Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LUA-02-013 Large Format
C) 0 Y O z now I Li 0 o w 4 a 3 I w EROSION CONTROL NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL w SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR w ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE w PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION > AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE z CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE o OMINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. U 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH a SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR Q 0 OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME a Q PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH E-4 EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. Hwyy M-+-1 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' x 50' x 8" OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE Q CONSTRUCTION SITE. co O a LEGAL DESCRIPTION: �I LEGAL DESCRIPTION OF THE PROPERTY THAT ENCOMPASSES THE STONEWAY TRUCK PARKING/STORAGE AREA SITE A TRACT OF LAND SITUATE IN LOTS 28A, 28B, 29, 30, 31 AND 33 OF JUi;CTION ADDITION TO THE CITY OF SEATTLE, KING COUNTY, WASHINGTON, SAID TRACT BEING BOUNDED ON THE NORTH aQ BY THE NORTH LINE OF SAID LOT 33, BOUNDED ON THE WEST AND SOUTHNEST BY A LINE o o DRAWN PARALLEL AND/OR CONCENTRIC WITH AND 50.0 FEET DISTANT EASTERLY, MEASURED AT �< Z o RIGHT ANGLES AND/OR RADIALLY, FROM THE CENTERLINE OF MAIN TRACK CF THE UNION PACIFIC RAILROAD COMPANY, AS NOW CONSTRUCTED AND OPERATED, AND THE EASTERLY AND NORTHEASTERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD COMPANY AS NOW LOCATED, BOUNDED ON THE EAST BY THE WESTERLY LINE OF COUNTY ROAD NO. 24-23, 4-1 (ALSO KNOWN AS STEEL HILL-CHARLES MONSTER ROAD OR 68TH AVENUE SOUTH), AND T " BOUNDED ON THE NORTHEAST BY THE WESTERLY LINE OF BEACON COAL MINE ROAD; TOGETHER WITH ALL THOSE PORTIONS OF THE VACATED ROADWAYS ACROSS SAID LOTS 28B, 28A Z " Z o AND 33; Z o EXCEPT PORTION OF LOT 33 LYING WITHIN THE UNION PACIFIC RAILROAD RIGHT OF WAY; Q ? U w EXCEPT PORTION LYING NORTH OF THE NORTH BOUNDARY OF THE UNNAMED VACATED STREET =II IN LOT 33; AND EXCEPT PORTION CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION BY DEED RECORDED UNDER RECORDING NUMBER 9408230332. to 0 W O 3 Y U as Q I � 0 DATUM: DATUM: USGS BRASS DISK: J384 ELEV. = 32.17 LEGEND: m EXISTING CONTOURS EXIISTING SPOT ELEVATION EXISTING GRAVEL EXISTING ASPHALT EXISTING STORM EXISTIING WATER EXISTIING SANITARY SEWER z 0 _0 cr O Z COVER SHEET CONSTRUCTION SEOUENCE: 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG CLEARING LIMITS AS SHOWN ON SHEET C2 3. CLEAR AND ROUGH GRADE SITE AND AMEND ESC FACILITIES AS NEEDED. 4. INSTALL UTILITIES PER APPROVED PLANS. 5. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW/EX. CATCH BASINS AS SHOWN. 6. COMPLETE FINAL GRADING AND PAVING. AMEND CATCH BASIN PROTECTION. 7. CLEAN NEW STORM DRAINAGE SYSTEM. 8. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. qc oA, �o�` MgRT/N r*' ✓R. %�j�, OREEN %�o wq f- �G�� S SITE 9ti s s RIVER U) MONSTER ROAD SW gKDAL 5 SW q VC. �p�QO 0 405 VICINITY MAP MONSTER ROAD off,• F, 302.03' S 18'53'48" E _:�.•,, �' y✓i`` "`�```.� COAL MIN ,��,_..._. ..�. 40 80 160 BEACON 3' S 24• 48 os E240.0 MA 4. - �- ... -- % / � �.�.�� _ � `• `� yam.. UMrrS ~ / _---- -- -- r -CONSTRUCTION __ OF i..t _ _ - -- —}L. k.` .f F. % ,i r� KING COUNTY UwmMmmffw?jmm.