.--- 1YPE 3 CHAIN LINK FENCE PER DETAIL THIS SHEET .,.._ ---- 9 MAX. WATER SURFACE EL=~1.00 I I TOP DEAD STORAGE EL*4118.2\I f T-41 ' \ I I I I I I I I I ~ I A 10 LF 12" SD o 2e.oo,i: 39 LF 12" SD 0 0.54" • I -------' --------~ ----------------------------------------------.~~------------------------------------------------~~--EX. UTILITY POLE TO ·, ',, BE RELOCATED. SE 192ND ST. '\ ')COORDINATE W/ P.S.E. \t. S89'40'54"W )J21.64'(MEAS.) S89"40'54JW 1322.JO'(PLAT) ,/ / / ,]\,./ 0---- POND PLAN VIEW SCALE: 1 "=20' 510 510 ··.·····.··· 4 ~~~iE6JB2~ 1:iRl~/ft~i:\JsE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY. FOR •• PROPQSED GROUND i • • • ••••• • ' • ••• zEX, GROUND • i ' . c:: ;;;;:;~IG;;:~;:~;WING;;~K~;~~. 506 ~. . . ~ : =~=~: =cc-->--~ ~F==~ i ~~\ .:::::1;711':.::.::,.,.::...::;.:;.::::..:::...::~;.;:_.::...:.~;..:...:....:..:....;;;;;;__________ . • 'S-t: • : • , • • • • • \ • ............. . NOT TO SCALE CALL BEFORE YOU DIG 1-800-424--5565 o.o.e;.s. ... s--<(- Completion Date f-lj,. f)/, Completion Dote !DUTY COlfUCT NPll' QAUTIONi THE CONTRACTOR SHALL BE RESPOllll~FOR VERIFYING THE LOCATION,_,l)IMENSI0"!1AAND DEPTH OF ALL EXISTIN(1 UTILITIES WIIETHER ON THESE PLANS OR NOT a I POTHOUNu THE UTILITIES ANO SURVEYING THE HORIZ AND VERIICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHAI..L INCLUDE CALLING UTIU!Y ilE e 1-800-424-5555 AND THEN POTHOLING ALL oF THfr EXlSTING UTILITIES AT i.'.&f~sun~SAICJl~lffil& ~ PsWS~i THESE f~FJ 11 ~EDORUP~ ~IF! PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR. THE CO . SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLW ALL PROIILEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHAI..L BE FULLY RESPONSllll.E FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT Of NATI/IW. RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT WAY BE AFFECTED BY CONSTRUCTION ACTMTY PURSUANT TO WAC 332-120. N'l'UCAllONS MUST BE COMPLETED BY A REGISTERED WID SURVEYOR. APPLICATIONS FOR PERMITS TO REMM MONUMENTS WAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, ~ BY CONTACTING THEIII omcE BY lELEPHONE AT (206) 902-1190, WASHINGTON STATE DEPARTMENT Of NAlUAAL RESOURCES PUBLIC WID SURVEY OffiCE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 986()+-70(!0 UPON COMPLETION OF CONSTRUCTION, AU. MONUMENTS DISPLACED, REMOVED, OR DESTROYED $HAI..L BE REPLACED It/ A RGl$lERED I.AND SURVEYOR, AT THE COST AND · AT THE DIRECTION OF THE CONTRACTOII, PIJIISUAl'T TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT O'I !IND MONUMENTATION SHAI..L ALSO BE THE -.-fc,,~.: . -----~-. • '."'~""' • J:o.e OF U'LE...STOIWlE...:EL•Pll.Lll.0. v'. ·_·_ • • • •-' -• • . _· _· ' _·_· • .... · · · 500 ....•.....•........ ~ ...... · .. · t ·· .. :•··•·.·•··•··•··•··•······:·~·····~~~1~~~fr.··· . . , .. TOP Of" DEAD STORAGE. , · · .· : ·~t • · · · ·. · ·· :....'....:. · .· · .·~ ~-1 · · · · · · · · EL-ff&,20· · · · · · · · · · . ..,..,.,,.. ·: ·. · · · · · ·: · · · · . • • • • • , • • • • • • . . • ' . . • LOWER BERM: E~=497 ,20 : • • • 495 .. · •••• ?-7·•····•·•· ct, •4\ : c~~2 i TOP HINGE (180' SWING) 0'0'> BOTIOM HINGE -t (180' SWIN~) I . . . . . . TOf' OF SEDIMEl',IT · STORAGE ELm494.20 • • • • • • • • l . · IIOTIOM · OF POND · · . ' . . . EL.;493.20 .. · BOTTOM · OF POND · .... • EL.-411'4!.20 . ,8 ~r 81~ '"'Ii '------------1--------------~---------~ o+oo POND SECTION A-A SCALE: 1"=20' H. 1"=5' V. ··/{//(/)0\ 12" ROUND SECTION CONCRETE Cl.ASS C 16" 1+00 12" ROUND SECTION CONCRETE Cl.ASS C TYPE 3 CHAIN LINK FENCE GA TE NOT TO SCALE 506 · TOP OF UVE:STOAAGE ....... :.. FLOW CONTROL : : 506 ''r""''"'l ! :: _:_~cc~ ~-·· :~~-.:~:··:~~-:~~:::· ··1 50()TOP OF~ ~ORAGE..c... .... ·-· ~ 1~~H ~~~r~----'. ·!--·-'·-·-·~· -· ·~1 j 50() E "4911,~0 • • ·C~LL2· 495 495 ..... . 0+00 POND SECTION B-8 SCALE: 1°=20· H. 1"=5· V. '<(<: ,'-. .. 3' -TYPES 1 & 3 2-TYPES4&6 END, GATE. OR CORNER POST BRACE RAIL // /, /, _ _/7~' TWISTED AND - BARBED SELVAGE . TYPE 3 CHAIN LINK FENCE NOT TO SCALE BRACE POSTS LINE POST ' STORMWA TEA STANDARDS DETENTION LEVEL 2 FLOW CONTROL COMBINED DETENTION/WATER QUALITY POND TOP OF DETENTION LIVE ST0RAGE=501.00 BOTIOM OF LIVE STORAGE=498.20 VOLUME REQUIRED-16.100 CF VOLUME PROVIDED-17 .525 CF WATER QUALITY BASIC WATER QUALITY STATIC WATER SURFACE=498.20 BOTIOM OF WATER QUALITY=494.20 VOLUME REQUIRED-6.478 CF VOLUME PROVIDED=14,868 CF AS-BUILT VOLUME PROVIDED--__ _ f----------1--CIRCUMFERENCE LENGTH=2.0 FT. (MIN.) . 1 , . .. ' . 9" . JAILHOUSE WINDOW DETAIL SCALE: 1 "=2' H AND OIL SEPARATION EL=501.00 PIP SUPPORT OTHER DEVICE APPROVED BY ENGINEER INVERT EL=498.20 RESTRICTOR PLATE N. W DRILLED ORIFICE #1 EL.=496.20 . . . <I. . ' ... .• ~. . EL=501.00 \ ..,.._=---. 54" . ·~ . . ' . ' .. ORIFICE= 1.25" ¢ ' . ....,___,,,_,__ ___ , ... --~· ',i , 1 : • .• ) ··,i MH *10, TYPE Jll-54' SCALE: 1 "=2' H RIP RAP PAD DETAILS ' ALL FF RAP PADS 8HALJ.. B1i: 7 WDE X 8' LONQ X f DEEP, IJ8INQ Tt£ CIIADATIPN 8PECF1EO BELOW: PROVIDE VERTICAL BARS IN FRAME AT 4" O.C. FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM=502.00 PROVIDE VERTICAL BARS IN FRAME AT 4" 0.C. FOR CIRCUMFERENCE LENGTH = 2.0 FT. (MIN.) INVERT EL=498.20 NOTES: 21 l PIPE SIZES & SLOPES. SEE PLANS. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: A) CORROSION RESISTANT OR GAL - VANIZED OR ALUMINIZED TYPE II, 8) IF GALVANIZED STEEL PIPE. HAVE ASPHALT TREATMENT I. 4) FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE 11 CATCH BASIN MINIMUM. RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL (l~EO WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEYE 100" OR MAXIMUM STONE SIZE a• PASSING 6 INCH SQUARE SIEYE 40-60ll: OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEYE 0-1 o,i: OR MINIMUM STONE SIZE 2" l TWISTED AND ' BARBED SELVAPE CHAIN LINK FABRIC TENSION WIRE PULL POST BRACE RAIL BRACE POST TENSION WIRE ' ij ] 0 a C 0 a 0 "' cX N ,11 :e ·c ~ 0 ~ :,: "' II • ~ a. I ..,. N ~· I ..,. "Q 0 0 0 L "Q 0 1--------~'i! ~ G 'q" -" E lo -~ : z .c -" :i= Ill 0 -, 00 ~ 0 lt)I ~ 0 0 (/) N N ,n 0 0 N "-N N "-N -/ ~ 0 0 0 RESPONSIBIUTY OF THE CONTRACTOR, L--------------..L--------------------------------------------------------=..:~:....:_=-.iL___J.......__::::u ~\Ce\ D ol o=tERAL NOTES: LAST UPDATE 1/29/99 1. ALL CONSTRUCTION SHALi, BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ) KING COUNTY ROAD STAflDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM AND THE CONDITIONS Or' PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM TH~ ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFl<;Al.,LY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, PC,). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'~ CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. (WSDOT 2-06.3.) 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "rRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 15. BERMS FOR PONDS GREATER THAN 6 FEET IN HEIGHT ARE CONSIDERED EARTH DAMS. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO OBTAIN DESIGN APPROVAL FOR THE PROPOSED DAM FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (DOE) PRIOR TO CONSTRUCTING THE DAM. 16. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 17. IT SHALL BE THE OWNER'S AND CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES DURING CONSTRUCTION. Dfl.At4AOE NOTES• LAST UPDATE 1/29/99 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE DDES PRIOR TO THE PRE-CONSTRUCTION M[ETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSOOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK. SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSQCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013,2-018,2-019 OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). , 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING No. 2-001.) 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4" -8"/ 40%-70% PASSING; 2''-4" ROCK/30%-40% PASSING; AND 2" MINUS ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(8) DRAWING NUMBER 2-024. 8. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STU6-0UTS 9. SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOT-HIGH, 2'' X 4" STAKE MARKED "STORM" OR "DRAIN." THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNOERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. O. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAJNTAINED BY THE LOT HOME OWNER. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED (UNLESS OTHERWISE NOTED): A. POLYVINYL CHLORIDE (PVC) SEWER PIPE. (SOR 35 OR THICKER) B. SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR ASPHALT-TREATED STEEL). 16 GAUGE WITH 3/4" X 5/8" ON 12" CENTER. RA THINAM SHORT PLAT GRADING AND STORM DRAINAGE NOTES AND DETAILS LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST DRAINAGE NOTES (CONTINUED): C. ADS TYPE N-12 (OR EQUIVALENT) HIGH-DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AASHTO M-294. D. DUCTILE IRON PIPE CLASS 50 OR 52. E. MINIMUM PIPE COVER SHALL BE 2.0 FEET. (1.0' IF DUCTILE IRON PIPE IS USED) F. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1. PIPE JOINTS MUST BE OF THE SAME MATERIALS, ANO 2. WHERE A PIPE MATERIAL IS SPECIFlCALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. 1/8' BEND (6") 6" PVC LENGTH AS REQUIRED 6" PVC f EXTENSION OF 6" PVC OR CAP END ~~.!..,_J-: : ::s 6" X 6" WYE ROOF DOWNSPOUT CLEANOUT DETAIL NOT TO SCALE [ 1" CHAMFER 4 SIDES I RECYCLED ,PLASTIC OR TIMBER' ---8" X 8" X 4'-o" 1 /8" MIN. THICKNESS GALVANIZED STEEL OR ALUMINUM. INTERIOR SIDE DIMENSIONS 1 /4" GREATER THAN POs'r-~ DIMENSIONS 24" REMOVABLE BOLLARD SECTION A A ' <O I N 1 /~" GALVANIZED EYE BOLT W /WASHER AND NUT. RECESS N T AND PEEN BOLT THREADS. I 500# MIN. TEST GALVANIZED CHAIN ANCHORED IN CONCRETE ' (0 I N NOTES: FLUSH 1. RAMP AND APPROACHES HAVE MINIMUM 32 IN. CLEARANCE FROM OBSTACLES INCL. HYDRANTS, POLES, AND INLETS. FLUSH Q) RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE DETAIL BELOW.) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO DR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3-006. RAMPQ) TEXTURE ~1t -s j N en - 1 ' G) LANDING SHALL BE MINIMUM 4 X 4'. (REFER TO FIG. 3-008.) 6. RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLOR,NG MUST BE AN INTEGRATED PART OF THE RAMP. SQUARE PATTERN PARALLEL ALIGNMENT 12:1 - 1 o· 6' 4' MIN. GRADE BREAK & 3/8" EXSPANSION JOINT 4" THICK CEMENT CONCRETE SIDEWALK SECTION-VERTICAL CURB 1 O' 6' 4' MIN. 12:1 RAQE BREAK & 3/8 EXSPANSION JOINT 5" THICK CEMENT CONCRETE SIDEWALK SECTION ROLLED CURB J 2.3s· L ~ 1 ···· ~ , .•. ---1 I- SECTION PLAN TRUNCATED DOMES RAMP IN VERTICAL CURB NOT TO SCALE 13" R PAVEMENT WIDTH --j 10" 2" ( . .. ., . .(1 • ' 2% ... .. . "· .. o4 • ' .. • ' ~-. 4 • ' • • ' . " ' ~ • • 12" 24" CEMENT CONCRETE ROLLED CURB AND C1UTTER • 4 . • 1 ' TYP. BOLTS: ii, PER JOINT 1 /2"X 3 LAG SCREWS GALV. VARIES 2' MIN. BQARDS: 8 X 1" OR 12"X 1" ' 0 N z 0 ~ ,___"'--1.1? ;,., POSTS: 4"X 6" MIN. PRESSURE TREATED OR CEDAR PAINTED WHITE. STRIPE NOTES: ORANGE & WHITE IF TEMPORARY. RED & WHITE IF PERMANENT. REFLECTOR I ZED SLANT DOWNWARD, RIGHT OR LEFT, IN DIRECTION TRAFFIC WILL PASS. SLANT BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENOS. WIDTH 6" EXCEPT 4" IF RAILS ARE LESS THAN 3' LONG. SLANT DOWNWARD TO MIDDLE AT END OF CLOSED ROAD. SEE SEC. 5.07 ANO MUTCO SEC.6C-8. BARRICADE NOTES: TYPE I . WIDTH OF RAIL 8" MIN. 12" MAX. LENGTH OF RAIL 2' MIN. HEIGHT 3' MIN. TYPE OF FRAME DEMOUNTABg OR HEAVY A' FLEXIBILITY ESSENTIALLY \ MOVABLE NOTE: FOR DIMENSIONS NOT SHOWN, SEE TABLE. II Ill 8" MIN. 12" MAX. 8" MIN. 12" MAX. 2' MIN. 4' MIN. 3' MIN. 5' MIN. LIGHT "A" POST OR FRAME SKIDS PORTABLE ESSENTIALLY PERMANENT FIXED (PERMANENT) TYPE III BARRICADE NOT TO SCALE . ' .. ' . •• 4 .. PAVEMENT WIDTH ---l-----'1ce2_" --..J--~6c.."_ EXPANSION JOINT • 0.02 FT/FT ' •• ·' \ ' "' ' N ' • • • 1" R ' (0 ' ' 18" CEMENT CONCRETE VERTICAL Cl.HI ANO QUTTER ' , . NOTES: STANDARD KING COUNTY CURB DETAILS VARIES 7 NOT TO SCALE 1" R ,0.02 FT/FT 1 . RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. REMOVABLE BOLLARD .El.At, r:::c::::oNTRACT==oR=-s=-HALL:::-:--:BE::-:-FU::-:LL--Y-:RE::s--Po--Ns--1B-LE-Fo_R_o_BT_AIN-IN_G_P-ER_M_ITS-FR-oM-TH_E ____ _J CALL BEFORE YOU DIG 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. 6. SEE SEC. 5.08. 7. MIN. 50" SPACING ON TRAILS LESS THAN 1 O' WIDE. 60" SPACING ON TRAILS 1 O' OR WIDER. REMOVABLE BOLLARD DETAIL NOT TO SCALE ll11,ITY C9NB ICI NOJB CAIJTIONc THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF All. EXISTING UTILffiES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILffiES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING • All. OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS Of SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION IF COl,!FLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN ' CONSULTING ENGINEERS, INC. TO RESOLVE All. PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING ANO REPLACING All. SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 1-800-424-5555 ACTIVITY, PURSUANT TO WN:. 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED I.AND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOUR<;ES, OR BY CONTACTING THEIR OffiCE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT Of NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 W~HINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED REMOVED OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE 'cosr AND AT THE DIRECTION Of THE CONTRACTOR, PURSUANT TO THESE REGULATIONS THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY Of THE CONTRACTOR. - H. NDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion ;; ] C c 0 u .~ (/J 0 X ~t' :Jo., "(' X ~c$, Date ~e Date C ~ 'q' ,, E co ~ z ,, :i::: 0 .., I ~ ~ z z J t ·o N1, ,s, ,j, .. ,,,. -; " z w C, ~ .... "" i co~"' ClO l 0 5i ~I 0 _c -II V 0 0 V) © E t ~ 0 0 ~ • D 0 I "" co / " 0 0 0 / Q. C: JJt~·· -~ ~cf-' > l ,; ' ,, · i"' , t!t,tt~i RA THINAM SHORT PLAT 8 ~ ~ ~ . . . '~!!f;; i' DETAILED SIGNIFICANT TREE RETENTION PLAN SIGNIFICANT.Tfttl!E ~ETENTION PLAN NOTES, PLANTING and MAINTENANCE SPECIFICATIONS ~ ~ SIGNIRCANT ·TREE RETENTION PLAN N01ES: • PURSUANT TO KCC 21A.38.230 OR KCC 16,82.156 AN APPROVED SIGNIFICANT TREE RETENTION PLAN IS ON FILE WITH KING COUNlY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERV1CES (ODES) RECORDS CENTER, ON SHEET C7 OF THE APPROVED ENGINEERING PLANS NUMBER L0450003, LOTS 1 THROUGH 9, WITHIN THIS PLAT CONTAIN TREES THAT MUST BE RETAINED PER SAID APPROVED TREE RETENTION PLAN. AN< PROPOSED CLEARING, GRADING OR CONSTRUCTON ACTIVITIES THAT WILL (OR MAY) IMPACT A SIGNIFICANT TREE WITHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNlY ODES LAND USE SERVICES DMSION AND/OR SUCCESSOR, FOR COMPLIANCE WITH SAID TREE RETENTION PLAN. THE CURRENT LANDOWNER AND FUTURE LANDOWNERS .SHALL MAINTAIN AND PROTECT SAID TREES ANO SECURE PERMITS AS REQUIRED TO PERFORM AN< MAINTENANCE AND/OR SECURITY ACTMlY SUCH AS HAZARD TREE REMEDIATION. • KCC 16.82. 