__- rC RO,q� •� CITY UmlTS it K"L. UNION PACIFIC R.R. o N NORTHERN FIR, NGTO � -_-== BURLI L----------- ---- - —w— — - 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 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 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. NN 2__..7 22' 34" W UTILITY CONFLICT NOTE: CAUTION: 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 ® 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 CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Cff f UMIT -(UK�►-A NO. I REVISION i' AICROFILME BY I APPR. I DATE Z O 0 0 Q Z 0 = Q W � Z Z O 0 M Z O cc U) Z 0 Q U 0 -i w I- Q w Q W w W z Q m cr cr U w O Z o 04 F_ Ir o 0 z� C�r. 00 W QN n' Z O 0 U 0 cr F_ = N U U Z > o gco X J Z L� Z z LLJ L' I N N N g z Q r) O N N 00 � U Ir Z — 00 co 00 z o') I I w Ld Q C Lnz N N 0 ��Lr�L �. w - 00 LLJ P� P G,4? co W AS 9 cJ vlo� 1 J y _Q- � A Q c� �o 23975 A�'_ NA L F a C0 EXPIRES 6-10-03 CITY OF RENTON DEPARTMENT of PUBLIC WORKS COVER SHEET DESIGNED HHU - DATE 1 /24/02 FILE NO, DRAWN M DY -- CHECKED H PG SCALE FIELD BOOK PAGE APPROVED nmarTna nr of:mir unouc --- SHFFT � nF 0 I N I Ln Ln Ln Fl) IV m I Ln u) M N L x iv a a O 0 00 II 0 U cb N 0 0 N N 0 E i- a� 0 O 3 O I v Ln n Ln 0 V) 0 V) i Lo Lo Lo z m 0 D w U m 6CIF- 0;� 013 i0 z W� GRADINGDRAINAGE TEMPORARY EROSION SEDIMENTATION CONTROL I� LL d O In cD �z 0A Q — Q CL a CL0 W �." Z � Z O A,r: MATCH EX. 0 '�` \ CONC. CURB Q U ?i .1P DEMOLISH EX. HC RAMP U z z WAY >vr,�J 0'C• -._. AND CONSTRUCT NEW RAMP O Q z = (ER PLAT)La U�& GUTTER; — � M• ' W F=- Q 0 20 40 80 MONSTER ROAD SW i a.--I~oX Q 302.03' S 18'53'48" E :F,' i ' :� ,' IFvrr;:.k z: ...... ..........._........ z W z EDGE OF EXISTING -- Q g p APPROX. LIMITS OF PAVED ROAD ' ... :j; ' g_ CUT AND CLEARING CC ` 25�..�Ri4D: _ .. - :fA:J°•,. Z Q ?�J .. L: rrI ,. '::Ji,•.iLY Q r::) iC.:. :4Jr••'' \,� ) ��: S RE o wVJ' [ [ t +' `C• Ms1 €€it_EJ `�\\ "fir "^� 2rJ... RAD. /R W 3'C�Y E:t" Y\>.L, t .. \ O� \` \\ .) �� a j%; €_Ivl!t GUY i0i ' f nT ` \ Ai' ...-+,''V' •-• •t' ._._,` C' :):yn V .. z z� W;' TRANSFORMS€? "').d` "'� Y ' ~� - _ ... • j {Ti . ' - i t F' c ) e)ii i i t €it] ca \n>.y �` �`, !/ fj }•: it SA POWER O,yam " •;rs'"' r"� =_,,. '"-., � ~~ �- � �r •� •�y�C « Q t RIGHT —OF— iF 8„ ..,. C \� ( f .... �,v:, �,,,. .+ .� r y yy ✓`--:jf. �...._...�.�,•;v �` ,3 .. /^.. O AD f i w D i N_.. J ' ;7' 0 RIGHT OF WAY°' .A' �� - / r MINER Iy€...,,.2; - r _z f "`i ' }•ram ` �► / ' LL ON COAL ;(PER PLAT) r �"// '�.-�.. �'S%� �`` ar s-r'„(� •:\! \1 !! r 25 AC — G aAD: W BE GP,i: I::ir; w=c t 4K �' _.•�r � � i � i i'� -- "\.\ �1...,:_�\` ..`\ ` \ v • ""f'PT•-S•€I)i� �:R... TOP OF SLOPE � " ;..-' ..,->~�--).. ....•ram �-'"• r ' . i,E<f? I-!€.-?? r S 24' 48`, 0 = r _>- �� _;-.r- i i<3u� :•,�,�a �� o� I'" L .:A:f LE: 240.03 f TELF PHONW' Qu:! •J� rr �.. " k �`�.. / i `�•� �`.\ �o .-)...x,:.Y. t Ir`Y ,q .c S ��,;�r� �!_'��r i.�J'"'•``:.,' • `` ? f r t t ,,.��y IDS 11S/RCk�AL POWER `� tt -c �1t'a " J i?1Y,,r' i'r + �.. .•"". ^, \ �r •i A DRILL i j , \ -' \ 7 `"�' ---��_-Y �.._^_'_•' �: -� /�� �i'I �'�I ��r✓� ram,."''' ',x, �``''.)y •i 1 'kt� ) t 1 C f �, "+A - • „�._' � ,.-:L.la. •� -=T— •-•.--.. rT 4�i ri/"i rir �.' .O. r../'•'- .r.._..... .............. :�S• ` �\ \...• ��_/ i- 4b L % D.vn `+.'•„••.,,,�>. `� 2/',,. J "�•'a-•"""";;.' ' — r — r T i i '"` _ ,\ ` \-•---",' O~`' (Cit-r }_ ia.•-�Ci: •• .",,:.w:"�a'�'."• _.....:._ ' T — — Tr T_ I r -M 'f / �,• C- _ r --- --- -- -- "_ GQ �.� _ _�, SITE NOT&: ALL TREES Bf t H WITH ' (LIMITS OF ,,' SHOWN ON SURVEY SFi$LSTRUCTION � BE CONSTRUCTION) APPROX LIMITS OF F--� CUT CLEARING / ' --.-........ \ _. �...._ • O ��✓, REMOVED DURINg CLEARING AND GRADING OPERATIONS •, / ` w 0 o� r- Z o � a z I- U< Q PZ �0 �o x N (I O 3 O w U asa Q CL IZ cl- W X 0 S ------------ -46 / / rrrrr /T \� \\ -- ------------------- i X A"14S. / / / / / i� \rrr i � \\ 2'P xi�}�i i. \' -... ... _..... _ .l \` \•i Li. tijY n �- ) s x :.'„ _` PA!% :vv ` sl EXISTING TREES ' f,•-Y•.-•24- SVVt -24,96 e'; /,1`z' / ,,/ / � '�; = "W _y } ii TO E REMO ` j OVERFLOW 'n �/<% # C. 2 >, :1 -'4.0 ;c \'\ f; -- - _ r-------------- - g \ _ -_'" :._ ..� - - - _ :.: _ �• -� p-� _... _ __ ----- IDS GRAVEL \ ! ACCESS ROAD �..... _ -.__ s: - - �' _ " --- _ _ -... �s-„ -- -T _ . _� — _......