150D APPLIES TO THE SUBJECT PROPERTY. THEREFORE. CONSTRUCTON WORK INVOLVING SOIL DISTURBANCE. GRADING AND FILLING OF THE SITE, INCLUDING INDMDUAL RESIDENTIAL BUILDING PAD PREPARATION, IS PROHIBITED FROM OCTOBER 1 THROUGH MARCH 31, UNLESS OTHERWISE APPROVED BY KING COUNlY ODES OR ITS SUCCESSOR AGENCY, CONSISTENT WITH THE PROVISIONS OF KCC 16,B2.150D. • THE PERMIT APPLICANT SHALL DETERMINE THAT THE FINAL TREE RETENTION PLAN DOES NOT INCLUDE SIGNIFICANT TREES UNABLE TO SURVIVE MORE THAN TEN YEARS AFTER THE DATE OF PROJECT COMPLETION. • SIGNIFICANT TREE PROTECTION: 1. PRIOR TO Nff CLEARING ALL TREES TO BE RETAINED SHALL BE FLAGGED, 2. PRIOR TO GRADING AND THROUGHOUT CONSTRUCTONS, A TEMPORARY CHAINUNK OR PLAS11C NET FENCE SHALL BE USED TO IDENTIFY THE PROTECTED AREA OF AN< SIGNIFICANT TREE DESIGNATED FOR RETENTION. THE HEIGHT OF SUCH FENCING SHALL BE ADJUSTED ACCORDING TO THE TOPOGRAPHIC AND VEGETATIVE CONDmONS OF THE SITE TO PROVIDE CLEAR VISUAL DELINEATION OF THE PROTECTED AREA. THE SIZE OF THE PROTECTED AREA AROUND THE TREE SHALL BE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER MEASURED FOUR FEET ABOVE THE GROUND. • AT NO TIME DURING AND AFTER CONSTRUCTION SHALL THE FOLLOWING BE PERMITTED WITHIN THE SIGNIFICANT TREE PROTECTION AREA: (A) IMPERV10US SURFACES, FILL. EXCAVATION, OR STORAGE OF CONSTRUCTION MATERIALS (B) GRADE LEVEL CHANGES, EXCEPT IN LIMITED CIRCUMSTANCES WHERE PROPOSED IMPROVEMENTS USING PERMEABLE ATERIALS ARE DETERMINED BY AN ARBORIST TO BE NON-DETRIMENTAL TO THE TREES ROOT SYSTEM. • SIGNIFICANT TREE MAINTENANCE: (a) ALL SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE LIFE OF THE PROJECT INCLUDING MONITORING (b} ALL SIGNIFICANT TREES SHALL BE PRUNED AND TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDmON OR TO PREVEITT PRIMARY LIMB FAILURE. THIS REQUIREMENT SHALL NOT BE INTERPRETED TO ALLOW: ( 1) TOPPING OF PRIMARY STEMS (2) PRUNING THAT RESULTS IN THE LOSS OF 20 PERCENT OF VEGETATIVE MASS (3) CUTTING OF MAJOR ROOTS, EXCEPT IN PREPARATION FOR TRANSPLANTATION OR AS DEEMED NECESSARY AND/OR ACCEPTABLE BY A CERTIFIED ARBORIST (4) WITH THE EXCEPTION OF DEAD, DISEASED OR DAMAGED TREES SPECIFICALLY RETAINED TO PROVIDE WILDLIFE HABITAT; OTHER DEAD, DISEASED, DAMAGED OR STOLEN PLANTING SHALL BE REPLACED IMMEDIATELY OR THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. NOTE: ALL TREE'S TO BE REMOVED, PRUNED, OR LIMBED FROM PUBLIC RIGHT OF WAYS REQUIRES A RIGHT OF WAY USE PERMIT FROM THE APPROPRIATE PUBLIC AGENCY AND NEEDS TO BE SECURED AND SUBMITTED TO KC DOES PRIOR TO AN< CLEARING IN THESE AREAS. (CONTACT BERNARD THOMPSON FOR CLEARING IN KING COUNlY RIGHT OF WAY AT TELEPHONE NUMBER 206-296-0887 OR E-MAIL BERNARD,THOMPSONOMETROKC.GrJ./. PLANTING SPECIFICATION PLANTING FOR REPLACEMENT OF SIGNIFICANT TREES CAN BE PERFORMED BY THE PLAT DEVELOPER OR FUTURE BUILDER. IF THE BUILDER IS TO PERFORM THE PLANTING AS REQUIRED BY KCC 21A.38.230 OR KCC 16.82. 156, IT MUST BE STATED IN WRmNG IN A CONSPICUOUS LOCATION ON THE FACE OF THE DETAILED SIGNIFICANT TREE RETENTION PLAN. THE BUILDER MUST BE MADE AWARE BY THE PLAT DEVELOPER . ,THAT PLANTING OF REPLACEMENT SIGNIFICANT TREES WILL BE THEIR RESPONSIBILflY. A LETTER TO THAT AFFECT SHALL BE SUBMITTED BY THE PLAT DEVELOPER TO THE DOES LAND USE INSPECTOR AT THE TIME OF PLAT RECORDING. FUTURE BUILDING PERMITS ON LOTS REQUIRING PLANTING OF REPLACEMENT SIGNIFICANT TREES SHALL NOT BE FINALED NOR FINAL OCCUPANCY AWARDED UNTIL THESE TREES HAVE BEEN SUCCESSFULLY PLANTED/MONITORED AND THE CONOmONS OF THIS SIGNIFICANT TREE RETENTION PLAN MET. ... , . ·. ' .·:--> '·,, \ ' PART 1.:.. PWmfl9, $Plt:iFiCAtloNS ' . . GENERAL CONDITION~ . i . . . . ~ : ·:.::· ' .... ,!· {', ' .\- • IN. . '!REE':,;,.;~,-.. TI9,N. PLANTING AREAS, THE LANDSCAPE C()Nll!ACT()Jl.i'.D. Ol';R / BUILD~ SHALL REMOVE WEEDY OR EXOTIC INY~NE $.pp.~fl I . . (E../J •. SCOT'S B. ·.~OOM, ENGLISH IVY, HIMALAYAN AND ~ ': SlAcKBERRY, REED CANARYGRASS, PURPLE ~l~/:,ij¢Q~.' BINDWEE_O'' (MORNING GLORY), JAPANESE K~01WEEO; .IW#liA Tl:IJs:rt£, AND ()REEPING NIGHTSHADE) BY MANUAL O!l. tHEMl()Ali WAA~ l!HIS MUST' BE PRE-APPROVED BY KING COUNlY ODES) PRIO~ t0 rutft INSTALLATION. ~'Y.r .. . · . .;.i ,' ..:, . ;,.,,.kl., .::, . ·, <;- • ~CAPE': · ¢CDNR/DEVMP~/BU1LDER SHALL VERIFY THAT PI.ANt. . . IN$t'All.A. . 0. , (:ONDmoNS] ARE SUITABLE WITHIN THE PLN(tiNG ' AR • >Atff UNSAT1$1"ACTORY CONDmONS SHALL BE cot!~~,: RIOILi TO STARf OF WORK. WHEN CONDmONS D.tTII.IM. ENTN,:,. :1···.: .. LMf. .....• ;i;. ··, .. GROWTH AhE ENCOUNTERED, SUCH AS RUBBLE FIU.. · ADVERS . 1111Alrn,E CONDmONS, SIGNIFICANT VEGETATION, CIB. OBSIBU .. ; s; • Tf!E LANDSCAPE CONTRACTOR/DEVELOPER SHALL N011t'Y KQ · ·•. . PRIOR TO PLANTING. BEGINNING OF WORK CON$TITUTE$ ·. QEPTANCE OF CONbmoNS AS SATISFACTORY. ', .' ·/'.<1:;_"\:.: ,: -' >· ,•' , . ''i • Pi)NTS iNsr~ .. , . •· IN iJNDISTURBEQ AREAS SHALL BE INTEGRATED wtn,r . EXlsfi.flQ ;, TIV( VEGETATION:'' AND PLANTED IN A RANDOM, NATURALIS!1C /111 N, LOCATE/sfAKE~i;~w:,;~t; ARcM .,.._ · . ·: .. ~\}V~ ... .i, ·. * LAN~CAPr' e.(! . . . .. R/OEVELQPER/BUILDER SHALL FIEl,D LOCATE, ST~E. ~I) FY eWffiNG ARps AND CONFIGURATIONS PRIOR TO PJ,.AkriNGl'\H~; fl./lU;"APPRO~!MATE WHAT IS SHOWN ON THE DOES APPROVED .. /'.\. . NIFl®lf TREE RETENTION PIJ.N. ALL RE'f'l~IONS/ . ES: liHALL.,,BE PRE-APPROVED BY, ODES AND OOCUMENttO. . . IIECbRDINttAT FINAL PLAT APPROVAL . ·•:·.', ·t ,\ ·,, ·.';·. ,: ., APPROVE PLANTI~ i.f.ATIOM$ AND SPACING .. ,• :Y:,::-(~:·1..';_.· ..... _.;_:, . • P. I.ANTI.·. .~(t.'·.-.·~tioN.! $.HOWN ·of.i .e,LANTING PLANS ARE APPROXIMATE, SASED Qtt)~Cli'ATED SITE, CONDmONS. ACTUAL PLANTING ~OCATIONS , ~~,, VNt'f FROM 'THOSE SHOWN DUE TO . FINAL SITE 9QNDITION$',,s;,.:: AflO ,,, LOCATIONS OF EXISTING VEGETATION. NMRTH~J;. AM° ·:.VARIATIONS FROM THE PLANTING PLAN WILL REQUIRE PRl()~'Al'PltOI/AL BY. ~C ODES. '. .' .:t, _:'.-'..;~'.\ '·:.,::.. .•.·:: ... • ~IONIFiCAN:f tii~ SPA(ffNG SHA!f BE A MINIMUM OF FIFTEEN FEET (tO'J' OR :A!i .tfA~ ON THE .APPROVED PLANTING PLAtl.. SPACING SHAl,l. BE AJ>.tQI/ATE .to ALLOW SIGNIFICANT TREE'S ROOM TO EXPAND lHIIDUGH til(· .MtJiiE YEARS. . ·f {,.;/} ! '• { PART 2 "' l'Wit t.jATIRIAL,l:J'ANDARDS '. ' ,, • lANPSCAPE i' . "' . R/DEVELOPER/BUILDER SHALL EXAl,IINE PLANT MATERIAL I> , tcf;PLANTING. Afff MATERIAL NOT MEETING THE REQUIREO, $ . IFli:AtiONS SHALL BE IMMEDIATELY REMOVED FROM 'fl1t SITE . . •. MEPIA.C;ED WITH LIKE MATERIAL THAT MEETS THE REQUIREl), \ i ANbARfl.C. . PLANT MATERIAL SHALL MEET THE REQUIREM . ·.. . :'bF . UNlY. . , STAtt AND FEDERAL LAWS WITH. RESPECT to p, DIE . . D INFESTATIONS. INSPECTION CERTIFic:ATES, REQVIR~ .tf:.. : W, SFiALt... ACCOf.lPAfff EACH AND EVERY SHIPMENT AND ~.HALL Bf:~ .. · .. ' . !IMit!tb,_ TO THflANDSCAPE CONTRACTOR/DEVELOPER vPON RECr., ,.. , I' ,I''~ C MATERIAL THESE CERTIFICATES SHALL BE MAl>E AV~.:)}//~)'[, DOES AS REQUESTED F!f THE INSPl::CTOR. • ·.til.ANT ~tt.l!IH.$ $1W,l. BE LOCALLY GROWN (WESTERN WA, WESTERN OR, OR W~I( !Jc),~,·· H THY, BUSHY, IN VIGOROUS GROWING CONDmON, ~p··· .B .. £.J,,."'. .. . ED TRUE TO SIZE. NAME AND VARIETY. IF REPLAC.EM~ ·"' .. t>'ffF.:\~~nM.·1 • .. · :rERIAL IS NECESSARY DUE TO CON.STRUCTION DAMAGE .OR r~ . .J:.. AIW!e: WITHIN THREE (3) YEARS OF INSTAUATION, THE Sir, ~p~t~QUANTmES SHALL BE EQUAL TO SPECIFIED PLANTS . INDI~ ,•i ., 0~ ifE APPROVED PLANS. • \'IJ.NTS. }HA!,!: 9~ NURSERY GRO. WN, Will-ROOTED OF NORMAL GROWTH /INb HN!m.rt.l ,.· .. J. .. i'~ .. m .. EE FR. OM .DISEASE OR INFESTATION. l<C ODES RESERVE~ 'frl '.RIG!tt .,TO REQUl~E REPLACEMENT OR SUBS11TUTION OF Mir P~ 1,EME!l)NSUITABLE. ·,~.,./',l;" -~-. ,._ '::.,: •\ • Tllfts .•..• ' .· 1ft .. UNIFORM BRANCHING, SINGLE STRA1GH1'. TRUNKS AND. TAF; . . .. _ Ci• LEADER INTACT AND UNDAMAGED. !!Al.LED AND IIUl!LAPpEt),: . . .: $HALL HAVE BEEN ROOT-PRUNED AT " LEAST ONCE Wl1HIN ··ffit ,> . ~OUS TWO YEARS, AND THE PLANT STOCK SHALL fiAVE SEtff Ji 1N A CONTAINER FOR AT LEAST ONE FULL ROWING S~ON,,: '!; , ~N¢ • STOCK SHALL BE FULLY ROOTEQ BUT NOT ~;-~~,:,, . ff.o/~~:-~. DAMAGED ROOT ZONES OR BROKEN • ~FERi,.··1,·2···. ·.·.····~./ ... ·.: CHINiE ~is~RY N~= ~~N~.··. ~e::&HY, F:~. CRIGINAL C ., . :"ifAo'ER MUST BE HEALTHY AND UNDAMAGED. • i).Nbs~.<·.~.i · \'R/DEVELOPER/BUILDER SHALL SUBMIT A LIST QI' PW!f)~/i!'t!¢fl NAMES, ADDRESSES, PHONE , NUMBERS AND SlORAG~GRt>Wit«l LbcATION OF THE MATERIAL TO KC ODES PRIOR TO PIANTIN ,· .. SUBS1TMJON$ .. · • $tiasrmfl10~,; .tit. ~~ECIFIED PLANT SPECIES, SIZE OR C,ONDmON wt\.L Bl; 111.1.0WED ONLY WITH PRIOR WRITTEN APPROVAL FROM l<t DOES, ·;- LOCATED IN THE S.W. 1/4 OF THE S.W.1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST PART 3 -PLANT INSTAUATION SOIL PREPARATION/AMENDMENTS SOIL PREPARATION/AMENDMENTS • PRIOR TO INSTALLATION OF PLANTINGS, ALL CONSTRUCTION DEBRIS AND AN< OTHER NON-NATIVE MATERIAL SHALL BE REMOVED FROM THE MmGATION AREA. TREES AND SHRUBS SHALL BE PIT PLANTED AS SHOWN IN THE APPROVED PLAN DETAILS. A SOIL MOISTURE RETENTION AGENT (POLYMER) SfW.l BE INCLUDED IN PLANTING BACKFILL PER MANUFACTURER'S SPECIFICATION. • IN NON-GRADED PLANTING AREAS, PLANTING PITS SHALL BE BACKFILLED WITH A 50/50 MIXTURE OF IMPORTED, WEED FREE TOPSOIL AND THE NATIVE SOIL FROM THE PLANTING PIT. IN GRADED AREAS, PLANTINGS SHALL BE INSTALLED DIRECTLY INTO NEWLY PLACED TOPSOIL IMPORTED TOPSOIL SHALL BE A 3-WAY MIX ACQUIRED FROM AN APPROVED LOCAL SUPPLIER. • SOILMOIST, OR EQUIVALENT, SHALL BE ADDED TO THE TOPSOIL BACKFILL OF ALL PLANTING PITS. THE SOILMOIST SHALL BE HYDRATED BEFORE BEING ADDED TO TOPSOIL BACKFILL. MANUFACTURERS RECOMMENDED APPLICATION RATES AND USAGE SHALL BE FOLLOWED. • WOODY PLANTINGS SHALL BE FERTILIZED WITH A SLOW RELEASE (8 MONTH) HIGH NITROGEN, LOW PHOSPHORUS GRANULAR FERTILIZER (21 -3-7), WITH APPLICATION RATES AS SPECIFIED BY THE MANUFACTURER. FERTILIZER SHALL BE APPLIED AFTER PLANTING PIT IS BACKFILLED, AND PRIOR TO APPLICATION OF MULCH. FERTILIZER SHALL NOT BE APPLIED BETWEEN NOVEMBER AND MARCH. • OUTSIDE OF WETLAND AREAS, A 3 INCH LAYER OF MULCH (MEDIUM DOUG FIR BARK) SHALL BE PLACED AROUND THE BASE OF EACH NEW TREE TO A 35• DIAMETER FOR EROSION, WEED CONTROL AND MOISTURE RETENTION. • EXISTING NATURAL OR LANDSCAPED AREAS THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDmON, UNLESS IMPROVEMENTS OR MODIFICATIONS ARE SPECIFIED fOR THOSE AREAS. • LANDSCAPE CONTRACTOR/DEVELOPER SHALL EXERCISE CARE TO PROTECT FROM INJURY TO TRUNK, ROOTS, OR BRANCHES OF AN< TREES OR SHRUBS THAT ARE TO REMAIN. AN< LIVING WOODY PLANT THAT IS DAMAGED DURING CONSTRUCTION SHALL BE TREATED WITHIN. 24 HOURS OF OCCURRENCE. CONTRACTOR SHALL PRUNE WOUNDED PORTIONS OF PLANT IMMEDIATELY AFTER DAMAGE OCCURS, INJURED PLANTS SHALL BE THOROUGHLY WATERED AND ADDmONAL MEASURES SHALL BE TAKEN (;,S APPROPRIATE) TO ~D IN PLANT SURVIVABILflY, • GRADING: THE DUFF LAYER AND NATIVE .1oeso1L SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTEND PRACTICABLE. Nff DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ON-SITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRmCAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. AREAS THAT HAVE BEEN CLEARED AND GRADED SHALL HAVE THE SOIL MOISIURE HOLDING CAPACITY RESTORED TO THAT OF THE ORIGINAL UNDISTURBED SOIL NATIVE TO THE SITE TO THE MAXIMUM EXTENT PRACTICABLE. THE SOIL IN Afff AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MmGATE FOR LOST MOISTURE-HOLDING CAPACITY, THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1, REPLACED TOPSOIL SHALL BE A MINIMUM OF B INCHES THICK, UNLESS THE APPLICANT DEMONSTRATES THAT A DIFFERENT THICKNESS WILL PROVIDE CONOmoNS EQUIVALENT TO THE SOIL MOISTURE HOLDING CAPACITY NATIVE TO THE SITE. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN 8 TO 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. CLEAN UP • LANDSCAPE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE REMOVAL OF CONSTRUCTION MATERIAL AND DEBRIS ON THE SITE FOLLOWING INSTALLATION OF PLANT MATERIALS. ALL DEBRIS MUST BE REMOVED TO A LEGAL LANDFILL FACILflY. PART 4 -PLANT WARRANTY ANO MONITORING • LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER'S WARRANTY SHALL INCLUDE REPLACEMENT OF PLANTS (SAME SIZE AND SPECIES SHOWN ON THE APPROVED PLANS) THAT PRrJ./E EITHER TO BE MISLOCATED OR UNSUITABLE AS TO PLANT MATERIAL STANDARDS. EXCEPT FOR LOSS DUE TO EXCESSIVELY SEVERE CLIMATOLOGICAL CONDmONS (SUBSTANTIATED BY 10 -YEAR RECORDED WEATHER . CHARTS}, INSTALLED PLANT MATERIAL ARE REQUIRED TO BE GUARANTEED FOR THREE YEARS AGAINST DEFECTS AND UNSATISFACTORY GROWTH. PLANTS REPLACED SHALL BE REINITIATED UNDER PLANT GUARANTIEE CONDmONS. THE MONITORING PERIOD SHALL BE THREE (3) YEARS FROM INSTALLATION ACCEPTANCE IN WRmNG BY THE DOES INSPECTOR, PART 5 -FINAL ACCEPTANCE • UPON COMPLETION OF PLANTING, THE LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER SHALL PROVIDE THE DOES INSPECTOR WITH A SET OF CLEARLY MARKED PRINTS DESIGNATING THE ACTUAL LOCATIONS OF PLANTINGS WITHIN THE MmGATION AREA. LANDSCAPE CONTRACTOR/DEVELOPER SHALL KEEP A COMPLETE SET OF PRINTS AT THE JOB SITE DURING CONSTRUCTON FOR THE PURPOSE OF 'RED LINING' CHANGES OR MODIFICATIONS TO THE APPROVED PLANS AND SHALL UPDATE SAID INFORMATION ON A DAILY BASIS. • KC ODES SHALL APPROVE PLANTING LOCATIONS AS DEPICTED ON THE APPROVED REPLANTING PLAN, IF ITEMS ARE TO BE CORRECTED A PUNCH UST SHALL BE PREPARED BY THE ODES INSPECTOR AND SUBMITTED TO THE LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER FOR COMPLETION. AFTER PUNCH UST ITEMS HAVE BEEN COMPLETED, DOES INSPECTOR SHALL REVIEW THE PROJECT FOR FINAL ACCEPTANCE OF PLAN IMPLEMENTATION. AS BUILT SUBMITTAL ON PLATS PRIOR TO FINAL PLAT INSPECTON FOR RECORDING THE SIGNIFICANT PLAN TREE RETENTION PLAN PERMITTEE SHALL SUBMIT AN AS-BUILT SIGNIFICANT TREE RETENTION PLAN TO THE DOES INSPECTOR SHOWING ALL PLAN REVISIONS/CHANGES AND VERIFYING THAT THE DOES APPROVED SIGNIFICANT TREE RETENTION PLAN (APPROVED AT THE ODES ENGINEERING REVIEW STAGE) HAS BEEN COMPLETED PER PLAN REQUIREMENTS. THIS AS-BUILT PLAN SHALL BE REVIEWED AND APPROVED BY THE SITE DEVELOPMENT SPECIALIST/FORESTER THAT IT CONFORMS TO S0-22D AND CAN BE RECORDED. IF APPROVED THE PLAN WILL BE SENT BACK TO THE ODES INSPECTOR FOR FINAL PLAT INSPECTON PROCESSING. MmGATION MONITORING FOR SIGNIFICANT TREE SHALL COMMENCE UPON ACCEPTANCE AND APPROVAL OF THIS AS-BUILT PLAN AND LAST FOR 3 YEARS OR GROWING SEASONS. PART 6 -MAINTENANCE AND CONTINGENCY • MAINTENANCE WILL BE PERFORMED TWICE PER YEAR TO ADDRESS Nff CONOmONS . THAT COULD JEOPARDIZE THE SUCCESS OF THE MmGATION AREA. ESTABLISHED PERFORMANCE STANDARDS FOR THE PROJECT WILL BE COMPARED TO THE MONITORING RESULTS TO JUDGE THE SUCCESS OF THE MmGATION PROJECT. IF THERE IS A SIGNIFICANT PROBLEM WITH ACHIEVING THE PERFORMANCE STANDARDS, THE BOND HOLDER SHALL WORK WITH KC DOES TO DEVELOP A CONTINGENCY PLAN. CONTINGENCY PLANS CAN INCWDE, BUT ARE NOT LIMITED TO: REGRADING, ADDmONAL PLANT INSTALLATION, EROSION CONTROL, MEDIATIONS TO HYDROLOGY, AND PLANT SUBSTITUTIONS OF lYPE, SIZE, QUANTflY AND LOCATION. SUCH CONTINGENCY PLAN SfW.l BE SUBMITTED TO THE KC ODES INSPECTOR BY DECEMBER 31 OF AN< YEAR WHEN DEFICIENCIES ARES ON DISCOVERED. CONTINGENCY WILL INCLUDE MAN< OF THE ITEMS LISTED BELOW AND WOULD BE IMPLEMENTED IF THESE PERFORMANCE STANDARDS ARE NOT MET. MAINTENANCE AND REMEDIAL ACTION ON THE SITE WILL BE IMPLEMENTED IMMEDIATELY UPON COMPLETION OF THE MONITORING EVENT (UNLESS OTHERWISE SPECIFICALLY INDICATED BELOW). • DURING YEAR ONE, TWO AND THREE REPLACE ALL DEAD PLANT MATERIAL. • WATER ALL PLANTINGS AT A RATE OF 1 • OF WATER AT LEAST EVERY WEEK BETWEEN JUNE 15 -SEPTEMBER 15 DURING THE FIRST YEAR AFTER INSTALLATION, AND . FOR THE FIRST YEAR AFTER AN< REPl>,CEMENT PLANTINGS (C &: M). • REPLACE DEAD PLANTS WITH THE SAME SPECIES OR A SUBSTITUTE SPECIES THAT MEETS THE GOAL AND OBJECTIVES OF THE ENHANCEMENT PLAN, SUBJECT TO KC ODES APPROVAL • RE-PLANT AREA AFTER REASON FOR FAILURE HAS BEEN IDENTIFIED (E.G., MOISTURE REGIME, POOR PLANT STOCK, DISEASE, SHADE/SUN CONDmONS, WILDLIFE DAMAGE. ETC). • REMOVE/CONTROL WEEDY OR EXOTIC INVASIVE PLANTS (E.G., SCOT'S BROOM, REED CANARY GRASS, HIMALAYAN BLACKBERRY, PURPLE LOOSESTRIFE, ETC.) BY MANUAL OR CHEMICAL MEANS AS APPROVED BY KC DOES. USE OF HERBICIDES OR PESTICIDES WITHIN THE MmGATION AREA WOULD ONLY BE IMPLEMENTED IF OTHER MEASURES FAILED OR WERE CONSIDERED UNLIKELY TO BE SUCCESSFUL, AND WOULD REQUIRE PRIOR KC DOES APPRrJ./AL TREES AND SHRUBS SHOULD BE WEEDED TO THE DRIPUNE AND MULCHED TO A DEPTH OF 3 INCHES. ALL NON-NATIVE VEGETATION MUST BE REMOVED AND OUMPED OFF SITE AT AN APPROVED LOCATION. • CLEAN-UP TRASH AND OTHER DEBRIS. • SELECTVaY PRUNE WOODY PLANTS TO THIN AND REMOVE DEAD OR DISEASED PORTION OF TREES. PART 7 -PERFORMANCE BOND • TO ASSURE THE SUCCESS OF THE MITIGATION, A PERFORMANCE BOND WILL BE POSTED WITH KC DOES BY THE DEVELOPER/BUILDER FOR THET PLAN COST OF IMPLEMENTING THE MmGATION PLAN TO BE MONITORED FOR THREE (3) YEARS. IT WILL BE THE DEVELOPER / PERMITTEE RESPONSIBILflY TO REQUEST A FINAL INSPECTON AT THE END OF THE THREE (3) YEAR MONITORING PERIOD AND TO RELEASE THE POSTED BONO. ) ' l,, 1 I I 1 ~i ,.,. ,.,. 