_.. �- �\ INSTALL TEMPORARYf C8 � RAD \ i �.:z: D�' ') �� '•' _... PROTECTION DURING TEMPORARY 'V' DITCH TEMPORARY SEDIMENT TRAP ! ✓ _x -� �30' RAID. ___ -._/ \\ (SEE DETAIL ON SHEET 3) CONSTRUCTION / i - • - 1 25' WIDE GRAVEL `' < • c:.. - -t---- -- �_ _ - :Sji ILT FENCE:k ACCESS ROAD `k \ "F'` yam, E.* GRAVID ]' — �\ i % I' • _=�i� • • �•.:, r• • � �. `N ti , /N,.:• • i• -� : 1 �r 11 41.1__`........Y...,_�. r %cr. 41.2f T W 41.3t TIN ;CKj %L h i, , - _`z4 A r.•. ..._ 1 r. ,sn . /,.. �'.o\ 3p8 - - T _ -W..-_ - G `: -^ .. Y1ht f. (.. ORM INLET- 2 TAT •4 .�.. ._ .. .......-- ..-.. �_ - ..- 41�^L �._ rr40 P, W111 np mac, F r... Oft SEPA=ATO:g RIM .48 24" ADS. S - •€OF' '4• _,>:= 22%,, "Ao,n4 _ :.-- \ y -- - r. - - .. �•_ - �; _........................ _ ... _ .... - .. _ _,........... . ---- — - :'4'' .ADS �^` _f�,.- - - r \4•j' � ,•------•--._- , --• _�.-_--_-•__--�_, whrrr - d: .. e7 ...... ... ................ •r /_ \^> . �.'�-� ,,..r .._ r.,."�—_— ww.wr•.��-- �2• c `r': -"-' . � �N j 1 �, ,•,_ ."• ,.•_"• •......... � �r•���.s•_•_• __ ' -- �,1c.-_-_------�'- --•- _'-•._......,.... .. _•-....._ .,.. � ./-•."• \ \` / _titer I.•.'•'•• _ .. .,. __ — •,_. i .� •-•.+..-.vim.. ,. `\ .� ^T�--.w•>r" T•�"� ..... •- .....i•`� 'L.Y?�/ ! r� \\O 1 I "^• -•.. __. _._ _.._'_' '�fe 1•Y / ! __- '_ ...�______________�- T C. _E .,��_\ � Y .- / ADD AN" ADDITIONAL { _ ;.�ipcmu _,-- -- - ; �.._';; �t r' "�r j i -:> r:.... ...-.__-�� E?E BLOCKS THE", 1 - z� ~ C iSIPd •fie _ T \ ' _. __. __ _ ... 3'x3'x6' CONCRETE ` _. �.. '' =' ="- x ,. ' �� .-; ' aT.H Rr i 1G1° \a>::f:i'- j�'' _ ._ _. �.. - TOP OF THE EXISTING BLOCK WALL : ' a ` „r,.rr ........... -• _ _' 3'.. r"-,..dais'•• f`;,�,,,,t', ri 1 • \:./t .J 1, i .L \ SI ' ` ., ,,,.. ,..._ ._ r \_ .. r> D �� \ IC,�' - - (SEE _SECTI01�_A-A ON SH ) " l i':ri rr Mvs Pr ... ...»$ IIIIITS OF ; _.. _ 4" ADS s 21 CONSTRUCTION) _ ' - �:-.,. ._ _ i- �' .• "" • �•�;�:� � . 2 ADS E - _6..'i .......... _ ,, h T Py CA H SAS€N - _ mot' 3212 E 2 .. 1�=:2 .25 :d�E� ti7 _ 24. ,.., ?4' ADS E =j 20.86 IF: 24" �.`'??.2 !Rik!' 24" ADS S 19,96 'tt 1 12" ADS W = 9. `: F tik ADIS N11" ". WIDE CONC 56 403. ON wry52 b�= t\: \.; "• ^\ ,:'; �lyi `. I . R" LIMITS R • M'::1'1' `�'_'•_" _i' ifYii.ii:. �(i3V� 1 • r / •", .J i .•. ....__.l•f• '•-E.VL'.J' iSIV•.ii3 r WETLANDS P::M = f4./.9 _.._+ ¢{t'; ; • ' i .Nr i i .: %S' C i� i RLi; IE 2 ADS i ` 20-C:� U;, \� k TRACK 34 W N 24' 22 =1 1.8 24 A= 4' 47' 22" R= 4050.00' L= 338.55' SITE DATA: AREA OF LIMITS OF CONSTRUCTION = 4.0 ACRES TOTAL AREA TO BE DISTURBED = 3.6 ACRES TOTAL QUANTITY OF EXCAVATION = 8,013 CY TOTAL QUANTITY OF FILL = 7110 CY NO. REVISION BY I APPR. I DATE 3. Z 0) O 0 cr z _ w < z 0 z 0 cr O Q U O J W J Q Q W F- z W Q cr cr U cr w tp z MN O� O co >- V 1 z Q Uo cr_ W Q za_ O O \ 0 U i U U)^ cr F_ = W z� O � zLd g d J Z W j N N N g Z Q r7 O N N 00 rl- 0 0 ckf z- o�� oo wz N Q Ln LLn Z ~ �� � w UV) W A Sy/�� N Q i z z W 23975 F0 / S T F ��� ��```� �► J\� ONA L EN �� o CONS EXPIRES 6-10-03 If CITY OF RENTON DEPARTMENT OF PUBL-IC WORKS GRADING, DRAINAGE AND TEMPORARY EROSION SEDIMENTATION CONTROL PLAN DESIGNED HPG DRAWN MDY DATE 1 �24/02 FILE NO. - - CHECKED HPG SCALE FIELD BOOK PAG APPROVED [/�//� DIRECTOR OF PURI is wnR�'- SHEET C2 , v L I ul u-) M N F- I U•) L0 N ao I Lo U•) to M N V) w X a� a a O L 0 II 0 U (10 1`0 66 N 0 0 N \ V N 0 ai a� 0 3 I to to Lo to / rn m W c ar / =n Lo 7 0 x a Y (n 0 V) / Lo 11.0 ul cy) 0 z m O W /0 W "vllwfiVrILIVIICL ,E�f -o2- 0 1 3 0 Z Q J IL V Z Z Q J 00 r V W �C J z Z �- u Q Q C Z f I ; �z 2 U Z 2 N W C. Z b p0 O i Z 7) :G < Ll Z 240.0_ _ ._.._. + • oo�u EDGE OF PAVING ____P(oy) ----------------- --" - _--- ---r 5 4_-���--- - --- ---- -- I�Ce1�I�1�1 PLANT LEGEND uanit Botanical Name 45 Thuja pllicato 'Hogan + Hogan Cedar 0 8 Acer Platanoids 'Globosum' Globe Norway Maple • 53 Ribes sanquineum , Size Spacing 4-5' 12'-0" a.c. 1 3/4" 15'-0" a.c. 2 gal. 4'-0', o.c. King Edward