88 ~~ §§ ffi ffi Cl.CL 88 ~~ "'"' ~~ :,: :,: ~~ !E!E uu ~ o_ ~ .,._ 1 l l ( CALL BEFORE YOU DIQ: 1-800-424-5555 . KING COUNTY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Date JAMES H. SANDERS, P .E. Approval Date DEVELOPMENT ENGINEER Comments: O'TUTY CON=t.JCT NQTB ,. ~AUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,_plMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT 1,r POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONsrRUCTON • THIS SHALL INCLUDE CAWNG UTILflY LOCATE O 1-BOD-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILflY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 1CONSTRUCTON. , CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND ~EPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTON ACTIVf!Y, PURSUANT TO WAC 332~120. APPLICATIONS MUST BE COMPLETED BY A i~1~,.w&, ~~i~ w:~~~~N~I~R tiEi=~ ~r~~NUMENTS ~ESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. l f WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE · 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 \ UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR. \ DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND I' AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE , APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE \ RESPONSIBILflY OF THE CONTRACTOR. 00 6 :z :z j C D.. .I! i z a:: 0 ~ ~~ w w ~ l ~ ~ ~ [C - ~ ~ :am i F j a. i::: ti: ~ 0 ij ~~ :!: ~ Cl) w ~,B ~.· ' • l , ' 00 .; , ' I I 0 \ ....._1 ' o[' ~-==-=--===-----=-·-· -------------------------------------------------------------,..-------- J ,'! ' 1 ·,) :'": ., ,j . ;! 'I .l j ·, • '1 . ' '.i ·1 : ·i • I • I . ' . ' : ',,;. ! I / i ;:_ J .. ' ' . 'i :. -(,· I I . ·' ·~ . ~· .- / Jitjt~~r; :;:ittf RA THINAM SHORT PLAT oeT:AILE:D SIGNIFICANT TREE RETENTION PLAN FENCE COR. iS . '± W .. & 0.50 ± N. or PROP. COR i 'D 1 1 '2• IRON PIP£ 0.27' W. 45' S. OF CALC'D CORNER .. -------.... - SIGNIFICANT lREE REPLACEMENT GROWING EASEMENT LOT 8 PARENT PARCEL AREA: 98,008± SO. FT. (2.25± ACRES) NOTE: '• ·, ALL EXISTING STRUCTURE.$ ._..,.,.:=.:.c TO BE R[MOV/;0, SIGNIFICANT lREE REPLACEMENT ~~'"' GROWING EASEMENT . REPLACEMENT lREE, lYPICIL ·-r.ic·,· IS' 1 4 '~· T'... tr:,1 A': _ -_: ~ W. OF PROP •.. OR.~ ---o-<-=--o~ti-~ 5i0 . ........... ,. [ ____ . ....:., .. - and REPLACEMENT PLANTING "' LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST ' l.OT 7 j I j ·I / I / J . I -'-"--,~-.ij;-~ ---) ·---- / / CALL BEFORE YOU DIG: 1-800-424-5555 UTILITY CONfUOT NOTE: CAUTION: Tl-IE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION._p1MENS10~1 AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON TI-IESE PLANS OR NOT tn POTHOLING THE UTILITIES AND SURVEYING Tl-IE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONS1RUCTION. TI-IIS SHALL INCLUDE CAWNG UTIUlY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTIUlY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, Tl-IE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONS1RUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONS1RUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR omcE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY omcE 1111 WASHINGTON S1REET S.E. P.O. BOX 47060 OLYMPIA. WASHINGTON 98504-7060 UPON COMPLEllON OF CONS1RUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DES1ROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF Tl-IE CONTRACTOR, PURSUANT TO TI-IESE REGULATIONS. Tl-IE APPROPRIATE FORMS fOR REPLACEMENT OF SAID MONUMENTATION SHALL Al.SO BE THE RESPONS1BIU1Y OF THE CONTRACTOR. ----"<----E'-'·· %, .... tlSf;l/!.\f..I .. £:.D.,,.... _____ ......... <-Oo---~· .. / ___ _ ;Sae ~ t ·······---· ., · :g: SIT£ B£NCH¥,,AR1< SCT R.R SP,l<E IN U.P. £L. = 505. 11 U.S. FETT SEE SHEET C7 OF 8 FOR COUNTY NOTES, DETAILS AND SPECIFICATIONS FOR SIGNIFICANT TREE RE I ENTION, ' PLANTING, and MAINTENANCE OF SIGNIFICANT TREES and, REPLACEMENT TREES. REPLACEMENT TREES NAME Ables grondls / Grand Fir Abies lasiocarpcl / StJbaiplne Fir Calocedrua decurrens / Incense Cedar . ThuJa plicota / Western Red Cedar - Tsuga mertensiana / Mountain Hemlook-- ' NOTES: 1. Tijes to have a minimum caliper of 3• (7'/8' height, typical). 15' spacing, minimum. 2, Se• County Notes (C7 of 8) for planting and maintenance requirements. 3. The above list based on species native to W. Washington. Liat Is evergreen conifers due to CJYOilabillty, transplant survival potential, and compotlblli\y to urban maintenance. 1"•30' LOT 7 \ SIGNIFICANT lREE REPLACEMENT GROWING EASEMENT 0.7'± ¥.~ff--10' lYP, "~ vo,;, ' SIGNIFICANT lREE REPLACEMENT GROWING EASEMENT OVED JE irO CO ITIONS 1)-t l{ -7.oo S:- KI GCOUNTY LAND USE SERVICES DN. Ap;/UJu~IJ. tll 9L0A.L1 r, &,4,~ ...... Ii..(:£ Re,1 eA-»>fLoM. CuL? 1 SE 192ND ST. BOULEVARD LANE PARK SITE VICINITY MAP NTS SIGNIFICANT TREE INVENTORY and CALCULATIONS ~ T-13: NON-SIGNIFlCANT TREE TO BE REIAOYED, 1 TOTAL ~ (2 1 o• ALDERS) . ® SIGNIFICANT TREES TO REMAIN, 27 (EQUIVALENT) TOTAL CREDITS: (I) SIGNIFlCANT TREES TO BE REMOVED, 53 (EQUIVALENT) TOTAL THE FOLLOWING lREES LIE WITHIN UTILITIES, R.O.WAYS, OR BUILDING PADS. T-2: 18" FIR Pseudotsuga menzieaii T-3: 24" FIR Pseudotsuga menzlesil TAG f DESCRIPTION CONDmON SIZE, SHADE T-4: 30• LOCUST Robinia paeudoocacla T-5: 30' LOCUST Robinia pseudoacacla 2 1 2 2 2 2 2 2 2 2 2 T-6: 18" LOCUST Robinia pseudoacaclo T-8: 3 12•-24• MAPLES Acer macrophyllum T-14: 12• ALDER Alnua rubro !oregonal T-15: 12• ALDER Alnua rubro oregona T-16: 18" ALDER Alnua rubro oregona T-17: 2 18" MAPLES Acer macrophyllum T-18: 24 • MAPLE Acer macrophyllum T-19: 16" ALDER Alnua rubro (oregona) T-20: 18" ALDER Alnus rubro (oregona) T-21: 12• MAPLE Acer macrophytlum T-22: 14" ALDER Alnua rubro (oregona) T-23: 13" MAPLE tv;er macrophytlum T-24: 12• ALDER Ainu, rubro oregona T-25: 12" ALDER Alnus rubro oregona T-26: 12· ALDER Alnus rubro oregona T-27: 2 18" ALDERS Alnus rubro oregona T-28: 12• ALDER Alnua rubra oregona T-29: 14 • ALDER Alnus rubro oregona T-30: 20" ALDER Alnus rubro oregano T-31: 14" MAPLE Acer macrophyllum T-32: 12" MAPLE Acer macrophytlum T-33: 14" ALDER Alnua rubro (oregonal T-34: 16" ALDER Alnus rubra (oregona T-36: 16" MAPLE tv;er macrophyllum T-37: 18" FIR Pseudotsuga menziesii T-38: 32" COTTONWOOD Populus trichocarpa T-39: 24 • COTTONWOOD Populus trfchocarpa T-45: 2 24' COTIONWOODS Populus trichocarpa T-1: T~7: T-9: T-10: T-11: T-12: T-35: T-40: T-41: T-42: T-43: T-44: T-46: T-47: 30" LOCUST Robinia paeudoocacia Good; over f. R.O.W. 12' LOCUST Robinia pseudoacacia Good 13" LOCUST Robinia pseudoacacla Good 18" CHESTNUT Aesculus hlppocastinum Fair 32' LOCUST Robinia pseudoacacia Robinia paeudoocacia ·25• FIR Paeudotsuga menziesii Good; Split leader 22• MAPLE /v;er mocrophyllum Good 13" ALDER Alnus rubro !oregano~ Fair 15" ALDER Alnus rubro oregona Fair 20" ALDER Alnus rubro oregona Fair 16" MAPLE tv;er macrophyllum Good 18' MAPLE lv;er macrophyllum Good 2 18' COTTONWOOD Populus trichocarpo Good 2 36' FIR Pseudotsuga menziesii Fire, damage _,2=----- CREDITS TOTAL-27 \ CALCULATIONS SITE ARcA- TOTAL TREES INVENTORIED (SIGNIFICANT & OTHER)- lREES LOCATED IN R.O.W., OFF-SITE, ACCESS, 1SIZE & UTIUlY INFRASTUCTURE EXCWDED FROM COUNT- SURVEYED lREES IN PERIMETER LANDSCAPE AREAS- SURVEYED lREES LOCATED IN INTERIOR LOT AREAS- 2.25 ACRES 53 QUALIFYING SIGNIFICANT lREES-. ' SIGNIFICANT lREE RETENTION REQUIREMENTS/PLAN: PERIMETER LANDSCAPE: 1 INTERIOR BOUNDARIES AT 100 PERCENT RETENTION- PROPOSED RETOOON -. ~' (34 lREES) 15 lREES 4 TREES 11 lREES S1REET PERIMETER -1 TOTAL; AT 75 PERCENT REIDlllON-1 lREE 19 11 lREES PROPOSED RETOOON -; 1 lREE ~ STATE OF /\ ~ WASHINGTON ~\6 AREAS INTERIOR OF PERIMETER LANDSCAPE-I RESIDENTIAL ZONE (R-6) RETOOON AT GREATER OF: I REGISTERED .,; ~ ~ LL 0 ~~ "' "' "'"' g8 _J~ ls ~~ ::, 8~ ffi~ 0."' ~~ ::c ::c ~~ :co ~~ :co ., ., ~ ~ ,..._ 1. 20 lREES PER ACRE -1 2.25 ACRES x 20 = 45 TREES 2, OR, 10 PERCENT OF SIGNIFICANT lREES-'.I 1 Q,C x 19 • 2 lREES USE: j 45 lREES lREE CREDITS-' ~R~HITECT , UCE McCROR~ CERTIFICATE NO,~ ~ (VALID ONLY WllH S1GNA1URE) CREDITS~. 1 2:1 RATIO (SIZE)-9 x 2; 2) 1:1 RATIO-1 x 1; SUBTOTAL-19 lREES CREDITS: 1 2:1 RATIO (SHADE)-4 x 2[ SUBTOTAL-8 lREES TOTAL SIGNIFI lREES REQUIRED-l 45 lREES TOTAL SIGNIFICANT lREES RETAINED (WITH CREQITS)-27 lREES REPLACEMENT lREES REQUIRED: / 18 lREES 3• CALIPER OR GREATER AT 2" DBH CREDl1 PER 1• -18x12• (216/2)/3• 36 lREES (MAX.) LESS THAN 3• DBH AT 1:1 RATIO CREDIT-i 18x12• 216 CALIPER INCHES (REQUIRED SIGNIFICANT lREE IS BASED 9N 12-INCH DIAMETER EACH, FOR REPLACEMENT.) ' 1 j ' \ \. KING COUNlY D.D.E.S. C 0 ·;i -~ "' t ~ ~ 1 0 z I \ l Review Engineer Completion Dote \ Review Engineer Completion Dote j 0.. z L. 0 if ~ C, I- w 0 ~ !z :c 0 w en ~ <( ~ ~ en Q~z w ll. j -0 ~ 0.. ~ 0 ci5 ~ 0 ,, ~ i . -I <( 1,1 ti:i FO ~ co -Ap-,----,-1 °""o"""'"t --1 1l:iE JAMES H. SANDERS, P.E. ~ prove a e DEVELOPMENT ENGINEER , ' i d,. 1 . \ /I Comments: ·, , \:ii) ~ DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. I I I I a- [I] ""' 33' R/W ' . ,, ". " ~ ,-~ " ;el ' .,, ' RATHINAM SHORT PLAT, KING COUNTY, WASHINGTON A PORTION IN THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23N, RGE 5E, W.M. I I §'I I ...::i I J I ~I Cl::'. w I-~k <( s ~f 0 ' r=l w ~I (I) 0 Q_ 0 CALL 72 HOURS BEFORE YOU DIG 1-800-424-5555 a:/ O::'. ~I Q_ I PROPOSED R/W LINE I 0 25 SCALE IN FEET SCALE: 1" = 20' 50 NOTE: CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING (206) 263-6110 AT LEAST 3 BUSINESS DAYS PRIOR TO STRIPING TO COORDINATE CHANNELIZATION LAYOUT AND SIGN INSTALLATION. ,. 2 • RJ5• ' . 8" WHITE THERMOPLASTIC R = 20' 9+65, 0 LT; ABANDONED WATER::\_ - _BEGIN_J."._D0~1*ooELLOVLLINE._(MAfCJ:1_EX!S1LN.G)_ _ -----------H+OO---;:::: 11+23, 11' LT; EN°/ 4" W ITE EDGE LINE ;:: ----------~--------~+oo--- 0 9+65, 11' LT & RT; BEGIN 4" WHITE EDGE LINE (MATCH EXISTING) 11 + 23, O' LT; EN~ 4" T>OUBLE YELLOW LINE INSTALL SERVICE CABINET PER KING CO. DETAIL ES-1 (2 SHEETS) 1 1 4 12+16, 11' LT; BEGl~4" WHITE EDGE LINE --13+00------------E 12+16, O' LT; BEGIN 4" DOUBLE YELLOW LINE SE 192ND ST 13+50, 11' LT & RT; END 4" WHITE EDGE LINE (MATCH EXISTING) ./ ACTIVITY NUMBER: L04S0077 PROJECT NUMBER: L04S0003 KING COUNTY TRAFFIC ENGINEERING E~iiE~ ~ANNELIZATION ~ ~ 4/LS-/ob --G~~G----G----G----G--~~G--~~}~=~~~-.,_.~o--~······--G--.~G--~~G----G~~G----G--~~G----G -----OHP-----•OHP-------OHP----OHP----OllP-----:f EX. EOPJ@ WIRE NOTES ~---Oil --- I I I I STREET STATION/ POLE MOUNTING LIGHT # OFFSET TYPE HEIGHT SL1 10+81 30'L T KING CO. SLIP BASE* 30' SL2 12+44 30'LT KING co_ SLIP BASE* 30' SL3** 10+03 25'RT EX, PSE POLE # 315985 -116562 30' SL4** 11 +59 25'RT EX. PSE POLE # 315985 -166572 30' SL5** 13+30 25'RT EX. PSE POLE # 315985 -166588 30' NOTES: * SEE KING CO. ILLUMINATION POLE DETAIL ** FUTURE OFFSET = 30' RT; FUTURE ARM LENGTH -9' I I I I LUMINAIRE TYPE GE200HPS GE200HPS GE200HPS GE200HPS GE200HPS LIGHTING SYMBOLS ill, 3 #8 IN 2" SCHED 40 PVC + )I( PROPOSED LUMINAIRE LENGTH OF ARM 8' 8' 6' 6' 6' ~ 3 #8 IN 2" SCHED 80 PVC CONDUIT (SEE WIRE NOTES) CIRCUIT NUMBER 1 1 N/A N/A N/A & 3 #2 IN 2-1/2" CONDUIT PER PSE REQMTS TO PSE POWER SOURCE LUMINAIRE REFERENCE (SEE TABLE) ffi 2" SCHED 40 PVC W/ PULL STRING JJ 02/23/2006 JJ 02/23/2006 EF 02/23/2006 EF 02/23/2006 DATE DATE REVISION e BY ES-1 SERVICE CABINET TYPE 1 JUNCTION BOX JOB NUMBER 0992.56 CONTRACT NO. s \ NOTES 1. ALL WORKMANSHIP AND MATERIALS ON SYSTEM ALONG NORTH SIDE OF SE 192ND STREET SHALL BE IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS, KING COUNTY SPECIAL PROVISIONS, THE 2004 EDITION OF WSDOT STANDARD ;SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK. 2. ALL WORK ON THE LIGHTING SYSTEM ALONG THE NORTH '.SIDE SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND COORDINATE INSPECTIONS WITH THE CITY, COUNTY, STATE AND POWER COMPANY AS REQUIRED. 4. PUGET SOUND ENERGY (PSE) POWER DESIGN TO BE PREPARED BY POTELCO. CONTRACTOR SHALL COORDINATE WITH DAVID HAWTHORNE AT (253) 405-7888. 5. LUMINARES TO BE INSTALLED ON PUGET SOUND ENERGY (PSE) POLES SHALL BE INSTALLED PER THE TABLE ON THIS SHEET BY PSE OR THEIR CONTRACTOR. COORDINATE WITH JIM KENNEDY AT ( 425) 456-7888 6. THE CONTRACTOR SHALL CONTACT GREG KINNEY, KING COUNTY ELECTRICAL INSPECTOR, AT (206) 793-1099 72 HOURS PRIOR TO COMMENCING WORK ON THE STREET LIGHTING SYSTEM. ALL MATERIALS FOR NORTH SIDE SYSTEM MUST BE REVIEWED AND APPROVED BY KING COUNTY PRIOR TO INSTALLATION. ALLOW TWO WEEKS FOR APPROVAL. GINEER PACIFIC INTERNATIONAL 501 Columbia Street NW Suite D Olympio, WA 98501 Phone (360) 35Z-2232 RATHINAM SHORT PLAT KING COUNTY, WA: , . DATE I EXPffiES . ' ENGINEERINGPllC Fox (360) 352-5525 ILLUMINATION/CHANNELIZATION PLAN REFERENCE SHEET NUMBER SHEET 1 OF 1 SHEETS i.' I· 14.00 ·I I I I I I -I LOO - • ' _J • _J • ,----N 0 <( LJ • O::'. • z (__') (__') I- (__') ~ ~ z ~ 0 (f) u DOCUMENT a= KCA 1234 LOAD CENTER NAMEPLATE 240 V w / SERVICE - ID DR EQUIP- MENT NUMBER (BY OTHERS) a a • • 43.00 ' 3 POINT CABINET.____ LOCK ASSEMBLY ---v@ ( G I'--.@ - = ' 10.00 1/2 11 xl0 11 x20" I I I REMOVABLE -\./IRING 0 BACK PANEL 0 FLASHER 0. 0 f-- 0 0 GROUND FAULT -RECEPTACLE - I @ [ill LIGHTING @ CONTACT DR ' ILLUMINATION 1 TEST SwITCH 1.00 ---10.00 --l ~-1.00 /SERVICE / CONDUIT / /o I -----/-~ 5.00 I 0 0 3.50 - r 2.00 0 ~~~~ CONDUITS TD FIELD Q I o .50 X .75 OB; 4 EACH =l======F====I FDR USE \./ITH 3/8° i-7.00 -1 ANCHOR BOLTS 2.00 ---i-2.00 1--8.0 0 --'-I 1i-------~-12. 0 0 . I FlEIJ) BOOI<: ----4----t-------------,,~ SUMYED:: ____ __.-l----11----------------t----ir----t SUMY ~ MAP·-· __ ___..;.·t-· -""1-...------------+---t-----l DESIGN ENTEAE0:: ___ --4. ·___..;.--f-------------,--i---1 llEJIGHEI): ____ __;.j· .:....· --1-------------+---t--t CHEQ<EO: -----·-· --1--------------t---t---l DATE BY DATE - 0 ( D ~ ' ' ' I---12.000 --I SPECIFICATIONS= * NEMA-3R ENCLOSURE * BASE MOUNT -- I-- 0 f-- I I I ~ * 100 AMP, 4 JAW METERBASE WITH MANUAL BYPASS BLOCK, 5TH JAW IN 9:00 POSITION * HINGED METER DOOR WITH STAIN- LESS STEEL PADLOCKING HANDLE * FABRICATED FROM 1 /8" 5052 H32 ALUMINUM, MILL FINISH * DRIP HOOD * HINGED SERVICE DOOR * ALUMINUM WELD-ON TYPE HINGES (ALLOW FOR EASY LIFT-OFF DOOR) FED. AID No.------ PROJECT No.----'----- SURVEY No.--~--- MAINTENANCE DIVISION No. · • I I ~-' >-I 1.00 I -' I MANUAL > I 1[ BYPASS METER ' I I METER -r-a= r-~ 11 11 MANUAL I I I I w-METER I I I I BYPASS LJ LJ I BLOCK LANDING PADS I I I SERVICE 43.00 • I wIREwAY I I I I I ,J ,_ 6.125 I I LI ~ 11 1 J • 7.875 • 1 J • I 0 O= 0 I I---12.000 --I * STAINLESS STEEL VAULT HANDLE WITH ROLLER ROOS (PROVIDE 3 POINT COMPRESSION) * BEST KEYED LOCK WITH BLUE CONSTRUCTION CORE * TWO SCREENED AND GASKETED LOUVER VENTS * PRINT POCKET INSIDE DOOR * SQUARE O #006-12L100S LOAD CENTER * SERVICE WIREWAY 2.5" x 3" * NEMA 3R U.L. ENCLOSURE LABEL KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR ES-1 CABINET WORKING DRAWING ~\(e\ :t CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET ) 4 1 OF 2 SHEETS . WIRING DIAGRAM -- CONTACTOR & COIL @ COIL • v,, J_ -, [] ~ -1------- I I I I I 0 U o® 0-~@ (/) c.___-1----------------+--t--------' C) z -= )> I -, 0 I (/) u (/) -, 0 z "--0 Tl Tl N --@ :· •t I -r---- @L9- REMOTE PEC 3 TERM. BLOCK (SET SCREW) 240V LTG CIRCUIT FIEI.O 800K: -----1---t-------------r--i------. WMYED:-----t--~J-------------+--t---1 SUIWtY WE MAP· -----t--"""t------------.+--+---1 DE5D1 ENIENED:: ___ -J-_-t-------------r---r---1 llESQ!P>:------+---f---------------1---i---i CHECl<El):-----r---i~-------------t--1---1 SUPEIMSOR: DATE RE.VISION BY DATE BREAKER SCHEDULE 100-AMP SERVICE CDNTACTDR CIRCUIT POSITION AMPS AMPS VOL TS SIGNAL LIGHTING LIGHTING CONTROL 2x GFCI SPARE SPARE 1 2 3 4 5 6 50 N/A 15 30 15 30 15 NIA N/A NIA N/A N/A WIRING SCHEMA TIC LEGEND 1. METER BASE 2. SIGNAL BREAKER 120 120 120 120 NIA N/A COMPONENT SCHEDULE 1. METERBASE: 100 AMP, 4 JAW, AW #U 121314, WITH BYPASS BLOCKS, 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY) 2. LOAD CENTER: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, SQUARE D #006-12L100S LOAD CENTER 1 -50/1 SIGNAL BRANCH 1 -15/2 ILLUMINATION BRANCH 1 -15/1 GROUND FAULT RECEPTACLE BRANCH & CONTROL BRANCH 2 -SPARE 3. LIGHTING CONTACTOR RATED: 30 A, 120 VAC COIL, 1 REQUIRED 4. PHOTO ELECTRIC CELL: 1800 WATT, 1 20 VAC, TWIST LOCK, ALR #SST-IES (REMOTE) 5. PHOTO-CELL BYPASS SWITCH: SPST, 15 AMP, 277 VAC (REMOTE) 6. GROUND FAULT RECEPTACLE: 20 AMP, 120 VAC, DUPLEX UNDERGROUND SERVICE CONNECTION CONTRACTOR SHALL COORDINATE 'w'ITH THE PD'w'ER COMPANY RE: 3,4. LIGHTING BREAKER 2 POLE 240 VOLT 30 AMP 5. CONTROL BREAKER THE SERVICE LOCATION 2x CON- NECTION PRIOR TD COMMENCING WORK. METER BASE REQUIRED BY SEATTLE CITY LIGHT 2x PUGET SOUND ENERGY. 6, 7. SPARE 8. TEST SWITCH 9. GROUND FAULT RECEPTACLE 10. NEUTRAL BUS 11. LIGHTING CONT ACTOR 2 POLE 30 AMP, HID 1 2. 3 TERMINAL BLOCK, SET SCRE'w', FOR SOLID OR STRANDED WIRE 13. PHOTO ELECTRIC CONTROL (REMOTE) FED. AID No. _____ _ PROJECT No.------ SURVEY No. _____ _ MAINTENANCE DIVISION No. __ SERVICE SHALL ENTER THE BASE IN INDEPENDENT CONDUIT. MINIMUM 1-1/2" CONDUIT (RIGID OR FLEX). INSTALL THROUGH FOUNDATION FDR UNFUSED SERVICE CONNECTION. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) KING COUNTY DEPT. OF TRANSPORTATION PAUL TOLIVER, DIRECTOR -SHEET 2 I OF ES-1 CABINET 2 WORKING DRAWING SHEETS LUMINAIRE ARM POLE A B C BASE GAUGE O.D. 2' -6" 6' -0" 30' -0" 8" 10 4' -6" s'-o" 6'-6" 1 o'-o" 8'-6" 12· -o" 11'-6" 15'-o" 30' -o" 8" 2' -6" 6' -0" 35' -o" go/, " 16 4' -6" s'-o" 6'-6" 10'-o" I 8'-6" 12· -o" I 11'-6" 1s'-o" 35' -o" 89{ " 16 2' -6" 6' -0" 40' -o" gYg" 4' -6" s'-o" I 6'-6" 1 o· -o" I 8' -6" 12· -o" I 11'-6" 15' -o" 40' -0" 9 Ys" 10 i I ' ,-------------- BASE PLATE F B.C. T ANCHOR BOLT 13 ~" 12 ~" 1 \ " 1 Yc" 8 X 40"x 4" 13 ~" 12 ~" 1 \ " 1 Yc" 8 X 40"x 4" ., I I I I I I I I I I VIEW E 4" X 6 Y2" HAND HOLE WITH Y2"-13 NC TAPPED HOLE IN Y4" X 2" RIM FOR GROUNDING SEE WSDOT STANDARD PLAN J-1e FOR FURTHER DETAILS. DIRECTION OF TRAFFIC • 90-DEGREE COUNTER- CLOCKWISE ROTATION OF FRONT VIEW I SHOULDER ~~~~~~11 18" I ---OR =!=--1-~ /.,, -,Y --... ......._ SIDEWALK ~~~~~---+-'--~ t - : /// ''' /[: __ ! _____ J---------------~, I / DETAIL C '\ //,, l BOLT CIRCLE (B.C.)', I / 6" HOLLOW IN CENTER \ 1 ' , I / OF GROUT PAD \ ,' I \ I / TOP & BOTTOM \ \ BOLT DIA. + v2" } I / OF POLE PLATE~ 1 \\ ', /' I ' ·~ ', ,,,, ' ,, 1 I VERTICAL GROU~T·,~~~~·~··· =PQ=Pl~ 5 1/4" I .... --------------------------- 0.0. B.C. -OUTSIDE DIAMETER L---------- 1 \ ~, ~-.-,......J< I -..J \ ·"· I \ ~----FIXED BASE ONLY -BOLT CIRCLE r FIXCD BASE ONLY ,--------------------------, 1 FOUNDATION DETAILS 1 II GALVANIZED STEEL II ANCHOR BOLTS SEE DETAIL C I 1 -1 / 8" X 40" X 4"; I I EXTENDING 5 1 / 4" I I ABOVE FOUNDATION I : 18" MIN. ~ ~ : I I I CONDUIT AS REQUIRED I I 8 -#7 BARS L_ I 4' 6" I I EVENLY SPACED I I CLASS 3000 I \ I \ I DETAIL D '\ LEVELING NUTS / '\, & WASHERS / ' / / (4) ~s"-16 NC / . BUTTON HD CAP SCREW ' / ......... / -... -........ ___ ___ O.D. ~s"-16 NC TAP (2) HOLES.@ 90" FROM TOP POLE SPECIFICA llONS MATERIAL BASE PLATE: ASTM A-572, GRADE 50 SHAFT: AASHTO M-223, GRADE 50 3" SCH. 40 PIPE ~5" DIA. (4) HOLES SEE VIEW "E" FRONT VIEW ARM LENGTH 42" PIPE LENGTH ,---"A" --- 3" SCH. 40 PIPE SEE DETAIL "D" SHOULDER OR SIDEWALK FIXED BASE POLES 1 # ~ CONCRETE I ANCHOR BOLT: ASTM A-307 USE DETAILS INCLUDED ON THIS SHEET I 4 HOOPS AT 1 1' CENTERS I I I L I I WELDS: (ALL BUTT WELDS TO BE GROUND FLUSH WITH BASE METAL) LONGITUDINAL: BUTT WELD BY SUBMERGED ARC PROCESS CIRCUMFERENTIAL: BUTT WELD WITH PERMANENT BACK-UP RING SLIP BASE POLES USE DETAILS INCLUDED ON THIS SHEET NOT DESIGNATED "FIXED BASE ONLY". AND MOUNTING HEIGHT "C" I --~ I I I.. 3' .. I II FINISH: AASHTO M-111 AND AASHTO M-232 WSDOT STANDARD PLAN J-1b CALL 3 DAYS I SQUARE L ______________ OR~~~---------J FlELOBOOK: ____ -1----t--------------r---r-----J SURYEYED:. _____ -;----1----------------i-t----1 SURVEY BAS£ MAP·._· ----t--"1---------------+-l----l l)ESIGN ENTERED::----1--~t--------------i---r--1 DESIGNW -----+----1----------------t--t---t CHECKW=-----i------1 i-==-------------+--+----1 SUPERVISOR: ~TE BY ~TE FED. AID No.------ PROJECT No. _____ _ SURVEY No. _____ _ MAINTENANCE DIVISION No. __ I EXPIRES COUNTY ROAD ENGINEER KING COUNTY DEPT. OF TRANSPORTATION HAROLD TANIGUCHI, DIRECTOR PRIMARY STREET SECONDARY STREET ILLUMINATION POLE DETAILS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET OF SHEETS • ROOTED & CONTAl~IER PLANT MATERIAL -~ INSTALLED THROUGII EROSION CONTROL MAT PERMANENT WATER LEVEL FOR SCIRPUS SPECIES. ~XPOSE STEMS · EMERGENT PLANTS INSTALLED -~ --4.....;..__..:::;;i AFfER MAT INSTALLATION. MAT SERVES AS GOOSE BARRIER & EROSION PROTECTION 6" DEEP PREPARED ORGANIC SOIL NO SUPPLEMENTAL FERTILIZER EROSION CONTROL MAT: AMERICAN EXCELSIOR "CURLEX SINGLE NET" OR EQUIVALENT. (3) 6"x1" STAPLES PER SQ. YD. Erosion Mat/Deterrent Planting Section SCALE: 1 : 1 I \ T-46 \ 0 I a I 0 I . 0 I I I --- --~' , oC u' _ .............. !····--"----------q:······ \ I / '\ \ • I I \ \ 3 1 \ \ I ' ' i \ --------··············----·-·---- J .:",-. RATHINAM SHORT PLAT STORM F'}P!b.!IX P~NTING REQUIREMENTS: Nt1!:l"oU'o1 "t:. jjLJ,j4'((;AL(; U) --a--0 ; 0 -. a-,,-n;-0 ;0 0 r "~~~-O-····-O-··-----LOCATED IN THE S.W. 1/4 OF THE. S.W. 1/4'" • < .?_0 ·-·--. ·, OF SESTION 33, TOWNSHIP 23 NORTH, NGE 5 ~AST THE POND BOTIOM ~ *Q~ li.QPE~ .fiH~LL BE SEEDED; AND IRRIGATED ONLY TEMPORARILY BETWEEN AN INSTALLATION TI~. Qf. f,OP,;i:)t~Y Tt(RQl.JGH FIRST WEEK OF SEPTEMBER. 1) STORM WATER TM-QT·-~l,Qw~QijQWi i{~D MIX, (120 POUNDS/ACRE) PORTIONS ABOV9'P.~R~~~tf[j'IATI;ff~TORAGE. PERCENTAGES BY WEIGHT. /; ,( \ ~' / / ' 5' MIN. : I I•', k, '• , . I • ,-., ! J I j l I\ I ,\ \ \ / / 5' Ml j I J I I JI rt-I I ---. ..___ __ .,~,.,, / TEMPORARY EAS I NT, TYP "' \ -, .... ~~4° (42' RADIUS) 1 / 6 · · --": J / /' -~ _\ )' . /V)~<o' ·~-~ / I '""-/ I I / / g 1'=20' 0 10 20 40 ._~ __ 1~--1 \ x \ ( --8\ \ \ \ \ (. \ \ \ \ \ STREET TREE PLANTING NOTES: 1. STREET TREES WITHOUT PERMANENT IRRIGATION SHALL BE INSTALLED DURING DORMANT SEASON (NOV. 1 TO MARCH 1) AND SHALL REQUIRE SUPPLEMENTAL WATER DURING SUMMER MONTHS (JUNE 15 TO SEPT. 15) FOR THE FIRST SUMMER GROWING SEASON; TO INCLUDE 7 GALLONS WATER PER WEEK PER TREE. WATER IS INCIDENTAL TO THE MAINTENANCE CONTRACT. 2. TREES TO BE LOCATED NO CLOSER THAN 1 O' FROM DRIVEWAYS, 15' FROM STREET LIGHTS, 5' FROM FIRE HYDRANTS AND UTILITY VALVES-METERS; AND, 1 O' FROM STORM FACILITY INLETS-OUTLETS. REFER TO K.C. DWG. 5-009 FOR ADDITIONAL STANDARDS. 3. PER REVISED K.C.RD.STD'S, 5. 11, STREET TREES PLACED WITHIN 4-FEET OF OF BACK OF CURB AND/OR EDGE OF SIDEWALK SHALL INCLUDE ROOT BARRIERS, PER K.C.P.W. DWG. NO. 5-009. WHERE FEASIBLE, AND AS NOTED ON THE PLANS, STREET TREES ARE TO BE LOCATED NO CLOSER THAN 5-FEET ON-CENTER FROM THE ABOVE NOTED PAVING ELEMENTS. 4. STREET TREE SPACING IS 40'. GIVEN PROJECTED DRIVEWAY CURB CUTS AND LIMITATIONS OF UTILITIES SEPARATIONS, TREES ARE SPACED AS FEASIBLE WITH QUANTITY EQUIVALENT TO 40' SPACING. 5. PLANT LIST AND QUANTmES ARE SPECIFIC TO THIS SHEET. I ! j ...... <t,_.! / I i I cS' • uR -.J :s &a. I . -....;.. \ I Oit-, \ ,.;;:, I ~ ") \ ·a, . II te co ()\ '-~j 0) 0) 0 ('\J "' SIGNIFICANT TREJs ;:: -------------~=~.'-.;-~---,.----;:: TO REMAIN, lYP. te te 1! -··· -·- SIGNIFICANT REPLACEMENT TREE, TYP, .. ---· - 9 I ) I I I ' ' / I "-~t~ () i..f) I J ·"' a O• f'I 0::) --. o-(/) a (/) ((::Z:::· ~?~'.}~\~(~.-"> ', > SEED NAME . • •• .. PERCENTAGE OF MIX DWARF TALL ft§c~(. ·. . . . . 37% DWARF PERE~NfN,Jl'ffi .'~BCLA'(" 30% RED FESCUE :n:·•":···.,··•· 25% COLONIAL BE~T(j~~<(llf!Y SLOP.ES) 5% REDTOP BENT~~~-f~[f., ~~) ·. '' 3% ABOVE SPECIES', \+ f!RT J,J,fRAJ ~ORE THAN A COUPLE WEEKS OF INUNDATION. jf1.'.0 .f'•:;.,.' __ ,'. _: ·,. _·, 2) POND EMERGENP\Yi;J~NP Y;\lETATIQt,1. INUNDATION 1 TO 3 FEET, BARE-ROOT SEEDLINGS; 1a•/24• SPACING PROVIDE EROSIQtj/!)QQ~Ei.P~P,R~ MAT FOR FOLLOWING PLANTINGS. PLANTING IN APRIL OR MAY SHOULD IMPROVE SURVIVAi,, l1lRlat1IE P.ER 'tlYQROSEED REQUIREMENTS. SEED FORMS TO BE BROADCAST PRIOR TO MATTING AND H'(B~PlEfP)~~i.}• s~~RCE: FOURTH coRNER · NURSERY, 800.416.8640/FAX: 360.592.4323 SYMBOL SPEClg§ -' /,} ·· .· COMMON NAME SPACING QUANT MAX DEPTH J".::-' ~ • CAREJS QBNllPTo\. · .. BECK~W ffi!~9HN~ 1058 SF SCIRP.1,/S AQUTU~ ' . .,,,, .·-f, ·"'-' ,'-, y[•, __ ··. - '~ SLOUGH SEDGE 24" WESTERN SLOUGHGRASS 18" HARDSTEM BULRUSH 18" DAGGERLEAF RUSH SMALL-FRUITED BULRUSH 18" BIGLEAF SEDGE 24" SLENDER RUSH 18" 100 LOWER ELEVATION I 100 ' ' 112 EXPOSE STEMS i 5 GRAM~ SEED THROUGHO UT , EMERG. PLANTI NG 100 EXPOSE SCIRPUS 50 -n STEMS ABOVE 75 WATER LEVEL INUNDATION GREATER THAN 3 FEET. BARE-ROOT SEEDLINGS. 24• DENSITY • ' ' '. /5' MIN. NARROWLEAF BURREED REED MANNAGRASS WHITE WATERLILY FIRE HYDRANT OR UTILITY POLE 10' MIN. 24" 24" 24" 160 75 75 SPRING PLANTING TO 3' DEPTH HIGHER ELEVATION TO 3' DEPTH SIDEWALK NEXT TO VERTICAL CURB 50' MIN. 50' MIN. ··~· ·· .. ~ PLANTING STRIP ~ .,.,.......~ ~ (' 10' MIN. + NQJ~ , __ _, _ _, ... ;i-:· ·. . 1. TREES SHALL GENERALI.,\' ~E PLANTED BACK OF THE SIDEWALK. PLANTING STRIP_J_ .. \ViLi;'ijE.· }PPRQY··· rn ONLY AS PART OF A LANDSCAPING P~N lrf Y/t:JIQ~ PIJ\i'JT MAINTENANCE, COMPATIBILITY V/ITH UJl~Jlll:'.S, Ai'jQ TRAFFIC SAFETY ARE DULY CONSIDERED. . ., 1(!' '" ·, . 2. IF PLANTING sr$1Ps Aa~ ~FPRO\/E p, A. MIN. DISTAJ:l .. 9.· E·.·. __ fB_ .. Q.M __ .. ·. \:ENT~~.·. 0. F ANY TREE TO NEAREST EDGE OF Yf;RTICA[;'cO~flB SHALL BE 4 FEET. B. TREES SH..:~( §~i'.§T~!(~D If{ l MANNER NOT TO OBSTRUCT SIDEWALK ,J('AF'.f!f (,: ••• , . , C. IN CASE or B~QOK1:9YTS, f,jlt,j. CLEAR SIDEWALK WIDTH SHALL BE ~ [&Ji;]';JtL flESID~NTIAL OR 8 FEET IN BUSINESS Qi;,T(JIQT!;i: ' c .rf~-' ~. ' . ,:;,. ' --8'-10' ROOT BARRIER TYPICAL (SEE NOTE 5.) VERTICAL CURB LINE AT INTERSECTION 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5,03. 5. TREES LOCATED WITHIN 4' OF STREET CURBS AND SIDEWALKS SHALL HAVE ROOT BARRIERS PLACED ADJACENT TO ANO ABUTTING STREET CURBS AND SIDEWALKS. BARRIERS OF 8' -1 O' LENGTH ARE TO BE CENTERED ON EACH TREE. THE BARRIER SHALL EXTEND FROM 1" BELOW TOP OF CURB FOR 18" MINIMUM, VERTICAL DEPTH. DWG. NO. 5-009 SE 192ND ST. PRUNE DAMAGED TWIGS AFfER PLANTING----........,---'------~ PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE; REJ~c,-go -.. ------.. . . ... -· ' Q l.iJ > ·, ' ----·······\·· ) ----······~·······---------··•••••••noonnnnH•~·-~-·---+---·-----·· "················----·-----• .. "' "" '"""----1---•·••••••••••n•••••••• .. ----• NOTES: o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIME::; // S89'40'54 "~., 1321. 64 '(MEAS.) / / S89'40'54}W 1322.JO'(PLAT) o HOLD CROWN OF ROOTBAL.L AT OR JUST ABOVE Flff!S~EP 9R,!,R~ o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY>.· . ' · \. ' -~---------c:c/::--,c-:;:------~----,=~~..L..-/-/------------·-----;::if:-/ ____________ :5jCJZ" .. --5()R 506---.('i. LEGEND -PLANTING SCHEDULE 0 NAME TREES: ACER PLATANOIDES 'COLUMNARBROAD'/ PARKWAY MAPLE PRU NUS SERRULATA 'KWAN?.AA' / KWANZAN CHERRY PSEUDOTSUGA TAXIFOLIA / DOUGLAS FIR THUJA OCCID. 'WOODWARDII' / WOODWARD GLOBE ARBORVITAE SIZE CONDITION 3" CAL B & B 3• CAL. B & B 6'/7' HT. B&B ,a· -24• B&B/CONT. SPACING QUANT. REMARKS 30' (TYP.) 4 AS SHOWN 11 AS SHOWN 8 4• 25 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE, GUY ONE GROWING SEASON REPLACEMENT TREES FOR SIGNIFICANT TREE RETENTION HOLD 3' FROM BORDERS MAXIMUM WATER SURFACE GRASS SEED MIX PER LIST STATIC WATER SURFACE _ .l'....l,1Ab._DEPTH (SOFT RUS.tiL _ _?'._MAX. DEPTH~IKE RUSH) _ _ 3' DEPTH (HARDSTEM BULRUSH) BOTIOM (DEEP WATER PLANTS) DEAD WATER STORAGE ELEV, ** POND BOTTOM V 12" 12"-18" PLANTING ZONE ----- 24"-30" PLANTING ZONE FOR NEW EMERGENT SPECIES TYPICAL MAXIMUM GROWING DEPTHS NOTE: ** SEE CIVIL DRAWINGS FOR ELEVATIONS. 13 STREET TREES AT 3" CALIPER AND 8 DOUG FIR TREES ARE REQUIRED TO MEET SIGNIFICANT TREE RETENTION AND REPLACEMENT REQUIREMENTS OF THE P-SUFFIX SDO CONDmONS. SEE TREE RETENTION PLAN, CS OF 5, TYPICAL DRAINAGE POND PLANTING SECTION NOT TO SCALE o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDL~l!? OP: r,1ATEfllAL.. o FERTILIZER-IS NOT RECOMMENDED. .. , ., -; (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLUM~ .· > WITH ELASTIC CHAIN-LOCK TYPE OR RUBBER GUYS TIED IN , FIGURE EIGHT (NO WIRE); REMOVE AFfER ONE GROWING S~ASON '\:· ·:::;· .. \ \5.1', PROTECTIVE WRAPPING DURING SHIPMENT TO SITE &. INSTA~~TION -....---,---._'11-~---if REMOVE AT COMPLETION OF PLANTING · ' .