VIII King Edward Red Flowering Current n+ 106 Abutus undeo 'Compacts' 5 gal. 4'-0' a.c. Compact Strawberry Madrone Groundcover ad-jacent to all plant material - Acrosta�hyllos uva-ursa 1 gal. 3'-0"o.C. HANDICAP Vancouver Jade' Vanvouver Jade Kinnickinnick BEGIN CONIC. Note; All planting areas to be watered with irrigation system. CURB & GUTTER TYPICAL SHRUB PLANTING i (PER PLAT)WAY NEW GATE MONSTER ROAD SW SCALE: 1n=20' RENTON CITY LIMITS REMOVE EXISTING F�,NCE 25' WIDE GRAVEL I ; EMERGENCY VEH LE i I HYDROSEED WET POND N W GATE- ' w i WITH EROSION CONTROL MIX IV 1Z � If IE� �0.04 I � � I I Q POWER POLE QW/ GUY WIRE I 302.03' S 18'53148" E -•.�-•.•.-.•_••-•--.--•.-----•--•-----.--.-.._..-..-..-..-..-..-..-..-..-..-.._..� �..-.._..-..-..-..-..-.._. APPRO LIMITS OF / ' / EDGE OF EXISTING �-- - I IF 8" DI S=57.08 /' CU ND CLEARING (2) T PAVED ROAD :\ / " j • EL - MANHOLES U I POWER POLE IF 8" CONC /' '/'• + �'� ,23`'RA9._ GUY POLE W=57.65 • �-! / RIGHT-OF-WAY �� / + Z I W/ TRANSFORMER (PER � POWER COmG'- + - O PLAT) S / I + ---� ZI _ .. i .. _ • • E x. M 59. -Ctj ti� / • / r POWER POLE -+- I - _ _ • _ • ._. -ROAD IE 8" 1 N-57.25 �gN -TFI L _ - __ 8° DI 5=57.25 �► _ BE w CO(�� C IE 8" C OAL MINE CNC E=56,e3�- MATCH EX. -- R8 DEMOLISH EX. HC RAMP AND CONSTRUCT NEW RAMP /- STREET LIGHT J-BOX 6' CONIC. SIDEWALI•7- 7-- -- - 4�__ -POWER �25'-RA VAULT - --- STREET '--- _ LIGHT i C,p 9 25' M IZoo R,.7 I I _ - OF SLOPE 1 \ •�• �-- fir- / LIMIT OF b6NDS�A II)I�/-�' ``�� \, ;f THE SIGN IS F0 „ E _ •� u ,�. ♦ ,��- ,----'���� / /GRAN L �'�� ,�.\ �. 48 09 BURIED FIBER _ S 24. • _ • , _ _ ���- �.� -�� ' / / MOUND �O OPTIC CABLE 240•03 TELEPHONE ti IE 8" Ci _ j�� -- �y,/� �� // . • • - - r J-Box °, !' �i - �� �\ I 5' WID�ASRkIALk� T�'-.�`.� POWER OLE .. + ,ri ! "/-''" .--i �� • • - • • - �'" _ � r� j/ �� l C�ESS DRIVE - J% IN - _ /;•'�,�� ' _ �_ H � _ ,-- _ " _ _ _==�.----- -_--- LIMIT,/OF NOSCA (G / �--- �\\\_'_'-- -� \ �\ RAID. LIMrTS OF - ---- _ -4: =5 _50_--•� ------------- / // -� _____-- �\ \ \N, --__ , CONSTRUCTION APPROX. IMITS OF /'� / 'ir- - - 1= / �- / _�------__-�-� \ �o��� CUT AN CLEARING '1' i--- ��------- /' / / �/ �---- �\ -------------------- _ • � ,, , ; ,tom / 1/ `. ' -- / --- / . _---------------F----------- 46------- --------------��------------- - i\---------------------------------------- y �---c_-1 \ EX. ASPHALT 24" MA�E CB TYPE 2 RIM=39.53 -`�' `��_\ PAVING \ \ ` III y� IE 24" SW=24.98 ��_'' -• I / o TEMPORAR SEDI ENT RAID 0 IF 24" NE=24.98 �• ��__ / ���E DETAIL\ON �S`1EET�3) OVERFLOW A ' - /-------------- - (TO CB) r \ _-------_ _-___- _ --------------44 -----= ��- - ---- -- _y`_ _----------- / _-- \ 25' WIDE GRAVE �-_�--=-"50 '--'"� _ "-------�� �� r � \�--------��--- \\ ACCESS ROAD L �-sue`�.--�' - �.� • / - / -- r'-----_-=_ �- --- -_ _----------- INSTALL TEMPORARY CB 25' RAD. I PROTECTION DURING / h / CONSTRUCTION LIMIT OF LANDS IN / MPORARY )G' DITCH G _----------------------- ------ / SILT FENCE Ex, 25' RAD. -- f-_ \- --- EX. GRAVEL --------------- - - - - - - - ------ ----------------- ---------------- - - - --- 42------------------------------------- �,-\---------- -- ---- I EX. GRAVEL -� �� j �' � • 41.1 f T W = T \ -•- � 3' WIDE CONIC 41.2t T W ECOLOGY BLOCKS41.3f T W w i 31 -•r--_-/ -•-- -- _•=='S'PI�LL'Na"Y s-- ; �=-"'�=�-_�'�' -_ f'�' -_ -/�, j --_ _ _ -�.�-��-- -I - ---_ --- ---- -��.� ------ ---- - --------- 25RAD%38.2-----1- E C CL O G Y B L L 2tfiET_ SL-LGHT -32 ER - --- ---- - - - - - - - - - - - - - - - - - -_ - _J - - - - - - 24" ADS -- _ ----- - --- - - ------ . 