· '/, .. ' ,•, \ ·,. TURF PLANTING; PROVIDE 3' DIA. "NO GRASS" TREE. BING ',1/;j'; · ~-... DEEP MULCH IN WELL. MULCH: 1 /2" -1" SIZE ~: C "; ' HOLD BACK FROM TRUNK 8" TO 1 O" , ' . FINISHED GRADE PREPARE PLANTING BED PER SPEC'S, AT MIN., LOO:'j~N AliD MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES '~1L~ el:lf.: , .c-•--···-1'; . ii'. REMOVE ALL WRAP, TIES AND CONTAINERS --.,,.,~. ·"'"'~~--, SCORE ROOTBALL AND WORK NURSE8Y SOIL .. ·:,, ' . AWAY FROM PERIMETER · ROOTS. SPREAD ROOTS INTO EXC1\VATI01'l, . .:." '·:: .· . i~-/ ; .. ;:, ; . SET BALL ON UNDISTUfBED BASE OR COMPACTED MqQjl[l .~_(j)'J\cR , .:rJ;,,:'I-_\--J,":e/' ... PENETRATION TO 24" PEPTH · '' · · ' •!' Deciduous Street Tree Detaif ,,:/f:u{t' (B and B, L~ss Than ~· Dia.) · ' ·· SCALE: NONE Y'J:;·. " . :~~~ ~-- . ,, 1/l . .J ~o :a 0:: < • 0 <Oz i 1/) STATE OF WASHINGTON REGISTERED ~ :::o:~TECT KING COUN1Y D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: CERTIFICATE NO. 504 (VALID ONLY v.1TH SIGNATURE) Completion Date Completion Date Approval Date C 1 .!! 0 u (/) ~ 'O m C "' 'iii m 0 ::r: 1-- :::J 0 (/J ] C 0 ·~ 0 :,: i I C .. e 0 b ;; N =e II • 1t ~ I I 'O " j m > u e m 0. .c ~ 0 ~ ..J a.. le 0 :c en ~ <( z -~ a: 1) ·ii ' ;ti ~i :i I ' .. ------- \ ' / i I D I D I ' D I 0 i i D I 0 G I <J I CT T46 ' ' 0 I 0 J 0 I ---.. 1 \ \ \ i ' I I I ' I ! i ! \ \ ' \ \ \ \ \ \ \ \ I / "-, i -··················--'------~··· ·······'"·•··-····--------+-- / 5 cIJ 4 0 ![) ' ' ' ' \ \ \ i I I \ \ 3 \ i \ I / LEGEND -PLANTING SCHEDULE SEE SHEET L 1 FOR PLANTING CONTINUATION. SYMBOL NAME TREES: ACER PLATANOIDES 'COLUMNARBROAD'/ PARKWAY MAPLE PRUNUS SERRULATA 'KWANZAN' / KWANZAN CHERRY PSEUDOTSUGA TAXIFOLIA / DOUGLAS FIR SIZE CONDITION 3" CAL. 8 & B 3" CAL. B & B 6'/7' HT. 8&8 i; ' RATHINAM SHORT PLAT LOCATED IN THE S.W. 1/4 OF THE S.W. 1/4 ~ "'S· 0 U) ) OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST \~\ - ' / r I / / / / I ··/ / : I /' h. ' ' } 'I ., ' •' $ . . ' } I ! i ' / l I ' I I l I ji lit 1'=20' I 0 10 20 40 -:?~_,~-~, \ x \ ( --8\ \ \ ' \ I \ \ \ \ \ \ \ ' \ \ \ \ I \ I j I I "<;',1- C) l() I \ \ I -4' {--4 ' \ \ / / ' I / ,/ ,j ,/ . / / j II 9 SIGNIFICANT REPLACEMENT TREE, TYP. SEE L1 FOR .1 POND PLANTJNG ! /oMPAN MQ10027f C ,(2-5 YEAR}: & GxY80J4 1(5-12 YEAR} PlA'\' 'MS. ----.. ii> , 5' Ml 1; I iJ ~ , -88 192ND ST. ,.--- I --.. • ______ ...__ ..... . -·---............ ·= .......... ~,.,:c-·--.... , .. ,. I T--40 I I I I I ' ' -) -----fl -------\\___ ······-----------"·-------.... , ................. -·-·-···--............ , _________ .... , .......... _ .... "" ...... ---------............. . S89'40'54"W ,1321.64'(MEAS.) \ ···········-----+--------· .............. ------ / / S89'40'547W 1322.30'(PLAT) ,/ I LEGEND -CONTINUED SPACING QUANT. R~M/\RKS .... · SYMBOL NAME SIZE CONDITION 30' (TYP.) 4 MS SHOWN 11 AS SHOWN 8 .-. ;·,·,·, ·_._ ,: _.: ·-,\;· ·, .t$;·:: /;_t:; STAKE & (j(J'6.!iNF; GflQWING SEASON; NURSERY GROWN FO~ -~EE't TflEE USE, 6-FOOT STANDARD '-.:, 'r. ,; > ; ~i\ "'Fori&0,\tN~Sf,~~rcio~u~i~ARD OY:'>-7,. i~K( G0q. 6ijf 9Rti~l~G SEASON REPlACEMENT ffltES FOR SIGNIFICANT TREE RITTNTION 0 SHRUBS: THUJA OCCID, 'WOODWARDII'/ WOODWARD GLOBE ARBORVITAE GROUND COVER: VINCA MINOR/ DWARF PERIWINKLE SOO LAWN: LOCAL COMMERCIAL BLEND SEED LAWN: MIX TO MATCH SOD 18" -24' B&B/CONT. 4" POT (SOD AND/OR SEED LAWN AT OWNER'S O ION) BOULDERS -ON-SITE SALVAGE VARIED SIZES; 24' MIN., 6' MAX. 24" -3' 40' ( +) ., , _· JV / / SPACING QUANT. REMARKS 4' 18" 25 COVER COVER COVER RANDOM 6 RANDOM 2 HOLD 2' FROM BORDERS HOLD 12" TO 15" FROM BORDERS AND 18" FIROM OTHER SHRUBS AND TREES. SEED AT 61b / 1000 SF; CELLULOSE MULCH AT 401b / 1000 SF; WET TOLERANT MIX IN BIOSWALES. MIXED SIZES wrrn SMOOTH, WORN SURFACE; VEHICLE BARRIER. APPROX. MAX. SEPARATION OF 1 O'. PLAY TOYS NOTES: PARK FURNITURE AND PLAY STRUCTURES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PLAY STRUCTURES SHALL COMPLY WITH ASTM STANDARDS, CPSC STANDARDS AND BE CERTIFIED. MINIMUM SAFETY ZONE STANDARDS ARE SHOWN. INSTALLATION SHALL PROVIDE NO LESS THAN 6" GREATER SAFETY ZONE THAN MINIMUM STANDARDS. EQUIPMENT SPECIFIED MEETS ADA USE & ACCESSIBILITY STANDARDS OF NOVEMBER, 2000. PLAY IMPACT SURFACING SHALL BE LOOSE. FIBER AND SUPPLIER APPROVED COMBINATIONS OF UNDRAINAGE, RIGID SURFACE AND PADS AT HIGH USE ZONES. CERTIFIED PRODUCT MANUFACTURERS INCLUDE: FIBAR, 800.342.2721; WOODCARPET, 800.346.8524 THIS PLAN SPECIFIES PARTICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH MINIMUM ACCEPTABLE DESIGN. ALTERNATE STRUCTURES AND PROTECTION SHALL, AT A MINIMUM, BE OF COMPARABLE FEATURES, AGE, ANO SAFETY STANDARDS. NOTE: PARK EQUIPMENT SPECIFlEO IS BASED ON CURRENT CATOLOGS. OWNER RESERI/ES RIGHT TO SUBSTIME EQUIVALENT MATERIAL. 4" PERF. ADS PIPE. DAYLIGHT PIPE AT WETLAND, C.B., OR DRAINAGE SWALE. OTHERWISE PROVIDE DRYWELL MINIMUM 24"x24"x24" DEEP w MIN. 6" 4x6 NON-CCA TREATED TIMBER CURB W/ 24"x #3 REBAR @ 6" FROM CORNERS & 30" O.C. 3 / 4" EASED EDGES SLOPE SUBGRADE TO PERF. ADS PIPE 11 -2% SLOPE GEOTEXTILE FABRIC BETWEEN SUBGRADE AND DRAINROCK SUBGRADE COMPACTED TO 95% PROCTOR ~-4" LAYER 3/4" WASHED DRAINROCK 3/ 4" MINUS WASHED ROCK REFER TO PLANTING SCHEDULE FOR MFR'S. "KID TIMBERS" BID ALTERNATE AT 12" DEPTH UNITS. TOT LOT SURFACING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING------------~ PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED---~ NOTES: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY -~ NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. o FERTILIZER IS NOT RECOMMENDED. (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLUMB WITH ELASTIC CHAIN-LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION -------.'U-----11 REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3' DIA. "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1 /2" -1" SIZE HOLD BACK FROM TRUNK s" TO 1 o" FINISHED GRADE-------------------' PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL- PENETRATION TO 24" DEPTH Deciduous Street Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE \ ' ' I w "' <( Cf) '° z D SE 0:: <( <O D z f'° ff) -~ 0:: ::, ::, 00 0:: "-"-0 c() "' 0 "' <( 0 (lJ STATE OF WASHINGTON REGISTERED al'° t;; Cf) ff) "' --1 <( "' 2:5:&2 ~RCHITECT H. BRUCE McCRORY CERTIFICATE NO. 504 (VALID ONLY l',ITH SIGNATUR KING COUNTY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Date JAMES H. SANDERS, P.E. Approval Date DEVELOPMENT ENGINEER Comments; ~ D. ~ ] 0 ~ ~ Cl ii') d j! z I :s it) C 8 0 N 'C Ill 0 :c ~ 'q' u .D E co ~ z .D 0 i= -, ----------------------------------------------·~------ ~ 'ij =e ~ II z • ~ - l .c Ill C\I ~ 0 C\11 ..J, I -~ ' ' ., i ' ' ' ' . " . • ~ ( ( ( . 1" = 20' 0 10 20 40 RECREATION SPACE TABLE TRACT AREA (S.F.) A (PARK) 5730 REQUIRED {9 LOTS O 390 S.f./LOT) 3510 Sf PROVIDED 57.30 Sf TRACT AREA TABLE TRACT DESCRIPTION AREA (S.F.) A PARK 5730 8 DRAINAGE FACILITY 11,323 TOTAL LOT AREA 17,053 S.f. 0.39 >C. LOT AREA TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) 1 5708 6 7503 2 7514 7 7503 3 7514 8 7503 4 7514 9 7503 5 7514 TOTAL LOT AREA 65,776 S.F. 1.51 AC. 510 ~--------- REVISED PRELIMINARY SHORT PLAT FOR RA THINAM PROPERTY A PORTION OF THE SW 1/ 4 OF THE SW 1/ 4 OF SECTION 33, TOWNSHIP 23 N., RANGE 5 E., W.M. Ci\ t\ \ \ KING COUNTY, WASHINGTON \ •. \ I 0 I: ii 0 \ \ ~ -o-o-o-o-o-o-oLo-~o-o-o-o-o-o---·-D-O-O-O-ONBQ·~o'51 ~E_3go.3~_0-o-o-o-o- / / / I \ \ \ i i 1 0 . ' I 15 i ,,..,-OLD LOT ~ LINES (TYP.) I ' / i ·i i I ' I / ' I ( \ / / 0 "' \ 0 ~ "' .. \ . \· """ ::;~7., .. ; .................. , .. / \ ) • f (. i I. i J. 0 i .. - ~ / f ! ' / .. · ' !: . / / / • ! / / 0 "' I j I I 506 ~ \ I I I ~ / /"' / 0 "' ~,-, ~.~, .. ____ ··-··' TEMPORARY CUL-DE-SAC EASEMENT 15 6 150' 7 150' : '· '\.\ \ \ \ • \ \ ----,... ____ , . \. ~ .. \ \ \ \ \ \ \ . \ \ \ \ \ '\ \ \ \ \ \ '..?.\ 'C/, \\., \ •. ' I J ......... ""'' / ; I • I ' I I I I I / I \ \ / I I / / NEW LOT LINES ' ·-.., 150' "°' .. \ 1-----------...L.---------'4"-------------+--------I~ ·I ·; / / ! : ·./ I . ' I .; I ; ' ./ I \ i 0 "' ,/ ! ! ! / 0 !"' 0 f" ~ !il I )-."""\? ;· l ./ 150' ...... . ;.-. ./ 150' / ' r-.. • ; I ---······-i I }-.. / :::-.. :,,.,·=· =, ·== .. ,,,,. =·, .. = .... =· .. ·,,·c:;,-...... .: EXISTING BUl~DINGS TO BE REM qvED b IN / ' j I 50' ! . 1------C..:...----'-'-1 I ) /··· I I I 'j I .. I ·/ ./ I I I SC i : i i I I I, 1 [ 11 \ • ' +.l il 0 :: F=·-'\ J; I \ I •. _ ...... ,F .. 'J='!,.:::J '-. .: [J I Cf' \ / ; . · . 1 b' 1--=--+.-+-------1r----,,..---""'4"'-----~ \, I O t"~ \ j I ., j" /.,: \ "' \: '\ ' ' 01 \ .\ ... ;" "} \ \' \ '~,/ lj 1::)\ . ,·! .. j: \ /-/. - j . ,_ .. ~·+: .. / f ( ( ' \ ! \ i. i I ! . ! . ·. f i ··-"--·i . /"--... ' i 0/ 1 ./ · TRACtr A _,,. , i I /., · / .. · · ·· .. PAR~ DI L/ I! \R=25J ·'( .>-·-· -·,<! :/\ ./ \ ; I ·i I / -_ ! . t i 01-_ _..,i.·::.·· +--_..,i.--""-'-----'-.,.;..._..,i..:...... __ _..,i.,-\-J'---,-----_..,i.------ 1 '\· · .. ~.... lr o ~-I. I O <. f---20' )liGHT OF WAY DEDICATION / .. : [J ,('::-: ' / ! .. I. ~ \ I. ::/ / · · r 1 .. I~ .. I ... • • • t \ZS 1.·. -D-o-D TRACT B DRAINAGE FACILITIES ,':( ',}' -·-· ---·· ----! -- / • ' \ ' .... _ \···- • ! I I I I ! / ; .... ------.. -.. -.. -_-__ -_-_·:.----:..-__ -:.-.:::·.:.-.:-.. --------.. -.. -.. ---""'-c~-. ~-======co ' . ,. ··-- ·, . ... '-. SE 192ND STREET / I / / -----... ----·-------------~------ Jf ~;..-· -,-="~"=""~"~·-+-----l . " T SE 192ND sr. SITE BOULEVARD '''" PAAK VICINITY MAP iii: q N.T.S. SITE DATA 1. SITE ADDRESS: 11634 192ND STREET 2. ASSESSOR'S PARCEL NUMBERS: 619840-0180 3. GROSS SITE AREA: 98,008 SF (2.25 AC.) 4. EXISTING USE: SINGLE FAMILY RESIDENCE (VACANT) 5. PROPOSED USE: 9 LOT SINGLE FAMILY SUBDIVISION 6. ZONING: R-6-SO (RESIDENTIAL 6 DU/ACRE) 7. COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL MEDIAN 8. ALLOWED MINIMUM LOT WIDTH: 30 FEET 11. BUILDING SETBACKS: FRONT (STREET): 10 FEET GARAGE: 20 FEET INTERIOR: 5 FEET 13. BUILDING HEIGHT MAXIMUM: 35 FEET 15. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY CRAMER NW, INC. UTILITIES/SERVICES= WATER/SEWER: POWER/GAS: PHONE: FIRE: SOOS CREEK WATER & SEWER DISTRICT 14616 S.E. 192ND STREET RENTON, WA 98058 (253) 630-9900 PUGET SOUND ENERGY 6905 SOUTH 228TH STREET KENT, WA 98032 1 (888) 225-5773 QWEST COMMUNICATIONS 23315 -66TH AVENUE SOUTH KENT, WA 98032 1 (800) 244-1111 KING CO. FIRE DISTRICT # 40 10828 SE 176TH STREET RENTON, WA 98055 .------·--·---. SCHOOL: ( 425) 255-0931 KENT SCHOOL DISTRICT NO 12033 S.E. 256TH STREET KENT, WA 98031 (253) 852-9550 OWNER= SHARMILA RATHINAM 24006 SE 10TH ST. SAMMAMISH, WA 98015 (425) 359-2198 DEVELOPER= CHARTER HOMES, INC. 601 UNION STREET, SUITE 3920 SEATILE, WA 98101 (206) 322-4393 CONTACT: ERIK WICKLUND Cf) LU u iii3 5 w (f) _J _J <C ~ ~:> z o w a: ~ C 0_ z O o._ 0 ·u5 •<( rr: .... I- ; .2 1---<C Z O o; .. .J w w {. o_ ~ g " tc" Z ~ <CZ, !;!c' (/) ... 2: (D ~ 9 ::J i;J w -o cc > C n UJ tU '- 0 _J Cl LL 0 f- LU (f) PLANNER/ENGINEER: ~ > LU a: 1- BARGHAUSEN CONSULTING ENGINEERS, ~n.. 18215 72ND AVENUE S. KENT, WA 98032 :S (425) 251-6222 ( 425) 251-8782 FAX CONTACT: IVANA HALVORSEN/ HAL P. GRUBB SURVEYOR= CRAMER NORTHWEST INC. 945 N. CENTRAL KENT, WA 98032 (253) 852-4880 NOTE: ALL SURVEY INFORMATION PREPARED BY CRAMER NORTHWEST AND BCE HAS NOT VERIFIED ANY SURVEY INFORMATION SHOWN . LEGAL DESCRIPTION: LOT 9, BLOCK 1, NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. I I 1:5 ~ i j 0 t5 0. i "' ~ D w VJ ~ Ct'. ffij~©gDW~@ OCT O 6 2005 K.C. D.D.E.S. ~ <( z -J: ~ a: j -i J: en a: 0 u. .... 0 I 0 -I <D (/) w Q'. 0:: X w 0 ~ ~ 0. 1-----------11 .,- '" V C 0 ·o 1-----------10 Ul N .. W II (!) () z--> z c:: zW :::5 U) 0.. _J e5 Cl z Zw :::5 ::;; z ,,; 0 ~ c:: 25 c:: z Ww w zc5 (!) z i'5 ~ _J 6: > ::, () U) V 0 0 en C0 0 0 N ........ co 0 ........ 0 1' Q. / .,. 1------,.-------1 ~I~ ~ .c E :, z .c 0 ~ I W co ·o 0~ ;/ ~1 ;, ,._ _________________________________________________________________________________________________________________ ..,.. ___________________________ .._ ___ _,_ ___ _ ,, ,',•, ;t;;,~¥;it; .·,b'-Y· ., <s :;. -'~ . ,, •· ' ,, i' RA THINAM SHORT PLAT "' ~ -~ . . ,:,.}t1~f,;:.. . . 'rt DEt AILED SIGNIFICANT TREE RETENTION PLAN SIGNIFICANT TAe!E Rf!=TENTION PLAN NOTES, PLANTING and MAINTENANCE SPECIFICATIONS ~ 0 ~ SIGNIFICANT TREE RElENTION PLAN NOTES: • • • • • • PURSUANT TO KCC 21A.38.230 OR KCC 16.82.156 AN APPROVED SIGNIFICANT TREE RETENTION PLAN IS ON FILE wrrH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) RECORDS CENTER, ON SHEET C7 OF THE APPROVED ENGINEERING PLANS NUMBER L04S0003, LOTS 1 THROUGH 9, WrTHIN THIS PLAT CONTAIN TREES THAT MUST BE RETAINED PER SAID APPROVED TREE RETENTION PLAN, ANY PROPOSED CLEARING, GRADING OR CONSTRUCTION ACTIVrrlES THAT WILL (OR MAY) IMPACT A SIGNIFICANT TREE WrTHIN SAID LOTS MUST BE REVIEWED AND APPROVED BY KING COUNTY DOES LAND USE SERVICES DIVISION AND/OR SUCCESSOR, FOR COMPLIANCE WrrH SAID TREE RETENTION PLAN. THE CURRENT LANDOWNER AND FUTURE LANDOWNERS SHALL MAINTAIN AND PROTECT SAID TREES AND SECURE PERMITS . AS REQUIRED TO PERFORM ANY MAINTENANCE AND/OR SECURITY ACTIVJlY SUCH AS HAZARD TREE REMEDIATION. KCC 16.82.150D APPLIES TO THE SUBJECT PROPERTY. THEREFORE, CONSTRUCTION WORK INVOLVING SOIL DISTURBANCE, GRADING AND FILLING OF THE SITE, INCLUDING INDIVIDUAL RESIDENTIAL BUILDING PAD PREPARATION, IS PROHIBITED FROM OCTOBER 1 THROUGH MARCH 31, UNLESS OTHERWISE APPROVED BY KING COUNTY DOES OR rrs SUCCESSOR AGENCY, CONSISTENT WITH THE PROVISIONS OF KCC 16.82.150D. THE PERMIT APPLICANT SHALL DETERMINE THAT THE FINAL TREE RETENTION PLAN DOES NOT INCLUDE SIGNIFICANT TREES UNABLE TO SURVIVE MORE THAN TEN YEARS AITTR THE DATE OF PROJECT COMPLETION. SIGNIFICANT TREE PROTECTION: 1. PRIOR TO ANY CLEARING ALL TREES TO BE RETAINED SHALL BE FILAGGED. 2. PRIOR TO GRADING AND THROUGHOUT CONSTRUCTIONS, A TEMPORARY CHAINLINK OR PLASTIC NET FENCE SHAUL BE USED TO IDENTIFY THE PROTECTED AREA OF ANY SIGNIFICANT TREE DESIGNATED FOR RETENTION. THE HEIGHT OF SUCH FENCING SHALL BE ADJUSTED ACCORDING TO THE TOPOGRAPHIC AND VEGETATIVE CONDITIONS OF THE SrrE TO PROI/IDE CLEAR VISUAL DELINEATION OF THE PROTECTED AREA. THE SIZE OF THE PROTECTED AREA AROUND THE TREE SHALL BE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER MEASURED FOUR FEET ABOVE THE GROUND. AT NO TIME DURING AND AFTER CONSTRUCTION SHAUL THE FOLLOWING BE PERMITTED WITHIN THE SIGNIFICANT TREE PROTECTION AREA: (A) IMPERVIOUS SURFACES, FIUL, EXCAVATION, OR STORAGE OF CONSTRUCTION MATERIALS (B) GRADE LEVEL CHANGES, EXCEPT IN LIMITED CIRCUMSTANCES WHERE PROPOSED IMPROVEMENTS USING PERMEABLE ATERIALS ARE DETERMINED BY AN ftRBORIST TO BE NON-DETRIMENTAL TO JHE TREES ROOT SYSTEM. SIGNIFICANT TREE MAINTENANCE: (a) ALL SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE LIFE OF THE PROJECT INCLUDING MONITORING (b) AUL SIGNIFICANT TREES SHALL BE PRUNED AND TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDITION OR TO PREVENT PRIMARY LIMB FAILURE. THIS REQUIREMENT SHAUL NOT BE INTERPRETED TO AULOW: (1) TOPPING OF PRIMARY STEMS (2) PRUNING THAT RESULTS IN THE LOSS OF 20 PERCENT OF VEGETATIVE MASS (3) CUTTING OF MAJOR ROOTS, EXCEPT IN PREPARATION FOR TRANSPLANTATION OR AS DEEMED NECESSARY AND/OR ACCEPTABLE BY A CERTIFIED ARBORIST (4) WITH THE EXCEPTION OF DEAD, DISEASED OR DAMAGED TREES SPECIFICAULY RETAINED TO PROVIDE WILDLIFE HABrTAT; OTHER DEAD, DISEASED, DAMAGED OR STOLEN PLANTING SHAUL BE REPLACED IMMEDIATELY OR THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. NOTE: ALL TREE'S TO BE REMOVED, PRUNED, OR LIMBED FROM PUBLIC RIGHT OF WAYS REQUIRES A RIGHT OF WAY USE PERMrT FROM THE APPROPRIATE PUBLIC AGENCY AND NEEDS TO BE SECURED AND SUBMrrTED TO KC DOES PRIOR TO ANY CLEARING IN THESE AREAS. (CONTACT BERNARD THOMPSON FOR CLEARING IN KING COUNTY RIGHrr OF WAY AT TELEPHONE NUMBER 206-296-0887 OR E-MAIL BERNARD.THOMPSONCIMETROKC.GOV. PLANTING SPECIFICATION PLANTING FOR REPLACEMENT OF SIGNIFICANT TREES CAN BE PERFORMED BY THE PLAT DEVELOPER OR FUTURE BUILDER. IF THE BUILDER IS TO PERFORM THE PLANTING AS REQUIRED BY KCC 21A.38.230 OR KCC 16,82. 