91 yyC�1�Ej211 + � \\ i^ _ w ----- ---___-___-=M DRAIN =---------------- --- ADD AN ADDITIONAL LAYER OF ___-___ 3'x3'x6' CONCRETE BLOCKS TO THE--- YJCTPJNU -- _- CATCH BASIN `ST ---------------------- I ING BLOCK WALL LIGF' STREE ---------_'------ ---%ram-= RIM = 32 1 = \ ------ LIGHT T-------------------___-_________ TOP OF THE EX 24" ADS rI = 21.48 LIMITS OF 24" AD 24" ADS s = 21.57 CONSTRUCTION VLL ----__ PkVE i _ 12" ADS E = `'6 14 -- EX. ASPHALT PAVING / IE=19.: � GRA �-� - -1r CB TYPE 2 RIM=31.13 � 1 0 20 40 80 \L f I GATE Alufi BASIN IE 24 NE=25.25 / • 3 JI I, r 1 e. rr _ 1r �� -t "i RIM = 3'".12 BASIN IE 24" N=25.25 - 24" ADS E - 20.86 _ RIM = 24.30 \\ 24" ADS S 19.96 12" ADS VJ = 19.18 - • �� 12" ADS N = 19.32 \ • �� -� v / / �/3�3' WIDE GONI I - STORM MANHCLE \ `i ( i \� \ i �I; ECOLOGY BLOC S S / CONTROL STRUCTURE \ /" i i�� .J \ 12' ADS- / OIL SEPARAI-OR _ �/ \� ,/ i i (4/�; " / i IF =19.10 • • ��� - �c�, ZO �� (k �b / RIM = 25 48 F' /'� ,� \ � � �� -1,1 - • _ .. _ N 29. (n �4" ADS 20.G i 11 - - 52' > /' TOP 24' OF= 22.79 4" ADSLLJ �.\LI i �\ / 24" ADS NW= 20.01 IF 19.94 \� ` i; �� �� �� �� --3' WIDE CCNC _ - CV Lima ' ►�S_ - -�', /�/����./�� \� ECOLOGY BLOCKS RErITON CATCH BASIN YO WETLANDS RIM = 24.29 \\\\-�i/ 12' ADS 3 = 19.69-`---���. -4 24" ADS N= 19.69 _ �-` i \ i f \- 24" ADS W = 20.09 - y` ' / / CENTERLINE R= 4050.00' . � .. �. • , ��� .� RAILROAD , ._••-••-`"�--- \ TRACK L= 338.55 -10 24" ADS - - N 24. 22, . 34 W IE=1 7.84 - 567.24 W I O Q STATE OF WASHINGTON REGISTERED ANDSCAPE ARCHITECT Z Z 0 Q U 0 _1 Q W Q W O 0 W J U w 00 Z C-4 O O C N Z aN W Q CL Z Ov 0 U W �-I U OD N T � LDrn C c8 W X C� LL rn , �..j T (Vj) Ci 1 1 � L O t a. i-•1 HEIDI M. KLUDT CERTIFICATE # 274 CITY OF RENTON E)EPARTMENT OF PUBLIC WORKS PLANTING PLAN DESiONED H.K. DATE 01 /02/02 H.E NO• L1.dwg DRAWN SkyTech CHECKED H.K SALE Varies FELD BOOK PACE NO. REVISION BY APPR DATE APPROVED ouzEcTM of Pveuc warns Is, 1 of 4vil'V���'ILIV��..l� �3555 o Y O O m O V w � a O Z O Z Q w rCn ^V♦ (L IL CL 5a L J H W 0 0 _ z Cr c 0 m I C� W Z s w w V= o W g O Z 3� m Y w U 0 C a G a W 0 x 9 Z 0 V) O 301ur- 4.03 AG. Q ti �O e oZ 171-250' °Q ��c�ti 450 rBet 0 125 250 500 p0 14 Q G o o r SPIDER STAGING SALES c o 5.72 Ac. f t\s Do.S �� O 1 p,L• �� cn �,. U w �/ T.L.35 z a Sy z c o �o 7 Q 4.12 Ac. O MENT 56.76 AC. L 4(� 8%C. _ E33 GOLFI � r Arr. AC. r 6 n - 18 1 34 m jj�j 21:4 SrQT RENTON COUNCIL N 200O a "�I.\{.' /.3S,q �o ` o Z.58 Ac. ROLFE e I 2 3 4 5 `^ 7 Q 8 '� �' N SHDON\I �} 6 3Za67 L. PATRICELLI — L rc.37 N ->I 3r /i T [.. i i 1 r j "f4, ( A j titl ^ o A yv� ~ 3 2 Z D.C. t ► I �-J L-�J t �"' t 00 l wry 48ncAG T.L32 - iso.4o -111 tc ti C:.` h$ c tOO 53 t135 /{L N KN vo . Al.Z I 00 100 S7. /gzNO2!7 1 29 1 v 0/ 03 L1 0 r C _ s LQ32 33 0.42ArZ a`/q TECHNICAL RESEARGH GO. 0.92 AG. 10.59 Ac. Z2 3 6 7iJoo_ y° `C n (2) 1 o N W ``a,�r� Cc REAL ESTATE EQUITIES CORP. D.G `� i ``�```y501 1 __�� �O /aaJe/ Jae , Z 1 22.10 Ac. r.L.1/ s I ? ---} _ a�� S/ So 1 G/� 3 %A/,po�ronl+TNiu`m =�'` "B/3505 ,,' — �1 —s;, _ ROUTE 900 mj MARTIN 03 _ hti U REAL ESTATE % !: i �-'�~-� - E 0 ' ' �' Govt Lot 7 0 2so EQUITIES CORP. Fs ` - p 3509 ���__---->_-,'� �� �,��-� zaz4c urz t 12 Acres P...iK PTB.D.C. lt\ \/I /\ �t %135/S - ` // 1351 "O Oc `\ C��' �• / ��' �'' ; Fj35r3"-- "----\,�1 14.87Ac. 'Z Q,QC. v' rt.s JOSEPH SEGAL 8 LLOYAL L. NEWBURN -d4 fo.10 AC_ Ba 16 g 7 6 5 4 3 2 I 130.E�to I a I a i 0 7RUCTFO $ W NaT CO 'T WEN Q uM T�.6 0 1 W ~ o W 0 1N Q 37 36 35 0 •�\ 1� (J t - — Cr 0 O I o _ _ ---- }' c(22 T AN\� , }►Q '� I kS z PA6 of v 43 44 �' \`., 10 6� ��� �� �,\ 17 1 z X 42 -� �O , . 39 40 41 0 � = I i ' f �.\ 16 zAc. - - � 0 0 O t 0 � / 15 �, �. Q _ — — oo 14 o � � 0 04 ?A 8 CD n <13 20 �� \� �`� $ l6 G� 25 B : $p ��.�� I t -� I gB i�O`��� ?I �,o! - � ¢ 17 0 'y A� �rpl r✓/'�2 I L I -ui �\` y 3 Il�Lb// a»v 1 = CD U a\ 19 '� /' `� /ST• y 20 0 .' ` I Z/ i i aeai g4.,0 % t��C� Z i 11 .. "V O z w /� `\ ��\ qi�E• Q e = 21 ti j� --- 3 , cs�? vO( P� c/') °' h 1 p f 96i2i / W X Q LL Z w � IJER ���/ `���/�� LLJ LC) N N N Z O •7 / r °F / DETENTION BASIN PARCEL 00 0 Z > t 1,° o FLOOD CoN p� C Z o,r1 -� _ _ n 2: t� O� `ate. _-_ - Q aRFEN MY t1&27 _._�'Q z�isz s�R/ ���/ Z I W W 3 '��.' / , V �' r 1 �'-'—� ++ 25A-- �' WATERS e 9�--- - W A S 4 I N G T 0 N T E C H N I C A L -ENTION BASIN N Q Lf) In z Cm Ile 2Z'0 3oo.y N N N z Z 'A \eA`� /�:� ® '( a AGIc N� '��� c PARCEL �� w nn \ 39 38 21 22 ': 26-- __:sa nag! ` e L R t/ - �' \ N z LN LCINI� -� un I 11""0S' 23 tu: -�^- Dp�6 _ 713.30 OP 0<BAN 1. �� �} �} I 1 lip. 1. 00 W > � 32 / e^ 0k 6s c < s�'1' TR 31 D TRACT 29 SU Pam. // A P - Z6 u�'`' \ `� \� C) V �% _� 47s 1 TH V / i W c Q - )�e n /� h R(6 ''(R.32 / t� '�yE 288 — ,mac: _ 7e1�—t� _ _�� i—r— �L —0�` D�i� / 0 o � 5�S ��, 3 •, � � ~- c '• �•j,�i� 18 � 5/ • N � 6 7 �` e : P�� ¢ �' '' � MONSTER p - : t L t 6 �'� l� c1 ° �N/ o rLr, ��5 / J i t� .a �44 o F r� \ C E N T E R `�P -------S 8 30 4 g 3,11 G _ J (C) 3 1O e 1 0 ZSD 2 PW is i (A) 9 7 8 - 6Z' 3 p• 12 614 -t 2.34AC. 2021 �Z COIUR r� 74.9 `P o z 2N0 SJP grv'R _ _ I r `Srw ly TRACT A N z W h / 1 i PTN. PM `\, M. G •� """'--•—•--- eZrc.'20 _��� _ 601 ,. 23975 o <9 y 10.3 Ac. �� / - �� 6� 6n•\\ C•.._ , \ Tc://6 W A S H I N G NA L E� �� CO GOO t L01j I I EXPIRES 6-10-03 LO Gov't Lot 2 " '� 13.70 Acres `�� `' �' / 12.47 Acres o� , _ - GONiA/NfiR CORP CITY OF RENTON LO LO c, �,�� � \\\ of AMERJGA �1=PARTMI=NT OF PUBLIC WORKS co / -� T.L. /22 I � ' `\1__-_--�__ _ NEIGHBORHOOD DETAIL MAP z „ IUi U U DESIGNED J M H DATE FILE NO. 0Z DRAWN I t0.11 AC. AM_ 1 LL.B CHECKED J_MH SCALE 1 "=250 _ FIELD BOOK _ PAGE_ (W NO. REVISION BY APPR. DATE APPROVED DIRECTOR OF PUBLIC WORKS SHEET___ _ OF __ _ _ M v11'>✓OU r I LIVI Lb��r 0a?--o13 c� c `Z YM cr CLU UQ — J a Z W cr Q U W Q a 7 � F-1 a_ O a O w > PRtuX �.?M#TS Utz --• ►--� : w U ' \ f�Y to , /l SCHEMATIC PARKING AREA LAYOUT },JA C :'I EX. CURB ST f. DEMOLISP: EX, Hr R:;M. ' IND CO S; Rt. CT :� R Pti:: LIG MONSTER ROAD SW J�_ \ J / X 302.03' S 18'53'48" E / ' POWER L l �. i aJf..�tU AL - / eft _ .... _. J _ c rt _ ..•.. ' ^' • .._.mac-` -c � •..: `" 9 fs",Y �v '£ .. .. .. .....»_,� �� \� r \..� s:,. :.poi ...it>:r7 •, o, Aln l4 ... _ ----------------- _. _..... ...__..... _ \ti EX. ASPHALT--, :•` ►• ,APPROXIMAft\40CATION „................../�• , b.9 /: `,QF DRIVE AISLE je ~��'" '`-E=24. 0q .Q I' , Y....,......, ..-...cam.......... ../ r '�"�••`7 ,,,',Y.__.--..._•. MM••••................---..._. •� /._ _ - - - • _ - --- •• .fit••••' •P. _ _-t• - `` - k o / -- - n�_ .:� ;...�'�. _.. _ ._�.` . ' �`- --� :. ..�•;Y::.�:'>--T...._ �. _.. ._ _. _....:� ~ -X.r",; ` �tr,' ,I� 2 WIDE G - _ -' _ �. ''' _ _...-- ...- - _ .._ .._. _ �., ACCESS RO -_. . ............... . ir �Z o 25 WIDE G L '�`, , .••;�,". ~ _._ _ _' ^, .. ACCESS RO d ,.••• % -.��� A \\ f %•�� < ;� / _ _ _ _ - o-. �, APPROXIMATE LIMITS f ;? �' ='- ..--'-' �- x `` G•�,�' `•OF TRUCK PARKING AREA �;`,• _ '/i k,;:'.=:J •'• -: •`•�`•..- ` _-'Sri ! `• '------ < IIU w w_ o�wp CMr. .n,^: ":i.\ \•' \"✓rL.va• •.l.�_�`!,. [. .!_t. -M1'•. . ..� 't:'i, ._..t.. -:'`•r":.'.y#.' '• _'.•.�ti.•:-�. `"" _.. ...x ` _ ... _•._•� ... ,'Y= •f"',-. ..-;•�r,•... :?-.s-\ ..`-^--•• ......._ ...:,..E.'` 4` .~— --- --_ .a.%..._ �!�`S_.._.a •�<�a' <�:- ._ L_.•......-'.a..»_... ._........_..- .....,..-..» --x. ....L...,t...�.\.`.',� •42- - - - - - - fGRAVE!Z /.................... 51`:z zo ..a... RA D ADS .... �O O a r .•.......r .: t y` ii .Y•..••.. `¢ :y// e•'"• '.'i ' :aa¢ .... . .}POVER .'._ — -, -J6- ......_ --..... ............ _...... ......... L,j,tAU°, -40 � `'/! \ '....-- - ..,.s-• r.. �'% ,^r-...•.c-'•'t°xs•, \t \ fr 24" %t) ;i"'------------------'-",' '4--...--.----- "f' -- --------------- �'.te, •. .....�.o._..._.,_ti._..._ .._...s-a.------ '/' Z' •` `t' '\ '� �'�: „^ ,, `g' _ _ - E:.i� :•'i�i .......\ / / . �-• •'_ _ �.�.. �,�`,'. ��aw^" �..sc..��''t \I .. C .».. L. /•. `�.^""'•+Y+�.,.•m..v.w.u_•y- --- �.9 ` vifi'l €ifir`t}?a r� .. ------ --- ------------ �- ic'• 7 \ / ./,' i/ a �--." ..1•-•-. _ wl•Y+.� _-_ y;r�\ v",-t'.36 t\%w- I # 'Si 7 ..... .... '1` % ... .\Y:m«t1:-<i ..♦• ,\ 1�f, G�.: 'sit -� i � ` / � �/ _ ��� ..