156, IT MUST BE STATED IN WRITING IN A CONSPICUOUS LOCATION ON THE FACE OF THE DETAILED SIGNIFICANT TREE RETENTION PLAN. THE BUILDER MUST BE MADE AWARE BY THE PLAT DEVELOPER THAT PLANTING OF REPLACEMENT SIGNIFICANT TREES WIUL BE THEIR RESPONSIBILITY. A LETTER TO THAT AFFECT SHAUL BE .SUBMrrTED BY THE PLAT DEVELOPER TO THE DOES LAND USE INSPECTOR AT THE TIME DF PLAT RECORDING. FUTURE BUILDING PERMITS ON LOTS REQUIRING PLANTING OF REPLACEMENT SIGNIFICANT TREES SHALL NOT BE FINALED NOR FINAL OCCUPANCY AWARDED UNTIL THESE TREES HAVE BEEN SUCCESSFUULY PLANTED/MONrTORED AND THE CONDITIONS OF THIS S1GN1F1CANT TREE RITTNTION PLAN MET. ' . ,' " , ' --'-·-·--·~· ,, GENERAC cdNo~aNs ,J .· . ' ; * IN, !RE(;,,, Ym~~ffg]t PLANTING AREAS, THE LANDSCAPE C9fltRACTQ8/Q~Lc;JP;~ / BUILDER SHALL REMOVE WEEDY OR EXOTIC l~.v.l.bAS ... IYE ; S,~~c.~.ij ES (E,!l: ,.~90T'S BROOM, ENGLISH IVY, HIMALAYAN • • A!l , : E';'.t8GJ!~~}; ,, """"KBERRY, REED CANARYGRASS, PURPLE L9Q$~STR!(E(,;/J!Ebq(., BINDWEED (MORNING GLORY), JAPANESE K~d!W .. EED,. J: ... ~!1 ... " .. JH.·1$)". LE, AND CREEPING NIGHTSHADE) BY MANUAL 0~ ; C. HEMlp,(l. : :!I" .. """.· ~Jf.l HIS MUST BE PRE-APPROVED BY KING COUNTY DO~) PRIQ~ fl,· ~lAijf .INSTALLATION. . ~DSCAPK,;,~;i''ij~~/DEVELOPER/BUILDER SHAUL VERIFY THAT PiANt·.·.·. I.N· $t.A[· .. !ION,A:ONDITIONS ARE SUITABLE WrTHIN .. THE Pf.NjilNG / AR ., . Mfr UNSATISFACTORY CONDITIONS SHAUL BE C0~8ECTE(!},, IOR ), :TO START OF WORK. WHEN €OND1T10NS D .. E'TRI.MENt .. ~.· .. :J.~Q . .f~lfNtJ;ROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FJLLi AD'(!;ij$ .~,;v,l~E CONDITIONS, SIGNIFICANT VEGETATION, g.!t ,2BS1JWJ;:t OtJf&t. S, JHE LANDSCAPE CONTRACTOR/DEVELOPER SHAUL NQTirr ~0. !lbt .. ~RIOR TO PLANTING. BEGINNING OF WORK C0NST1TUT~$. Aec AN~E OF CONDITIONS AS SATISFACTORY •. wt EX1ii!it~~l~:g~~ :0~~~ IN BE A INJ!i:~~D N! U~IC '. ) . R,( . LOCATE/stAKE/VE~IIJ PLA~tiNG AREAS :··.:-. . _' >\ :. __ .;"'./.,• ~ : ;' /_,{ • 1.ANt' Q$CAPl . ,(1.]NJ]A·q<)·i~'R/DEVELOPER/BUILDER SHALL FIELD LOCATE, S,)\~~. ANt/ v1,R[r ,. P...iNTING AREAS AND CONFIGURATIONS PRIOR TO Pl,A···f{fi· NG;JH·l·~···.·!HA ... L,l;."','~.F PROXIMATE WHAT IS SHOWN ON TH.E DOES APPROVE~.> :, ~ llNIFIQ'ANT TREE RETENTION PLAN. ALL ~~J~!ONS/i;Hl@i ESJ.SHAUL BE PRE-APPROVED BY ODES AND QOCUMENfED f'oR Rt.w0RD1NG AT FINAL PLAT APPROVAL : .' .,_:-''.·:·.">.,.·. '.i,}{ APPRovt PlANTiN~ cooAtio.Rs AND sPAc1NG * PkN'{I:. :.·. °JNG .-~?0Af10~;;.S'HoWN ON PLANTING PLANS ARE APPROXIMATE, ~~D 01,,lt!NTJCl~ATED SITE CONDITIONS. ACTUAL PLANTING LQ~TIONt MAY, ,,,VARY FROM THOSE SHOWN DUE TO FINAL SITE SONPITIO~~. \)'AND ,, LOCATIONS OF EXISTING VEG~ATION. N~.RTHE~,i /Y {,VARIATIONS FROM THE PLANTING PLAN WILL • REQUIRE P 19.~ .• PRO'JAL BY KC ODES. Sl,GNiFICAf!f t~tf: SPAbff,JG \;HALL BE A MINIMUM OF FIITTEN FEET (i·l!'~ 0/l :.M, sr;te:((oN THE APPROVED PLANTING PLAN. SPACING fH1ou,.11f t'ilit!~~~)~~fW SIGNIFICANT TREE'S ROOM TO EXPAND PART 2 .. ~LAN! !MfERIAJ. STANDARDS • -~~~~CAPE .lo~~R/DEVELOPER/BUILDER SHALL EXAMINE PLANT MAl,RIAL, l='JilOr< ,Jv.:.J'LANTING. ANY MATERIAL NOT MEETING THE R;UIREQ, .~f,.tlFJ~.ltbNS SHALL BE IMMEDIATELY REMOVED FROM Tp~ . srJ .·· 0011 'llt.J;'l,ACED WrrH LIKE MATERIAL THAT MEETS THE Rf;QUIREL(;~'., . 1e1NPA~~~. PLANT MATERIAL SHALL MEET THE R~UIREt;IE • .Clt CQQNTY, STATE AND FEDERAL LAWS WITH RESPECT 10 .. PLA.NtQl .. ,,fis .... E .. fl.· .. D, INFESTATIONS. INSPECTION CERTIFICATES, ~;{:)~IRE!L~Y, !-('Y(, .SQ!'LL ACCOMPANY EACH AND EVERY SHIPMENT AND S~UL J!t. SV~M, .. 0 TO THE LANDSCAPE CONTRACTOR/DEVELOPER M~gN R~P1~!~-.,Ci(_P . T MATERIAL THESE CERTIFICATES SHALL BE MMUE AV('J..,,,.".,.. 1u p DOES AS REQUESTED BY THE INSPECTOR. * P.\'.ANT ~rt~!~ .~Jt BE LOCALLY GROWN (WESTERN WA, WESTERN OR, OR,W~EAR l!O), i t,H ·. THY, BUSHY, IN VIGOROUS GRdWING CONDITl~NL ANtL~!i[l~A . TEED TRUE TO SIZE, NAME AND VARIETY, IF REPLACdJ~T . Qt/ t'.L"~l .,ATERIAL IS NECESSARY DUE TO CONSTRUCTION DAMAGE, ;, .. OR !', .... JAILl!. J WITHIN THREE (3) YEARS OF INSTALLATION, THE SIZES. , .~PIC.I S},Nb."' .. 1 !)UANTJTIES SHAUL BE EQUAL TO SPECIFIED PLANTS. A§ INDl~TJ, _, ON .•t1J:: APPROVED PLANS. * ~~S \~.·8~~i~t ~Q.'RSERY GROWN, WEUL-ROOTED OF NORMAL GROWTH "~• H~~tt,,./11'<.'(. i:Jlf:E FROM DISEASE OR INFESTATION, KC ODES ~~E~.!i ... t ..... fl ..• ~IGJ.)ro REQUIRE REPLACEMENT OR SUBSTITUTION OF Atff PLANTS ;EMc.11 :UNSUITABLE. . ·• _ . : -',:,._'-c• ·_ '.f ' • rll.as ~8N£.·'.'>~A~ UNIFORM BRANCHING, s1NGLE STRAIGHT TRUNKS Af/1) T8ti, C£ff1Mti .. <, LEADER INTACT AND UNDAMAGED. .· BALLED AND 1!0BLAPP~/ ~Q\:KjJ,iALL HAVE BEEN ROOT-PRUNED AT LEAST ONCE y/tf\jlN t~t '<,.fR~IQUS TWO YEARS, AND THE PLANT sfQCK SHALL H.~Yf a.{~N .. ,9!lOW/iJI. .'f.J A coNTAINER FoR AT LEAST oNE fULL ROWING ~-Oi'Ji:' gQ,HAI~~ .' STOCK SHAUL BE FUULY ROOTED BUT NOT R. OdClT-~O ... V~DiJ' ... ,,MATERIAL WITH DAMAGED ROOT ZONES OR BROKEN R OT BALls, 111LL .Nl:!l BE ACCEPTED. • • t~FE~&M1~~(!t~N~E :~s~ :e~ F~~N~~~~:r· F~~~. ORIGINAL C:~~L, L~DER MUST BE HEALTHY AND UNDAMAGED. :. ___ -\J-''·"'-!,_'··.-:: _,_ . .->'A . l)NDSCAl' .. ' .. 1.· ®. '[( ~. :. R/DEVE:LOPER/BUILDER SHAUL SUBM .. rr A LIST Qf' . Pl#{T /.~rf,LI~B NAMES, ADDRESSES, PHONE NUMBERS AND §i:QRAGE/GRO\<IING LOCATION OF THE MATERIAL TO KC ODES PRIOR TO PlANTIN(l, . , SUBSTlt\JttONS • --,,.-, , , ~r -.-., -··-·--,-- LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST PART 3 -PLANT INSTALLATION SOIL PREPARATION/AMENDMENTS SOIL PREPARATION/AMENDMENTS • • • • • • • • PRIOR TO INSTALILATION OF PLANTINGS, ALL CONSTRUCTION DEBRIS AND ANY OTHER NON-NATIVE MATERIAL SHALL BE REMOVED FROM THE MITIGATION AREA. TREES AND SHRUBS SHALL BE PIT PLANTED AS SHOWN IN THE APPROVED PLAN DETAILS. A SOIL MOISTURE RETENTION AGENT (POLYMER) SHAUL BE INCLUDED IN PLANTING BACKFILL PER MANUFACTURER'S SPECIFICATION. IN NON-GRADED PLANTING AREAS, PLANTING PrTS SHALL BE BACKFILLED WITH A 50/50 MIXTURE OF IMPORTED, WEED FREE TOPSOIL AND THE NATIVE SOIL FROM THE PLANTING PIT. IN GRADED AREAS, PLANTINGS SHAUL BE INSTALLED DIRECTLY INTO NEWLY PLACED TOPSOIL. IMPORTED TOPSOIL SHALL BE A 3-WAY MIX ACQUIRED FROM AN APPROVED LOCAL SUPPLIER. SOILMOIST, OR EQUIVALENT, SHAUL BE ADDED TO THE TOPSOIL BACKFILL OF ALL PLANTING Prrs, THE SOILMOIST SHAUL BE HYDRATED BEFORE BEING ADDED TO TOPSOIL BACKFILL MANUFACTURERS RECOMMENDED APPLICATION RATES AND USAGE SHALL BE FOULOWED. WOODY PLANTINGS SHAUL BE FERTILIZED wrrH A SLOW RELEASE (8 MONTH) HIGH NITROGEN, LOW PHOSPHORUS GRANULAR FERTILIZER (21-3-7), WITH APPLICATION RATES AS SPECIFIED BY THE MANUFACTURER. FERTILIZER SHAUL BE APPLIED AFTER PLANTING PrT IS BACKFILLED, AND PRIOR TO APPLICATION OF MULCH. FERTILIZER SHALL NOT BE APPLIED BETWEEN NOVEMBER AND MARCH • OUTSIDE OF WETLAND AREAS, A 3 INCH LAYER OF MULCH (MEDIUM DOUG FIR BARK) SHAUL BE PLACED AROUND THE BASE OF EACH NEW TREE TO A 36" DIAMITTR FOR EROSION, WEED CONTROL AND MOISTURE RETENTION. EXISTING NATURAL OR LANDSCAPED AREAS THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, UNLESS IMPROVEMENTS OR MODIFICATIONS ARE SPECIFIED FOR THOSE AREAS. . LANDSCAPE CONTRACTOR/DEVELOPER SHALL EXERCISE CARE TO PROTECT FROM INJURY TO TRUNK, ROOTS, OR BRANCHES OF ANY TREES OR SHRUBS THAT ARE TO REMAIN. ANY LIVING WOODY PLANT THAT IS DAMAGED DURING CONSTRUCTION SHAUL BE TREATED WITHIN 24 HOURS OF OCCURRENCE. CONTRACTOR SHAUL PRUNE WOUNDED PORTIONS OF PLANT IMMEDIATELY AFTER DAMAGE OCCURS. INJURED PLANTS SHALL BE THOROUGHLY WATERED AND ADDITIONAL MEASURES SHALL BE TAKEN (AS APPROPRIATE) TO AID IN PLANT SURVIVABILITY. GRADING: THE DUFF LAYER AND NATIVE TOPSOIL SHAUL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTEND PRACTICABLE. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ON-SITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHAUL BE REAPPLIED TO OTHER PORTIONS OF THE SrrE WHERE FEASIBLE. AREAS THAT HAVE BEEN CLEARED AND GRADED SHAUL HAVE THE SOIL MOISfURE HOLDING CAPACITY RESTORED TO THAT OF THE ORIGINAL UNDISTURBED SOIL NATIVE TO THE SITE TO THE MAXIMUM EXTENT PRACTICABLE. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO .MITIGATE FOR LOST MOISTURE-HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM OF 8 INCHES THICK, UNLESS THE APPLICANT DEMONSTRATES THAT A DIFFERENT THICKNESS WIUL PROVIDE CONDITIONS EQUIVALENT TO THE SOIL MOISfURE HOLDING CAPACITY NATIVE TO THE SITE, REPLACED TOPSOIL SHAUL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN 8 TO 13 PERCENT DRY WEIGHrr AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. CLEAN UP • LANDSCAPE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE REMOVAL OF CONSTRUCTION MATERIAL AND DEBRIS ON THE SITE FOLLOWING INSTALLATION Of PLANT MATERIALS. ALL DEBRIS MUST BE REMOVED TO A LEGAL LANDFILL FACILITY, PART 4 -PLANT WARRANTY AND MONrTORING • LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER'S WARRANTY SHALL INCLUDE REPLACEMENT OF PLANTS (SAME SIZE AND SPECIES SHOWN ON THE APPROVED PLANS) THAT PROVE ErrHER TO BE MISLOCATED OR UNSUrTABLE AS TO PLANT MATERIAL STANDARDS. EXCEPT FOR LOSS DUE TO EXCESSIVELY SEVERE CLIMATOLOGICAL CONDITIONS (SUBSTANTIATED BY 10 -YEAR RECORDED WEATHER CHARTS), INSTALLED PLANT MATERIAL ARE REQUIRED TO BE GUARANTEED FOR THREE YEARS AGAINST DEFECTS AND UNSATISFACTORY GROWTH. PLANTS REPLACED SHAUL BE REINITIATED UNDER PLANT GUARANTEE CONDITIONS. THE MONITORING PERIOD SHALL BE THREE (3) YEARS FROM INSTAULATION ACCEPTANCE IN WRITING BY THE ODES INSPECTOR. PART 5 -FINAL ACCEPTANCE • • UPON COMPLETION OF PLANTING, THE LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER SHALL PROVIDE THE ODES INSPECTOR WrrH A SET OF CLEARLY MARKED PRINTS DESIGNATING THE ACTUAL LOCATIONS OF PLANTINGS WrrHIN THE MITIGATION AREA. LANDSCAPE CONTRACTOR/DEVELOPER SHALL KEEP A COMPLETE SET OF PRINTS AT THE JOB srrE DURING CONSTRUCTION FOR THE PURPOSE OF 'RED LINING' CHANGES OR MODIFICATIONS TO THE APPROVED PLANS AND SHAUL UPDATE SAID INFORMATION ON A DAILY BASIS. KC DOES SHALL APPROVE PLANTING LOCATIONS AS DEPICTED ON THE APPROVED REPLANTING PLAN. IF ITEMS ARE TO BE CORRECTED A PUNCH LIST SHAUL BE PREPARED BY THE DDES INSPECTOR AND SUBMITTED TO THE LANDSCAPE CONTRACTOR/DEVELOPER/BUILDER FOR COMPLETION. AFTER PUNCH UST rTEMS HAVE BEEN COMPLETED, DOES INSPECTOR SHALL REVIEW THE PROJECT FOR FINAL ACCEPTANCE OF PLAN IMPLEMENTATION, AS BUILT SUBMITTAL ON PLATS PRIOR TO FINAL PLAT INSPECTION FOR RECORDING THE SIGNIFICANT PLAN TREE RETENTION PLAN PERMlfilE SHALL SUBMIT AN AS-BUILT SIGNIFICANT TREE RETENTION PLAN TO THE ODES INSPECTOR SHOWING AUL PLAN REVISIONS/CHANGES AND VERIFYING THAT THE DOES APPROVED SIGNIFICANT TREE RETENTION PLAN (APPROVED AT THE DOES ENGINEERING REVIEW STAGE) HAS BEEN. COMPLETED PER PLAN REQUIREMENTS. THIS AS-BUILT PLAN SHALL BE REVIEWED AND APPROVED BY THE srrE DEVELOPMENT SPECIALIST/FORESTER THAT rr CONFORMS TO S0-220 AND CAN BE RECORDED. IF APPROVED THE PLAN WILL BE SENT BACK TO THE ODES INSPECTOR FOR FINAL PLAT INSPECTION PROCESSING. MITIGATION MONITORING FOR SIGNIFICANT TREE SHALL COMMENCE UPON ACCEPTANCE AND APPROVAL OF THIS AS-BUILT PLAN AND LAST FOR 3 YEARS OR GROWING SEASONS. PART 6 -MAINTENANCE AND CONTINGENCY * MAINTENANCE WIUL BE PERFORMED TWICE PER YEAR TO ADDRESS ANY • • • • • • • CONDITIONS · THAT COULD JEOPARDIZE THE SUCCESS OF THE MITIGATION AREA. ESTABLISHED PERFORMANCE STANDARDS FOR THE PROJECT WILL BE COMPARED TO THE MONITORING RESULTS TO JUDGE THE SUCCESS OF THE MrrlGATION PROJECT, IF THERE IS A SIGNIFICANT PROBLEM WITH ACHIEVING THE PERFORMANCE STANDARDS, THE BOND HOLDER SHALL WORK WITH KC DOES TO DEVELOP A CONTINGENCY PLAN. CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMrTED TO: REGRADING, ADDITIONAL PLANT INSTALLATION, EROSION CONTROL, MEDIATIONS TO HYDROLOGY, AND PLANT SUBSTITUTIONS OF TYPE, SIZE, QUANTITY AND LOCATION. SUCH CONTINGENCY PLAN SHALL BE SUBMITTED TO THE KC DOES INSPECTOR BY DECEMBER 31 OF ANY YEAR WHEN DEFICIENCIES ARES ON - DISCOVERED. CONTINGENCY WIUL INCLUDE MANY OF THE rrEMS LISTED BELOW AND WOULD BE IMPLEMENTED IF THESE PERFORMANCE STANDARDS ARE NOT MET, MAINTENANCE AND REMEDIAL ACTION ON THE SITE WILL BE IMPLEMENTED IMMEDIATELY UPON COMPLETION OF THE MONITORING EVENT (UNLESS OTHERWISE SPECIFICALLY INDICATED BELOW). DURING YEAR ONE, TWO AND THREE REPLACE ALL DEAD PLANT MATERIAL WATER ALL PLANTINGS AT A RATE OF 1" OF WATER AT LEAST EVERY WEEK BETWEEN JUNE 15 -SEPTEMBER 15 DURING THE FIRST YEAR AFTER INSTALLATION, AND . FOR THE FIRST YEAR AITTR ANY REPLACEMENT PLANTINGS (C & M). REPLACE DEAD PLANTS WITH THE SAME SPECIES OR A SUBSTITUTE SPECIES THAT MEETS THE GOAL AND OBJECTIVES OF THE ENHANCEMENT PLAN, SUBJECT TO KC ODES APPROVAL RE-PLANT AREA AITTR REASON FOR FAILURE HAS BEEN IDENTIFIED (E.G., MOISTURE REGIME, POOR PLANT STOCK, DISEASE, SHADE/SUN CONDrrlONS, WILDLIFE DAMAGE, ETC). REMOVE/CONTROL WEEDY OR EXOTIC INVASIVE PLANTS (E.G., SCOT'S BROOM, REED CANARY GRASS, HIMALAYAN BLACKBERRY, PURPLE LOOSESTRIFE, ETC.) BY MANUAL OR CHEMICAL MEANS AS APPROVED BY KC DOES. USE OF HERBICIDES OR PESTICIDES WITHIN THE MITIGATION AREA WOULD ONLY BE IMPLEMENTED IF OTHER MEASURES FAILED OR WERE CONSIDERED UNLIKELY TO BE SUCCESSFUL, AND WOULD REQUIRE PRIOR KC DOES APPROVAL TREES AND SHRUBS SHOULD BE WEEDED TO THE DRIPLINE AND MULCHED TO A DEPTH OF 3 INCHES. AUL NON-NATIVE VEGETATION MUST BE REMOVED AND DUMPED OFF SrTE AT AN APPROVED LOCATION. CLEAN-UP TRASH AND OTHER DEBRIS • SELECTIVELY PRUNE WOODY PLANTS TO THIN AND REMOVE DEAD OR DISEASED PORTION OF TREES. PART 7 -PERFORMANCE BOND • TO ASSURE THE SUCCESS OF THE MrrlGATION, A PERFORMANCE BOND WILL BE POSTED WITH KC DOES BY THE DEVELOPER/BUILDER FOR THET PLAN COST OF IMPLEMENTING THE MITIGATION PLAN TO BE MONITORED FOR THREE (3) YEARS. rr WIUL BE THE DEVELOPER / PERMITTEE RESPONSIBILITY TO REQUEST A FINAL INSPECTION AT THE END OF THE THREE (3) YEAR MONrTORING PERIOD AND TO RELEASE THE POSTED BOND. ~~ :::E ::e :::E :::E 88 ~~ ::, ::, 88 ffiffi c.c. 88 V) 1/) ~~ ""0:: ~~ SiSi <><> ~Si <><> "' "' ~ o_ S7n- ..,_ ' --~ -~---------- CALL BEFORE YOU DIG: 1-800-424-5555 \ ! KING COUNlY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Date JAMES H. SANDERS, P. E. Approval Date DEVELOPMENT ENGINEER Comments: UT1UTY CONRJCT NOlE• CAUTION: THE CONTRACTOR SHAUL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF AUL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHAUL INCLUDE CAWNG UTILITY LOCATE C 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICAULY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHAUL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMrTS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING AUL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMrrs TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR omcE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE · 1111 WASHINGTON STREET S,E. P .0. BOX 4 7060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, AUL MONUMENTS DISPLACED, REMOVED, OR. DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS, THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHAUL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. C :i • "' } ] u ~ i ~ en 6 z z :5 j a.. z a..