>~ Y ,�,'._._ -���-• .-A• :'s :.ft i ; a'..- i •"' ..`. ._.............__ ........_ .-.... ii ( �\ l��' _re _-(- __... - `i '• 5. a£ i y:d _Qum —_ _..M.. \ti ;r>x3'x CO E?F 9i . t i� n. ...- :.a..- �y Jit:�.:�:` ::.Z .. C:' N`.''^ t/..4v1;`,.�. '�.% v.- ,v.Y -�t1J' CATCH s P J •f'\ r`k: C / '_"' r•._^., n^• S OC \. k: ;•'i-�>-�3 / /�/� ��/,.rq iL:"j�. iR7�'� ._ .%C ...••.-^'_. r t-�1�:?<\# .r` \ �•�`~•Nt..: ! "r..h...... ._.. ._ J: :1' i�. 3 W:... .fin y ,� a.:..:1-lT \ «.............. ` �`.. a -a. / /// ///r -!. ...,>_•.�•_ �. _ _ ../..t.Y .w-ix:• '(A 1 tx:}:li '- ,,,r..«. ..•.._. _....... �••iE #T:'�Ei .' YfA>. ♦. r ig •_.. _ _ .. e�~"ers^''" 1 N 21.$: : y Y, ' ; i •`' _ 2b" FIGS — 21..5 \� r c %S Oli:•i,,... ,i �.: :�• i c-\ , z\.......... X a"+H W > it i P � . _ . _k .. l° 3' ♦s. i . si?ir e•_ <�;. a > -. T"" 1 `:• 2 ADS E - 26.141 . E`.. ti5t s�L" s'lavl;�G it = ri `` ., �.� / r' I }` I t • . it a `�+ -it it -}•. a'�"°"._..�,_ i \ •?'fP' %C,i#s?,:: `: to o c) a _`G \� '`3,�-'f-, ..,._.w...... _l# I 'c-;i i - `' Iq-�•`�=.�:'... 1 ; =T25.2 1 k 2 IE r' : l • �`- r9 �/ _ V _ > ' s i ,,,+:.. i l f �e sr�' " .. •X.r x's ` ♦. 5.... a v....�. / : E. � t, . .. ` `rLJ-J_ `,G-';"' ! � r '�a � l} # ; f of i# �x� .>� ;•S'; r ��i>ra �', ♦\�- �.l:.i%;i•i':a7}:`,1...:_''�............... \L t^. � � -` �'}' .•i.:-. . ;., j st,: 1 li e y� -, "`N ' ^ .iti+. - t 24" ADS: - _I ,w0.816 cp 'C. � � v 24" AD S "x.::.1 J tr- ` \ i .L" ADSADSixt# . 1 Ld `r x'�.. y� % ;;>'; ` z", `` \r `�x �i [." ;•,i�a i1i i V 3'r:01 ON t t • r ' < v W Q t...., 1 ,F i • .;. .. x r i 'r 'c•h •A♦ i ,_..,. " , �>•: 11t� K ,i.�-'#r�: :\�51r. `�•!i.: ./ !, l f.3 `\\\ �;f ::.1. .'i.:i�)t�".`.• x 7 ze ''f':�.:->7^:i C=7 '(` Y>� r: ! k, tiE#.. ,EhRAjii l,`^_.___......./ j l: i? i i'S/Y� / �i ti #i.=' i9, 4' ADS 8 20.0.7 ....»................_ �i� *`, .NK�11CRY U MRg i' _,'j =iu ak t /I� L^" YLF>GJ.uwv OGY 81OCKS LA r4:'_ C�lrT C 403.5 � ViN � %�m Uji i BASIN s. / r/ I "I k( i i. 24 ADS tN _ E9,69� �- ;`�;; ' X �= 4' 47' 22" "D.<^. Ys - ^�_. ._......-•... ;.� , r %r' ..._.., i. -.EL)V'•.:. t :=}_r RAILPO-D R= 4050.00 `RMuK L= 338.55' - Y 2?s -- AD-5 j 22 34 W ._W- 0 567.24 N 24' (":=1 %•`? U) W OZ L� I � � � I � «. y i S=57.08 t2; TE " MANHO: S _. _„ ooe GUY POLE {s:7J� i••RANIS ORWI:w. p t t i ��' •..; yy,,, ♦`jt ` tli`rf,.��''' ♦'s+: POWER PO: LE rr: ti ; A .at t t { s I�. � 'ti •• .».) \� t / iF<;~ RO i �.. MINER i f IE - GIN- :: C " - r CON BEA ' IS> e J�' V�• ..J L.vt s. -�.n ✓„ram i r .. S E"3.. :♦: iY....l:i `il . ,�.', /' ;� `N r - / Yam'•• - E S p9 �- >� may-- ..,f• , .l .. - iire� 3 , ". _ :.+ _ p„/ 1 ✓ rr%r !r / i r- ,I.. ♦�t�>r:.rK #: ...\ t G, i t o-T `.� ' �,'• ,y.i fir- i 1- V yt APPROXIMATE LIMITS \ OF TRUCK PARKING AREA -��t::r .•'♦/ / /f , r i' i' `' ,ice' / )3 NO. I REVISION I BY I APPR. I DATE MA a • W OUR (n O V Q Z O = cr W co Z z O z O W Lo °C Q Q W O (5 W D Q w (�j Z Ln N_ 0 Oi — 0 O ACV L- (�N z Q �o �L < N v Q Z II, ( j �z►� V v •F_ � U U F_ = V) LJ C5 U Z of o cn gL0 0_ J Z L¢L Z Z LLJ 0 Q N 00 O N I- Z rO zpip w LJ Q Ln Ln 3: N N Z 5 � Z Z w _ 2 Ln Ln 7 U cn GR�e 4 wP4 0 WASy//`_./ v>S- z z = W j 23975 �F F0 / S T E ��` �`` (1►` v �S'ONA L ECG\ b� 0 coNSJ EXPIRES 6-10-03 CITY OF RENTON 1::>EPAR_TMENT (Z)F PUBLIC WORKS SCHEMATIC PARKING AREA LAYOUT DESIGNED HPG DATE 1 /24/02 FILE NO. DRAWN MDY -----. __ CHECKED HPG SCALE FIELD BOOK_ PAGE APPROVED o.R crop of PUB[" WORKS - SHEET OF L0 Lo L0 O z m O W MU W _cF oa- 0 13 V, I Y O m W o 0 Z O z CL QQ J CL crCL J 0_0 DMZ �ZO 0 O V J Q Z W�cl) 0Q� w ZZwz am0 z 0wZ V, cr ZZ 0U Qcf) < am: w s a a E w a a O L W pmp\ m O rn o� 0 a �_ ~ �z O o 2 a V=i a W U 0 O o U U 0 K Q I a- 0- a W x 491 z O cn E ry w w z Ll 11 Ik \\\\E= \\\00\\\\\S GRADING., DRAINAGE AND TEMPORARY EROSION SEDIMENTATION CONTROL PLAN NEW ATE—, 24" ADS 20.04 `\\ t {r s MATCH EX. HANC ur1P'""''� CONC. CURB DEMOLISH EX. HC RAMP :wi,;N CONIC. ; \ AND CONSTRUCT NEW RAMP RIGHT-OF-WAY CURB & GU> ; ER \ /— STREET (PER PLAT) LIGHT MONSTER ROAD SW 302.03' •r a EDGE OF EXISTING »�. ^`•••,••,••••.