~ 0 ~1 ~ 0 ~ a: J: 0 i a: ~ Cl} * I ::E .. w <( Cl} w z .W -0 ~ ~. 0 ~ -LL -t, jciS F . ..! ~ ~ 0 V) ::E IO ·6 <( 1--00 z en en CX) -0) ~~~ l\i I a: .... ~ 0) w J: co :5 en m C? -co ::E' -::E <( ~ ~ a: ::E 'q" <( ::E -J: ~ Cl} ;; 'b 1i c "' ~ .~ ,11 :e z 0 -~ :,: ·~. ~~ ti . ;i ,, p ij 1-----.-----1.-/- 001; ' 0 r---[ 0. ' ' . . ' ' ,. ';, r' L \ ' s,·-, ,. ' ' ' ·i,/1:ft1tt:!t . . RA THINAM SHORT PLAT O~TAILED SIGNIFICANT TREE RETENTION PLAN . ., ahd REPLACEMENT PLANTING LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST 1"•30' 167 &;'I,, SE 176TH ST. 'l,,~''.,..--t~'--"'-=.:...:::.:.:....-j------1 -- 1 BOULEVARD LANE PARK 30=-------=.60 SE 192ND ST, SIGNIFICANT TREE REPLACEMENf GROWING EASEMENT REPLACEMENT TREE, TYPICAL i -Ts·· ,._u, . PARENT PARC[L- Af?CA: 98, 008± SO, FT, (2 -, + 'rR,s) . _,L,.)_,,, h-.., •'-• N'O'J'L". ,/,'.). ALL EXISTING ro &E REMOVED. REPLACEMENT TREE, TYPlcAl CALL BEFORE YOU DIG= 1-800-424-5555 VTlUTY CONR.JCT NOlE: CAVTlON: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLCTS EXIST. LOCATIONS OF SAID UllLITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTll~G ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR, APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S,E, P.O. BOX 47060 OLYMPLI\, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIEIILITY OF THE CONTRACTOR. 0 9;)/t\ . . !; \; ' \ \ ! l ,:' ~ .. \ LOT ? I ................. -G-----S89"40'54"W ,IJ21.64'(MEAS.) S89"40'54 "IV 1322,30'(PLAT) 50B--·""" ,/ ____ ...... ---·-----···--~-~ ··------·-/·····-····-······ ......... . ~,-..-8"'/"i-lV,1,,,., '0 • ~ -~· j C. t.1' '·" d://r\!"!,/'\ ~ 5[T R.R SPWE IN U.P. EL.= 505. 11 U.S. FEET SEE SHEET C7 OF 8 FOR COUNlY NOTES, DETAILS AND SPECIFICATIONS FOR SIGNIFICANT TREE RE I ENTION, PLANTING, and MAINTENANCE OF SIGNIFICANT TREES and, REPLACEMENT TREES. REPLACEMENT TREES NAME Abies grandls / Grand Fir Abies lasiocarpo / Subalpine Fir Calocedrus decurrens / Incense Cedar Thuja plicata / Western Red. Cedar __ _ Tsuga mertensiana / Mountain Hemlook-- . NOTES: 1. Trees to hove a minimum caliper of 3" (7' /8' height, typical). 15' spacing, minimum. 2. See County Notes (C7 of 8) for planting and maintenance requirements. 3. The above list based on species native to W. Washington. List is evergreen conifers due to availability, transplant survival potential, and compatibility to urban maintenance, .) __ ,.-----,--~~--~· ~ \ LOT 7 '' .............. --..... · 0.7'± SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT v"--,/'l----10' TYP. ir-,,,._ SIGNIFICANT TREE REPLACEMENT GROWING EASEMENT I ', i "-! ,, ------·-----··· .. / .................. --.... ---·······-ti1·•n•rn----tv ., / / ~:·ouND ccwcRrrr MONUMF.JJT EX. A.~(:?.{::!:5.b! ef.[Jf;E J-/ W;_, ...... '...1/2 BRASS DISK IN C'ASE CB (EX.) J.,.,. I \ 7~- RJM = 501.45 ~ ' 'f2" CPP lV.·= 499.55 .:,,;-:;1 ... 12" CPP F. ~ 4gg_oo SITE S 200TH ST. VICINITY MAP NTS SIGNIFICANT TREE INVENTORY and CALCULATIONS ~ T-13: NON-SIGNIFICANT TREE TO BE REMOVEO, 1 TOTAL (2 1 O" ALDERS) . ~ SIGNIFICANT TREES TO REMAIN, 27 (EQUIVALENT) TOTAL TAG /I. DESCRIPTION CONDITION T-1: 30" LOCUST Robinio pseudoacacio Good; over f. R.O.W. T-7: 12" LOCUST Robinia pseudoacocia Good T-9: 13' LOCUST Robinia pseudoacaclo Good T-10: 18" CHESTNUT Aesculus hippocastinum Fair T-11: 32" LOCUST Robinia pseudoococio Robinia pseudoacocio T-12: 26" FIR Pseudotsuga menziesii Good; Split leader T-35: 22" MAPLE Acer macrophyllum Good T-40: 13" ALDER Alnus rubro tregonol Fair T-41: 15" ALDER Alnus rubro oregano Fair T-42: 20' ALDER Alnus rubra oregona Fair T-43: 16" MAPLE Acer macrophyllum G99.<J T-44: 18" MAPLE Acer macrophyllum .· Good T-46: 18" COTIONWOOD Populus frichocarpa-: Good T-47: 36 11 FIR Pseudotsugc menziesii Fire damage CREDITS: . ~ SIGNIFICANT TREES TO BE REMOVED, 53 (EQUIVALENT) TOTAL THE FOLLOWING TREES LIE WITHIN lJTIUTIES, R.O.WAYS, OR BUILDING PADS, T-2: 18" FIR Pseudotsuga menziesii T-3: 24" FIR Pseudotsuga menziesii SIZE, SHADE T-4: 30' LOCUST Robinia pseudoacocla T-5: 30" LOCUST Robinia pseudoacocia T-6: 18' LOCUST Robinia pseudoacocia T-8: 3 12'-24' MAPLES Acer mocrophyllum T-14: 12• ALDER Alnus rubra 1oregonal T-15: 12" ALDER Alnus rubra oregona T-16: 18" ALDER Alnus rubra oregona T-17: 2 18' MAPLES Acer mocrophyllum T-18: 24 • MAPLE Acer macrophyllum T-19: 16' ALDER Alnus rubra (oregonal T-20: 18" ALDER Alnus rubra (oregano T-21: 12" MAPLE Acer mocrophyllum T-22: 14 • ALDER Al nus rubra (oregano) T-23: 13' MAPLE Acer macraphyll~m T-24: 12' ALDER · Alnus rubro oregano T-25: 12" ALDER Alnus rubro oregano 2 1 2 2 2 2 2 2 2 2 2 2 2 2 ,,,~.. ' -~ CREDITS TOTAL-27 T-26: 12' ALDER Alnus rubro oregona T-27: 2 18" ALDERS Alnus rubro oregano T-28: 12' ALDER Alnus rubra oregona T-29: 14" ALDER Alnus rubro oregono T-30: 20" ALDER Alnus rubra oregano T-31: 14" MAPLE Acer mocrophyllum T-32: 12" MAPLE Acer macrophyllum T-33: 14" ALDER Alnus rubra (oregonal T-34: 16' ALDER Alnus rubro (oregano T-36: 16' MAPLE Acer macrophyllum T-37: 18" FIR Pseudotsugo menziesii T-38: 32" COTTONWOOD Populus trichocarpa T-39: 24' COTIONWOOD Populus trichocarpa T-45: 2 24" COTIONWOODS Populus trichocarpo CALCULATIONS SITE AREA-2.25 ACRES TOTAL TREES INVENTORIED (SIGNIFICANT & OTHER)- TREES LOCATED IN R.O.W., OFF-SITE, ACCESS, SIZE & UTILITY INFRASTUCTURE EXCLUDED FROM COUNT- SURVEYED TREES IN PERIMETER LANDSCAPE AREAS- SURVEYED TREES LOCATED IN INTERIOR LOT AREAS- QUALIFYING SIGNIFICANT TREES- SIGNIFICANT TREE RETENTION REQUIREMENTS/PLAN: PERIMETER LANDSCAPE: INTERIOR BOUNDARIES AT 100 PERCENT RETENTION- PROPOSED RETENTION - STREET PERIMETER -1 TOTAL; AT 75 PERCENT RETENTION- PROPOSED RETENTION - AREAS INTERIOR OF PERIMETER LANDSCAPE- {34 TREES) 15 TREES 4 TREES 11 TREES 1 TREE 53 19 11 TREES ~ STATE OF /\ ~ WASHINGTON I REGISTERED 1 TREE RESIDENTIAL ZONE (R-6) RETENTION AT GREATER OF: 1. 20 TREES PER ACRE -2.25 ACRES x 20 = 45 TREES 2. OR, 10 PERCENT OF SIGNIFICANT TREES-10% x 19 = 2 TREES USE: 45 TREES TREE CREDITS- ~1 6 ~RCHITECT ~C;OR~ CERTIFICAlE NO. 5J4 / (VALID ONLY 'M'Tli S1GNA1URE) CREDITS: 11 2:1 RATIO (S.IZE)-9 .x 2; 2) 1:1 RATIO-1 x 1; SUBTOTAL-19 TREES CREDITS: 1 2:1 RATIO (SHADE)-4 x 2; SUBTOTAL-8 TREES TOTAL SIGNIFICAN TREES REQUIRED-45 TREES TOTAL SIGNIFICANT TREES RETAINED (WITH CREDITS)-27 TREES REPLACEMENT TREES REQUIRED: 18 TREES 3" CALIPER OR GREATER AT 2' DBH CREDIT PER 1" -18x12= (216/2)/3= 36 TREES (MAX.) LESS THAN 3' DBH AT 1:1 RATIO CREDIT-18x12= .216 CALIPER INCHES {REQUIRED SIGNIFICANT TREE IS BASED ON 12-INCH DIAMETER EACH, FOR REPLACEMENT.) KING COUN1Y D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Completion Completion Approval J' ~ II) ~ 5 <( (IC) z O> (IC) -O> ~ ~ <( N 3: I ..... ~ Cl) w J: (0 j en m C? ~ --(0 II) :::E 0 ~ a: ~ :::E <( ! -J: er, I i iu ] ~tl t 'otv,. ,$' 4- :Jt>.i . :.>_,, t,, '( " z :t "' ,., 10~ .~ .... ,:;" Date ~e t co~"' Date (IC) .. ... "q" .Q Date E 5 ;; -~ z .. 0 ;:::: .c Jl V> 0 co ~ 0 -·---- X, ii \~ ' . . q' 8 E n ,,: o .. 11.: ~ 0. " . (I): : J· ~ ~ o· f:j ~ r;· 0' ~ I 'O ~; r; l,,' "'¢' ! ~ ~ jj, ii .~: )1 ~. • ~ 2 "' 0 0 o. 31 'H . ,,: : ,J~ . ....,. ,},!'.' • • • i J --- ROOTED & CONTAINER PLANT MATERIAL --._ INSTALLED THROUGH EROSION CONTROL MAT PERMANENT WATEfl LEVEL FOR SCIRPUS SPECIES. EXPOSE STEMS EMERGENT PLANTS INSTALLED -----I,....:..__~ AFTER MAT INSTALLATION. MAT SERVES AS GOOSE BARRIER & EROSION PROTECTION 6" DEEP PREPARED ORGANIC SOIL NO SUPPLEMENTAL FERTILIZER EROSION CONTROL MAT: AMERICAN EXCELSIOR "CURLEX SINGLE NET" OR EQUIVALENT. (3) 6"x1" STAPLES PER SQ. YD. Erosion Mat/Deterrent Planting Section SCALE: 1 : 1 I \ ·r 46 \ a I ..... I a I \ \ I I --' \ \ \ I ' \1 ,;>,, "~ ·J'. ' , \ I I ! ·---·--- RA THINAM SHORT PLAT . Nlj/J'bU'b1"t JJU.J4'(C:ALC: U) 0 a~l 0--0 f.J-r.l;-0;--··0· ............ 0 7 "~::~--a-.... ·---..... ___ .. _ LOCATED IN THE s.w. 1/4 OF THE. s.w. 1/4 .. . 1 • <. -~o--.. __ .. ·" OF SE~TION 33, TbWNSHIP 23 NORTH, i. NGE 5 fAST /; ~ ( ,/ / / / 5' MIN. i J J i l I' J \\ "or,../-..... \ : I /' ,, /..; , .. \ "5 ' \ ,' / \ I -..c····' ,. / / I ! I / I I ' I I ·i /t~ I /, ' ---/ " ;:/;)Q__ ) ~TE~M~P~O~AA~R~Y~-~~~S~E=N~T~·~rr~P \ ?ff:t / ( 42' RADIUS) ,/ \ T-44 ,,, 6 \ / , ¥. V)<::)ro,/ ./' / . , ''-y I , I ;/ / If b ::: y 1'=20' 40 \ \ 7 I \ ( --8\ \ \ \ <, \ \ \ \ \ ' \ STREET TREE PLANTING NOTES: 1. STREIT TREES WITHOUT PERMANENT IRRIGATION SHALL BE INSTALLED DURING DORMANT SEASON (NOV. 1 TO MARCH 1) AND SHALL REQUIRE SUPPLEMENTAL WATER DURING SUMMER MONTHS (JUNE 15 TO SEPT. 15) FOR THE FIRST SUMMER GROWING SEASON; TO INCLUDE 7 GALLONS WATER PER WEEK PER TREE. WATER JS INCIDENTAL TO THE MAINTENANCE CONTRACT. 2. TREES TO BE LOCATED NO CLOSER THAN 1 O' FROM DRIVEWAYS, 15' FROM STREET LIGHTS, 5' FROM FIRE HYDRANTS AND UTILITY VALVES-METERS; AND, 1 O' FROM STORM FACILITY JNLITS-OUTLETS. REFER TO K.C. DWG. 5-009 FOR ADDITIONAL STANDARDS. 3. PER REVISED K.C.RD.STD'S. 5.11, STREET TREES PLACED WITHIN 4-FEET OF OF BACK OF CURB AND/OR EDGE OF SIDEWALK SHALL INCLUDE ROOT BARRIERS, PER K.C.P.W. DWG. NO. 5-009. WHERE FEASIBLE, AND AS NOTED ON THE PLANS, STREIT TREES ARE TO BE LOCATED NO CLOSER THAN 5-FEET ON-CENTER FROM THE ABOVE NOTED PAVING ELEMENTS. 4. STREET TREE SPACING IS 40'. GIVEN PROJECTED DRIVEWAY CURB CUTS AND UMJTATJONS OF UTILITIES SEPARATIONS, TREES ARE SPACED AS FEASIBLE WITH QUANTITY EQUIVALENT TO 40' SPACING. 5, PLANT LIST AND QUANillJES ARE SPECIFIC TO THIS SHEIT. I I I 1 ···~-"t,_; I I I o' tlR I ~ :5 I 42 ~~ \ ! ,......,. .. \ ! : '-'LO \ 0~ I ~ t-t') '•,. 0 ·-. "" oi"' (0 (,)\ v"-j ! O') \ 0 C"I C"I 4L--1.-----------------sS~IG~N*IF~IC~AN~T~T~R~E¥Js,_..;---i~~ TO REMAIN, 1YP. lO • • ·>,_, .I ... _, .. I , ' ii SIGNIFICANT REPLACEMENT TREE, 1YP. 9 ! I I ! , ' ~-I I I I I '\'71~ () L('\ I / T-40 .C"I ~ C). f'l IX) --C) ;_ (/) C) (/) STORM F~*IWft P~NG REQUIREMENTS: THE POND BOTTOM :~_-_D_ ~ID_ l $~OPES. §lib_·. LL BE SEEDED; AND IRRIGATED ONLY TEMPORARILY BETWEEN AN INSTALLATION TIM~ Qf MIPc;~Y THRQUGH FIRST WEEK OF SEPTEMBER. 10·' . .--· --t:,r-"'-' ;::.,,,, · ::--·,- 1) STORM WATER TJW:T .'1,9\Y::-QROW" §GD MIX. (120 POUNDS/ACRE) PORTIONS ABOVE' p~~;~J WATElf .WO RAGE. PERCENTAGES BY WEIGHT. . ·-_.t··~i-_,·, ·---~;:?~·:<~----:,} ' SEED NAME , ; " . PERCENTAGE OF MIX g::~ i1~EN11u~;~~6LA'(' . ~b~ RED FESCUE ·'"j\: •:,:. ::.: ,, . 25% CO.LONIAL BENT• !l!Wi .•. ~ (D_ •_RY_._·· ··-~LOP~$) 5% REQTOP BENT9~§ (~ij A!lEAS) ' 3% ABOVE SPECIES ..•. \J, ~Ri).Q~RA'ij: M/)RE THAN A COUPLE WEEKS OF INUNDATION. :V >'.-.,., __ .~-;-t:_,i:: ,: ·.· -< 2) POND EMERGENJ.~~~~jf;GITATIQl'j, INUNDATION 1 TO 3 FEIT. BARE-ROOT SEEDUNGS; lB"/24" SPACING PROVIDE EROSJDN/QQQ~r,\,Qg'ERRE!:lf tttAT FOR FOLLOWING PLANTINGS. PLANTING IN APRIL OR MAY SHOULD IMPROVE SURVJVM'.; IRR!l)ATf: E'ER HY!lROSEED REQUIREMENTS. SEED FORMS TO BE BROADCAST PRIOR TO MATIJNG AND HYP,,~O§Eij(N.~, -~ s9y[iQE: FOURTH CORNER NURSERY, B00.416.8640/FAX: 360.592.4323 SYMBOL SPEClj ... ' ,c COMMON NAME SPACING QUANT MAX DEPTH , , . '.:d'.l '. /·_. ·.',;,"'· .,~<:;: ' ,_-; •. .· . • '. /~ _{:,.-·• CAR~ •. R~NU!lJf . SLOUGH SEDGE BECK~~ ~l9A9HNE WESTERN SLOUGHGRASS 1058 SF SCJRP~~-,l,CYI\!,~ : HARDSTEM BULRUSH 2900 SF ,,.'¥:·.--,_,,,::t"',0;'".-,-, JUNCIJ!i. t;~S(fQUµ,S DAGGERLEAF RUSH ~ ·e-r· .·. :·t}}''-·/'t ·. SCIRP~$ MIQROQAA~US . SMALL-FRUITED BULRUSH CARE)(' 'AMPIQL~ '·. BIGLEAF SEDGE . JUNC~~ T~~ J~;{ SLENDER RUSH " 24" 18" 18" 18" 24" 18" 100 100 112 5 GRAMS LOWER ELEVATION EXPOSE STEMS SEED THROUGHOU T NG I EMERG. PLANT! 100 EXPOSE SCIRPUS 50 . n STEMS ABOVE 75 WATER LEVEL IN~NDATION GREATER THAN 3 FEIT. BARE-ROOT SEEDLINGS. 24" DENSITY. ' . ' , ;fC,-,\,~·Y"'-;· ' '. NARROWLEAF BURREED REED MANNAGRASS WHITE WATERLILY FIRE HYDRANT OR UTILITY POLE 10' MIN. PLANTING STRIP 24" 24' 24' 160 75 75 SPRING PLANTING TO 3' DEPTH HIGHER ELEVATION TO 3' DEPTH SIDEWALK NEXT TO VERTICAL CURB 50' MIN, 50' MIN. ~~ 4' PROXIMITY ---,,,;t..,,'f;. . .iW(f(.''~.._:;:;.- TO CURB/SIDEWALK-/: INSTALL /l' -1 O' .:-., . ROOT BARRIER ·· TYPICAL NOTES: 10' MIN. 1. TREES SHALL GEJi~RAkkY B,E PLAt,JTEP BACK OF THE SIDEWALK. PLANTING STRIP~ l'/11-l;' ~~l)PPRQVED ONLY AS PART OF A LANDSCAPING P~!f. Iii V/HIGl;I Pi.ANT MAINTENANCE, ~i~~tii~~~:;-r ~IT~ l!Jlh!TJ~~! ANQ TRAFFIC SAFETY ARE DULY • ?;_:/,-' -_· ·-:,' ·. , 2. IF PLANTING ST~l!'S ~~ ~ePRO~~p: A. MIN. DISTA~(:f; fR~t,1 (::ENTEij. C!f ANY TREE TO NEAREST EDGE OF X%RTl~A~ 9l)~!l SfjAJ.1-BE 4 FEET. B. TREES SH,;hL I'll':' §TAKED IN . ~ t,1ANNER NOT TO OBSTRUCT SIDEWALK J;Ijl•:ffl~; \''. . C. IN CASE Of• ~L,Ol,K:;;9~JS, MIN, CLEAR SIDEWALK WIDTH SHALL BE'§ f~l;T: IN flESID1'f1JIAL OR 8 FEET IN BUSINESS glSTJ31C,Tij, ' ':, ..... ' ' . :-· ·-+ 8'-10' ROOT BARRIER TYPICAL (SEE NOTE 5.) VERTICAL CURB LINE AT INTERSECTION 3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING. PHONE 684-1622. 4. SEE SEC. 5.03. 5. TREES LOCATED WITHIN 4' OF STREET CURBS AND SIDEWALKS SHALL HAVE ROOT BARRIERS PLACED ADJACENT TO AND ABUTIING STREIT CURBS AND SIDEWALKS. BARRIERS OF 8' -1 O' LENGTH ARE TO BE CENTERED ON EACH TREE. THE BARRIER SHALL EXTEND FROM 1" BELOW TOP OF CURB FOR 18" MINIMUM, VERTICAL DEPTH. KING couNfj fQ§pc WPRKs DWG. No. s-009 ' '::'',l·"· ~· , ;-A .. , ----. ... -·- ,, "', SE 192ND ST. PRUNE DAMAGED TWIGS AFTER PLANTING---~----------. PLACE IN VERT. POSITION: DOUBLE LEADERS WILL B~ REJ~Ql~D. ""· --~ : f, .... ... \ NOTES: ,-~1 _, ......... , .. ~ .... -l-----4-:lr. ··-·---------·"'"'""'\""""-...--------,~------& ·······--------........................ _______ . ··········-··------·---................................. -.. ----- S89'40'54"W )J21.64'(MEAS.) S89'40'54YW 1322.JO'(PLAT) ·---+---··••>"••••"'"""""''""'"' ___ _ o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES / / LEGEND -PLANTING SCHEDULE 0 SIZE NAME CONDITION SPACING TREES: ACER PLATANOIDES 'COLUMNARBROAD'/ 3• CAL. 30' (TYP.) PARKWAY MAPLE B & B PRUNUS SERRULATA 'KWAN'ZAA'/ 3• CAL. AS SHOWN KWAN'ZAA CHERRY B & B PSEUDOTSUGA TAXIFOLIA / 6'/7' HT. AS SHOWN DOUGLAS FIR B&B THUJA OCCJD. 'WOODWARDII'/ 18" -24" 4' WOODWARD GLOBE ARBORVITAE B&B/CONT. 13 STREET TREES AT 3" CALIPER AND 8 DOUG FIR TREES ARE REQUIRED TO MEET SIGNIFICANT TREE RETENTION AND REPLACEMENT REQUIREMENTS OF THE P-SUFFIX SDO CONDITIONS. SEE TREE RETENTION PLAN, C5 OF 5. QUANT. 4 11 B 25 / / REMARKS ) STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREIT TREE USE, 6-FOOT STANDARD STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STANDARD STAKE, GUY ONE GROWING SEASON REPLACEMENT TREES FOR SIGNIFICANT TREE RETENTION HOLD 3' FROM BORDERS I . MAXIMUM WATER SURFACE GRASS SEED MIX PER LIST STATIC WATER SURFACE _ 1'._MA,X,_DEPTH (SOFT RUSJ:!L _ _!_MAX. DEPTH (SPIKE RUSH) _ _ ~'._(iEPTH (HARDSTEM BULRUSH)_ BOTTOM (DEEP WATER PLANTS) DEAD WATER STORAGE ELEV. ** POND BOTTOM 12" 12" -18" PLANTING ZONE ----- ... :). ,/ 24"-30" PLANTING ZONE FOR NEW EMERGENT SPECIES TYPICAL MAXIMUM GROWING DEPTHS NOTE: ** SEE CIVIL DRAWINGS FOR ELEVATIONS. TYPICAL DRAINAGE POND PLANTING SECTION NOT TO SCALE o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FJH/~H~q ~RAPE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY . . . ·' o BACKFILL TD BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDL~i;;::i 9F MATl::RIAL. o FERTILIZER IS NOT RECOMMENDED. >'.'.' .. : ·• · .. X, , (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLLlMl'l C ..... · WITH ELASTIC CHAIN-LOCK TYPE OR RUBBER GUYS Tli::P II'/ · . FIGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWINP ?~§Pi'! PROTECTIVE WRAPPING DURING SHIPM~NT TO SITE & INSTAhi:t,TIQN ----..._'!1--c!!r-lt REMOVE AT COMPLETION OF PLANTING.; . ,. · ' ' ·, ... TURF PLANTING; PROVIDE 3' DIA. "NO GRl)SS" TREE RING 't. 3' DEEP MULCH IN WELL. MULCH: 1 /2" ~ "1 "''-SIZE Cc• .. 'Z, '', HOLD BACK FROM TRUNK 8" TO 1 O" .. ·. ,", ... .. PREPARE PLANTING BED PER SPEC'S; AT MIN., L00Sj::N ANO MIX SOIL TO 18" OR DEPTH OF ROOT~~k~ .AND 4 TIMES' ijAL~ ~16(, , ,, f ''.; • <_e, 0 :'· ,>-,,~ REMOVE L WRAP IES AND CONT ER SCORE ROOTBALL ANO WORK NURSE . .. S !le • . ... AWAY FROM PERIMET~R ROOTS. SPRE,\R,~OOTS INTO EXCAY,~T!9N• .< .. · _,, . ':.:."( •. •·.), .. · SET BALL ON UNDISTWRBED BASE OR 99MJoACTED MQUN\),. ~NQ'(;:fl BAL~ - ).:~\\~1~fi%. -. -:·.-< ?fr<._.-·.-.- PENETRATION TO 24'1 DEPTH . . "' . ' ..... =---.../ -;.,"'",_..::· ,l;,;. Deciduous Street Tree" petail _ 111;-',; ..... :f:'i (B and B, Less Than ~,;,~,i~),,,,£, ,,, . ' t ,'.,' •. .-' ,.,· ,·,J SCALE: NONE , 1-· ·.w· ,. ' ' w "' <( (f) STATE OF WASHINGTON REGJSTIERED ~--~ol::,llrf!oOH~~~R~U'-ECE::::~CT KING COUNlY D.D.E.S. Review Engineer Review Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: CERTIFICATE NO. 5D4 (VALID ONLY \IHH SIGNATURE} Completion Date Completion Date Approval Date w w a.. w (3 ~ en ~ I-0 z z ..J C: <( :5 a.. 0 :1 0 b: ,11 -LL ~ -0 z C, ..J :c --en en o • <( ~ W LL <( w~ z ~ 0: -:c I-g ~ w 0: C w en D. ~ ~ 0 ] z " <( ~ .5 .g :! 0 I= z ' ! i ~ (\I • ~ .D E ..... '\; ~ co 'o z • .c: .D ;:: V) 0 :i -, ~- ·a ' \ ' D I I \ \ i f y I! ! ' \ J 5 J Ll / '1------+-" ----------~-------------+<JH-~-,--'---....--j i CJ I i D 0 0 i ' 0 I 0 I 0 i 0 -46 I J ' I l • \ I \ ' \ \ / i OJ 4, C) LC) ' \} ' • ' • ' ' ' \ -----------------------------r'<,.J·'~'-1 I , • • \ \ \ \ \ \ \ I 3 \ I \ / r / / I / / I I I ~MPAN MQ10027i. f, .- (2-5 YEAR); & GX'/8014 /(5-12 YEAR) PLAY TtlYS. ,• ~I -;( . . . ., • .. / " " I Ii ]! i j / I . I I i I It I ! 9 TEMPORARY EAS ( 42' RADIUS) /, , , , \_, ,,~r;:,t:o' if -~y/ ---=---='" i'S,._ =:: I 1"=20' 0 10 20 = I SIGNIFICANT REPLACEMENT TREE, 1YP. , / -==- J 40 I \ 6 \ \ \ ' \ x \ \ \ \ \ ' I ! I "'i~ C) i{) I \ \ ~ T-44 /! / ' I I \ \ \ \ I I T------43 I SEE L1 FOR } POND PLANTING i / T-40 / 'Si· ("_) Cf) ) RATHINAM SHORT PLAT LOCATED IN THE S.W. 1/ 4 OF THE S.W. 1/ 4 OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 · EAST PLAY TOYS NOTES= PARK FURNITURE AND PLAY STRUCTURES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PLAY STRUCTURES SHALL COMPLY WITH ASTM STANDARDS, CPSC STANDARDS AND BE CERTIFIED. MINIMUM SAFETY ZONE STANDARDS ARE SHOWN. INSTALLATION SHALL PROVIDE NO LESS THAN 6" GREATER SAFETY ZONE THAN MINIMUM STANOARDS. EQUIPMENT SPECIFIED MEETS ADA USE & ACCESSIBILITY STANDARDS DF NOVEMBER, 2000. PLAY IMPACT SURFACING SHALL BE LOOSE FIBER AND SUPPLIER APPROVED COMBINATIONS OF UNDRAINAGE, RIGID SURFACE AND PADS AT HIGH USE ZONES. CERTIFIED PRODUCT MANUFACTURERS INCLUDE: FIBAR, B00.342.2721; WOODCARPET, B00.346.8524 THIS PLAN SPECIFIES PARTICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH MINIMUM ACCEPTABLE DESIGN. ALTERNATE STRUCTURES AND PROTECTION SHALL, AT A MINIMUM, BE OF COMPARABLE FEATURES, AGE, AND SAFETY STANDARDS. NOTE: PARK EQUIPMENT SPECIFIED IS BASED ON CURRENT CATOLOGS . OWNER RESERVES RIGHT TO SUBST!ll/TE EQUIVALENT MATERIAL 6" MINIMUM PLAY ZONE PER MANUFACTURE ---.... SPECIFICATIONS 4x6 NON-CCA TREATED TIMBER CURB W/ 24"x #3 REBAR @ 6" FROM CORNERS & 30" O.C. 3/ 4" EASED EDGES 4" PERF. ADS PIPE. DAYLIGHT PIPE AT WETLAND, C.B., OR DRAINAGE SWALE. OTHERWISE PROVIDE DRYWELL MINIMUM 24"x24"x24" DEEP ADA ENGINEERED WOOD CHIP SURFACING 12" (MINIMUM) COMPACTED DEPiH .,..,.,..,.,i,,.,.,.f"'f-,..."inn=~=iwl d~ .. ,. ,.--- ··; l ------. ················--..... i_ _____ --\b \ ··-------+------········ / / LEGEND -PLANTING SCHEDULE SEE SHEET L1 FOR PLANTING CONTINUATION. SYMBOL NAME TREES: Ir-, ACER PLATANOIDES 'COLUMNARBROAD'/ PARKWAY MAPLE PRU NUS SERRULATA 'KWANZAN' / KWANZAN CHERRY PSEUDOTSUGA TAXIFOLIA / DOUGLAS FIR SIZE CONDITION 3" CAL. B & B 3" CAL. B & 8 6'/7' HT. 8&8 ., 12' DEEP 'FIBAR'; 6lt l.f) SIM. APPROVED SU_RtACE / 5~5 SF. FIBAR MEETS />JJA ! / \ 'BIG TOYS' WOOD PICNIC .. - TABLE BT-10 PEDEStAL ON 4' CONC. PAD 4' wiOE, 4' Tl1ic CONC, WALK "" ' ~· ; . ;,~,[,''' 5 -I"'"' . ~" ·, , 5' Ml . , ): / I!/ 8~ 192ND ST, -·····. '\''""" I SPACING QUANT. REMARKS 30' (TYP.) 4 AS SHOWN 11 AS SHOWN 8 -''~---·-~-- ·-. ..,_ "· ,. __ m•m••••••""""""•-----1-\ __ '"'""""'''''''"'"'--·----------·--••""' ••••••••''"•---·-··----- S89"40'54 "W )321.64'(MEAS.) - S89"40'54i'W 1322.JO'(PLAT) \ ----¥•••· ................ ,.,, __ _ I LEGEND -CONTINUED SYMBOL NAME SHRUBS: THUJA OCCID. 'WOODWARDII'/ WOODWARD GLOBE ARBORVITAE GROUND COVER: VINCA MINOR/ DWARF PERIWINKLE SOD LAWN: LOCAL COMMERCIAL BLEND SEED LAWN: MIX TO MATCH SOD SIZE CONDITION 16" -24" B&B/CONT. 4" POT (SOD AND/OR SEED LAWN AT OWNER'S OF ION) BOULDERS -ON-SITE SALVAGE VARIED SIZES; 24" MIN., 6' MAX. 24" -3' 40" (+) / / SPACING QUANT. REMARKS 4' 18" I 25 COVER COVER COVER RANDOM 6 RANDOM 2 . HOLD 2' FROM BORDERS HOLD 12" TO 15" FROM BORDERS AND 1 B" FROM OTHER SHRUBS AND TREES. SEED AT Sib / 1000 SF; CELLULOSE MULCH AT 401b / 1 000 SF; WET TOLERANT MIX IN BIOSWALES. MIXED SIZES WITH SMOOTH, WORN SURFACE; VEHICLE BARRIER. APPROX. MAX. SEPARATION OF 10'. z ::, ' "' w MIN. TOT LOT SURFACING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING---------------, PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED---~ NOTES: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. o FERTILIZER IS NOT RECOMMENDED. (2) 2x2 D.F. STAKES (2" DIA. TREATED POLES), PLUMB WITH ELASTIC CHAIN-LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION ------..'l!--~-'11 REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3' DIA. "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1/2" -1" SIZE HOLD BACK FROM TRUNK 8" TO 1 O" FINISHED GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP TIES AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL- PENETRATION TO 24" DEPTH Deciduous Street Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE z ':E "' l \ w "' <( U1 do Cl ~ Cl z ;:; U1 Cl'. ::, ::, ~* u 0 Cl'. u.. u.. 0 STATE OF U') "' ~ WASHINGTON "' REGISTIERED u ~ fi;g5 ~RCHJTIECT "° en U1 "' __J ~ H, BRUCE McCRORY CERllFICA TE NO. 504 (VALID ONLY V.,lH SIGNATUR KING COUNTY D.D.E.S. Review Engineer Completion Date Review Engineer Completion Dote JAMES H. SANDERS, P.E. Approval Dote DEVELOPMENT ENGINEER Comments: 0 z j a.. -~ a: <( a.. -w ~ ! a.. UJ z w a.. 0 ' ] Ii b ~ "' 0 II en ~ • :I! ~ m 'q' .D E lo ~ z .c ;:: 0 .., "6 u ~ 'f ~ z 1 .s:; en j a.. ti: 0 ~ ~ <( z -~ a: (\I ~ 0 (\I ....J ' " C ' C :; I ! .... ----------"'·· ,; .. ____________ _,_t>;·, ..... _________________________ ...;l_;., ·:.· -----------......l'~""::2':'.1 ________________________________ ~{-~~1~'.£..-, ____________ :..C:}J·"-------------------------_;(:..};1,:;'_:. _____________ (;;;--d::.· ..... -"'T-r----------, 1· "' 20' RECREATION SPACE TABLE TRACT AREA (S.F.) A (PARK) 5730 REQUIRED (9 LOTS O 390 S,F,/LOT) 3510 SF PROVIDED 5730 SF TRACT AREA TABLE TRACT DESCRIPTION AREA (S.F.) A PARK 5730 B DRAINAGE FACILITY 11,323 TOTAL LOT AREA 17,053 S.F. 0.39 AC. LOT AREA TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) 1 5708 6 7503 2 7514 7 7503 3 7514 8 7503 4 7514 9 7503 5 7514 TOTAL LOT AREA 65,776 S,F. 1.51 AC. 510 \ \ \ REVISED PRELIMINARY SHORT PLAT FOR RA THINAM PROPERTY A PORTION OF THE SW 1/ 4 OF THE SW 1/ 4 OF SECTION 33, TOWNSHIP 23 N., RANGE 5 E., W.M. KING COUNTY, WASHINGTON \ ) I 0 I r: 0 I a I ' \ N89'50'51 "E 330.34' ~\ ~a~a~o~o~o~o~a-o~o~o~o~o ~o~o~o~o~o~a~o~o~o~o~o~o~o~o~o~a--o~ / I I I \ \ \ \ \ \ \ / _____ L ____ _ / 1 0 5 ( ! I / / 0 U) I ,./"" OLD LOT V LINES (TYP.) \ \ I I 4[ l i-- \ 1 ' I ~\ ,s i \ 1 o' I / ! ! ' \ 0 ~ U) ~-------·· i ! \ y ' ' J f l" /, ' 0 I LO f / .. / i f ·. r . i ' i / . ' i' ' I I j 50' I ~-----=----~ I ) /·· ' i ' / I . 'I .. f / i . ·I i ' I • I I /' /- \ \ -.-,.""' ' ' . I·- (".. --+. • I ( i .. f ! / ! / 506 · "~. "-., ~ \ / / / I I / ~ / '° / // ' 0 '° TEMPORARY CUL-DE-SAC EASEMENT 6 150' 7 150' \ NEW i-oT.ilNES . r \ \ \ \ \ \ ' \ \ \ \ \S 0'> \ \ ' ·······-, -·· \ \. \ \ ' ' I / . ! '., / ' I '\ j I '! / \ i I f I I \ \ ! / \ I ./ / I ! ·~ 150' . ,~--------~<---------'~-----------+------!~ . ) . i i ! I ./ ! .. / J / "'! "/ I ' ' 0 U) R=25' --· 150' TRACT B DRAINAGE FACILITIES --~···~------·-·-·"'··" . / ·-/ ''' / / / i j I I / ' ' / l I I .· I ~'\j I I / j !!" ~ -Sl ) 0 SE 192ND STREET '· ' \ -------~ ------ 506 / / j / / , / ---·--____ /_,,_ - / ' j / / I / ' BOULEVARD 6 . 55 SE 191:NO ST. VICINITY MAP SITE DATA 1. SITE ADDRESS: 11634 192ND STREET N.T.S. CANE PARK 2. ASSESSOR'S PARCEL NUMBERS: 619840-0180 3. GROSS SITE AREA: 98,008 SF (2.25 AC.) 4. EXISTING USE: SINGLE FAMILY RESIDENCE (VACANT) 5. PROPOSED USE: 9 LOT SINGLE FAMILY SUBDIVISION 6. ZONING: R-6-SO (RESIDENTIAL 6 DU/ACRE) 7. COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL MEDIAN 8. ALLOWED MINIMUM LOT WIDTH: 30 FEET 11. BUILDING SETBACKS: FRONT (STREET): 10 FEET GARAGE: 20 FEET INTERIOR: 5 FEET 13. BUILDING HEIGHT MAXIMUM: 35 FEET 15. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY CRAMER NW, INC. UTILITIES/SERVICES= WATER/SEWER: POWER/GAS: PHONE: FIRE: SOOS CREEK WATER & SEWER DISTRICT 14616 S.E. 192ND STREET RENTON, WA 98058 (253) 630-9900 PUGET SOUND ENERGY 6905 SOUTH 228TH STREET KENT, WA 98032 1 (888) 225-5773 QWEST'-COMMUNICATIONo 23315 -66TH AVENUE SOUTH KENT, WA 98032 1 (800) 244-1111 KING CO. FIRE DISTRICT # 40 10828 SE 176TH STREET RENTON, WA 98055 (425) 255-0931 r-----·--·-·-·----·- SCHOOL: U) KENT SCHOOL DISTRICT N . ~ 5 12033 S.E. 256TH STREET , KENT, WA 98031 Ee (253) 852-9550 lli OWNER= SHARMILA RATHINAM 24006 SE 10TH ST. SAMMAMISH, WA 98015 ( 425) 369-2198 DEVELOPER: CHARTER HOMES, INC . 601 UNION STREET, SUITE 3920 SEATILE, WA 98101 (206) 322-4393 CONTACT: ERIK WICKLUND PLANNER ENGINEE ,.J 4 f-' z LU =· =~ C Z O 0 .,, a:. .:!1 >.?.'. zO w "' o<; i'l f-.,, z C: w QJ 2 (J) 0... ~ 0 '') _J - W 'O >c w ((j 0 _J LL 0 f-z ,.J ~ ~ n. LL <( ~-· "" _J w u~ (L 0 LU (/) •, -· LU 0: BARGHAUSEN CONSULTING ENGINEERS, I~. 18215 72ND AVENUE S. o:"-= \_,_ KENT, WA 98032 , (425) 251-6222 r't ~ (425) 251-8782 FAX W , CONTACT: IVANA HALVORSEN/ HAL P. ROBB ~ .._ ___ ·,=-~-,.,.,..--..j SURVEYOR= CRAMER NORTHWEST INC. 945 N. CENTRAL KENT, WA 98032 (253) 852-4880 NOTE: ALL SURVEY INFORMATION PREPARED BY CRAMER NORTHWEST AND BCE HAS NOT VERIFIED ANY SURVEY INFORMATION SHOWN. LEGAL DESCRIPTION: LOT 9, BLOCK 1, NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, AT PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 1 U) 0 (0 ~ 0 " 0 I 0 I <O t:l Cl". CL X w 0 £ ~ 0. 1----------1, 1--------~ _ l{J (.> u z 6: zw ~ VJ [L _J ;::: Oz zw :5 ::;; z •O (.> c,: Z5 c,: z ww w z . -(.> (.> z z-wi:::, :! ii< ;;,: :::, u VJ ..,_ N i. I ..,_ co ~ "' C 0 ·;, 0 ca II ,n 0 0 .c.:1. co 0 ·~ 0 V E ,= " 2 0 0 ~ 0 C "' L 0. / ~~©~~W~[Q) OCT O 6 2005 ..,_ 1------,,-----1, CD ' - ~ .. .c ..-:/ w 0 0 0 K.C. D.D.E.S. E ::, z .c 0 -, ~ .. .r: U) 0 := / . ~ -------------:' ..--------------------------~!· 'J ------------:":'''----------------------------------:":'uo,. ____________ -;''''"·----------------------------1'.·:C;,,,,. ____________ ~)-·1--i....---....11....---..iJC: r r ~ r cv m 1 24LF 12" @ S = 1.67% CB RIM EL = 505. 79' --~ I NV EL = 503. 29' -12"E CB RIM EL = 503. 7 4' INV EL = 500.69'-12"N,W,E CB RIM EL = 506.25' INV EL = 501.85'-12" E&W 142LF 12" @ S = 3.11% CB RIM EL = 503.85' INV EL = 501.10-12"E X 506.89 X 505,86 X 506.71 X 506.15 X 505.67 0 0 + N X5~ 0 0 505.65 505.13 + 504.41 X .30 CB RIM EL = 505.69' INV EL = 502.89'-12"W&S X 506.53 X 506.75 0 0 167LF 12" @ S = 1.31% X 505.68 499.05 X 506.36 (;.,.\ V 0 INV EL = 496.10'-12" X 505.76 -·~--------------·--- (/ / .) X 03.76 _, ( X 503.19 X 502_-·· X 502.6 ----. -------·----~ 500. i 1-··-··-----· --·- I I f4".<JO-· I ' \ . I \ I , , X 5 0.i4 j \ l \ I i X 497,t\7 I l \ i \\ ' { \ I f _ J4~4;04----------- \ L ______ _ X 498.l!< 49ll_J.0~----·---------- l'> 35F12"@~ S = 2.20% INV EL = 498.90 500.33 STORM MH TOP OF CAP OF SEPTIC TANK RIM El =-503:40'·--· KNOCK OUT EL = 500.85 L-+-l---------lNV EL= 497.95 OVERFLOW EL = 500. 95 ELBOW IE = 500.10 BEHIVE OVERFLOW STRUCTURE ------TOP CONC OVERFLOW EL = 501.34' INV EL = 499.09' 40LF 12" @ b=====il=========i~==========================~=:======~~;J,~~S4---t---~__.s:~~~"'-cc:=================================S====0=.5=0=%=o=rlir=~I>~~--------~~~~--===========~ 11LF 12" @ S = 2.72% 11 +00 0 0 0 =@_505.11 194LF 12" @ S=1.97% X 0 13+00 CB RIM EL = 501.81' INV EL = 497. 72' E, W,&N 502.12 = 498.02-12"E&W 498.32-12"N 14+01.59 KING COUNTY PROJECT FILE # L04S0003 RATHINAM SHORT PLAT jg iot~t, fq~!fi~g'Jfl--_A_s_s_u_1 L-,T_D_E_T_EN_T_1o_N---,.P_o_N~D----; DWN. BY DA TE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-10~ ,• KENT, WA 98032 DAN T OCTOBER 2007 870-007-061 PHONE (425} 251-0665 FAX (425) 251-06251---------lf----------t--~------i CHKD. BY MHT SCALE SHEET 1"= 20' 1 OF 1 • --~ . ..__,__:, __ I, .... ~.--"'~--"'••-·' -----'L'~ ~~ m 1 CB RIM EL = 505. 79' --~ INV EL = 503.29' -12"E CB RIM EL = 503. 7 4' X 506,89 X 505.88 X 506.71 X 506.15 X 505.87 INV EL = 500.69'-12"N,W,E X505.98 CB RIM EL = 506.25' INV EL = 501.85'-12" E&W 142LF 12" @ S = 3.11% CB RIM EL = 503.85' INV EL = 501.10-12"E 11 +00 0 0 + N 5~ 0 0 + X 50 .30 0 505.65 505.13 504.41 X @05.1E CB RIM EL = 505.69' INV EL = 502.89'-12"W&S X 506.53 X 506.75 0 167LF 12" @ S = 1.31% X 505.68 499.05 X 506.36 INV EL = 496.10'-12" / (r :_/) X 3.76 (/ X 503.19 194LF 12" @ S=1.97% 12+00 X 505.76 X 502.37 35F 12" @ S = 2.20% 40LF 12" @ S = 0.50% 13+00 INV EL = 498.90 TOP OF CAP OF SEPTIC TANK BEHIVE OVERFLOW STRUCTURE --------TOP CONC OVERFLOW EL = 501.34' INV EL = 499.09' 11LF 12" @ S = 2.72% ===================£] CB RIM EL = 501.81' INV EL = 497. 72' E,W,&N 14+01.59 RIM EL = 502.12 INV EL 498.02-12"E&W INV EL = 498.32-12"N KING COUNTY PROJECT FILE # L04S0003 ~ TOUMA ENGINEERS /.!E::,& LAND SURVE:YORS RA THIN AM SHORT PLAT ASBUIL T DETENTION POND ...... --------~--------------------OWN. BY DATE JOB NO. 6632 SOUTH 191ST PLACE, SUITE E-102 • KENT, WA 98032 DAN T OCTOBER 2007 870-007-061 PHONE (425) 251-0665 FAX (425) 251-0625 a-----------1.---------+----------t CHKD. BY SCALE SHEET MHT 1 "= 20' 1 OF 1