•••••_ POWER APPROX. LIMITS OF PAVED ROAD - W' __.. e{E' nn L�` CUT AND CLEARING y D' - _ "•- V �`� i �. y- 5 RAD. 2 MANHOLES r . r%:YNER P' LE -"—i , _ iE 8,, ,ir, x -I G ETI:TIN} GUI SOLE u .... >� k �• ;.. i FIRE i�1' TRrSa'0?MEN i ` ( :\ ` \�.� its ._ .. r-:RA • 1 i .J _ C r ?'r1 Tj:_R iryr.�i_E.,�X' j'*✓ .�+^'��,�.,, "'^•., \ \yn."�� \v '.l I ;,✓'i � - - tzt »r( �c• J �rj{,, r ... �., ., � � v1' / 'mac:...• \ :E� u�,...:"_,:.. � - (��j t -,r' �(• +>: ..`iY i..;�,.,.;.'i -�+' ;a �["� \``' y. .'4:x:` f? C-'iis�it• ,,'>1._.... 8>�✓DI N....Jr.La 9 f r r•• .,..L K' ., `O. �tr �_ "°:s�'1' � ✓'-'�.,.. �-•.`.1.�,� ;\ -mow.\ ..yam.,.'. <_1'r.:�'�-"` ;o ,a/r r- BE RIGHT-OF-WAY ; 1- 8° D€ S-.,F.22A � _ =� _s t :< E �n t �: A' M ((PER T ;:: 8" t:.,.�. ,_ �_r '.:>,> '25 AAD w COAL. l PLA) 3 f 1�k�� ~ +'� .,-'''ce \�.5, =,r\;. .�. "`ti\\ � x Cj01, s` ;v dam' , l / : ......::. .........yo rc .. ...,.:.: ..... i - � ,•-'" - - i ....� /' i. • / / _•- ,/�i ! ' �\ ', ✓. g`;L,",:' n?q .;.,"sue x e R... TOP OF SLOPE ,;FL � : :PHONE•y"TIE`. s-.-'." ^"r / L<�. fir�i �/:i.I`.y,,.-,". /'� i/" /' +�/f�` q_ isi, ..+../`. _. ' "' � .A- „^„"� �, • �-7.,ii5, ;WIDE� _�t' : j ���f '♦z \'.ASPHALI," A0 GPOWE- , SS DRIVE k�;.;..s...: F •2, i ;a' .� �-_..... / _ t < G-. � -_S6<., -- -- wrn° �.<" � ' r't.••� :-i's / // r �.' /' _ ...,.•- `.,`\ tir - ^�- 'r� r GUARD, RAILW. ' _ t t :,. f SrrE �.. �� _ 8 - - - (LIMITS OF - =50 NOTE: "ALL TREES AND BRQ,SH WITHIN v - '. `� CONSTRUCTION) SITE CONSTRUCTION _ 11T NOT \, _ APPROX LIMITS OF ' CUT CLEARING SHOWN VEY ..SHALL BE % �� WN ON SUR / \ ` :K %/ ���'i'�''� REMOVED DURING CLEARING A D .� / ` �u GRADING OPERATIONS N s , , t !- C. !•x'''.' /'////` `.ask '// ;r \� \. .\`` , '' -'-' —...— �.---- _ `�; `. I V , �.Y`„ "�. ,<`.' t x -----......__.................. ...... _...... ._...,...,-.....__. ,.,... ,_....... '�_ � } � `: �y '...... EX, `> !- ._ . (� ��/ / / / / ♦ / % i Q ��. } Gii mm I:. ICIM=359,.1„ :` ; \.,,.. I I•'i�i .€ s`•, H S A.�:u24,98 J o� i /✓�` EXISTING TREES ', o 2 �t . s' O�`/ �) / TO BE REA710uED `� Ir, �/� IE 24" NIW=24.98r, `^ _ ! OVERFLOWz __ "a (TO CB) _----� -44-- �.--__•_.._ =...—' -.--' -_._..--. -•--'�` - --------- �....-- �• - /- ~�.,--- -_ - - - �- 25' WIDE GRAVEL' _ - --- - ;. \A1, ACCESS ROAD ./,"pr -/ • __----'- '�--::� .�..._.,.__..,� --7.-= ._. _..-.._�:.• „_._� --• ..—_..._._..._ .._._. -.. . '-\�""-. 30' RAD. ?\ �•�. _............ INSTALL TEMPO / RARY C PROTECTION DURING ♦ TEMPORARY SEDIMENT TRAP CONSTRUCTION _TEMPORARY ;V' DITCH \ (SEE DETAIL ON SHEET 3) 30 RAID. f'+ % �� s •'�` � '�`�, �, ' � , ` /F. , 2 ��•. 25' WIDE GRAVEL f % ACCESS ROAD _r•f- --_ `° _ - ;SILT FENCEr; �xE;x -'? V"'_ K ///�j _- :r :.,`:•,�.;�" --•-----------------._-�-� -_ i % �:-"-•'��.� tea-• ' ,::X. GRAVi::L. --- - �' �,C w C.,N 41.2t T W �\ 41.1 T W� 1.3 nn • •.�. ': ::.1.. fir, i K' _i _C" >� ...'c-_�.- .„�-,._.,o..,�...., ....`�,._.r,'�C't^:__�...,.. C`,` : � ' i RA LOG38.2t T W \....._ _-- -- 4i.�� T W TQ LET' - �. " °ti-�s---40—. �-� _ __'fit:- `� r _ -_............................._.. P' ='ER - . _: HT 36 - ------------- -rr, � �-.... .wnr_ - __.._ . - . • _ _ ' ^'l`i. .� 1 � : "' 1 „1- aw„•'•jE.+...e'.v`-..?'. `��� f _ -------------------------------- ADD \ Y) -.--�-"'- � �-. .r+.►"",.�_ "w�`de. " �' %L': : C,.... • .:, .� � f .4 _.' • �••• ,.•..,_, ....., .,._ ...,....,., ,... ,d' L'e'7."f L.fi`:AY ^ � / t - ~,' ADDITIONAL �.-' .... ._,� , , ,,, � •,,,. - _ f' •.�,� __ .� __. �......- AN - LAYER OF L 1T- - _._ _ - �,'�l 3'x3'x6' CONCRETE BLOCKS TO THE `r' Q� aE n t r`- i .i��? a l\L' .Y > ...,... .. ,., Yam"; .�.:.. ,.,,. -.� _._ �\ ,4T• H BASIN ��. \ �y F.€:1' • ` _ ..._ -_ ._ TOP OF THE EXISTING BLOCK WALL _ cp _ 32.12 - _ :EGTION. ' A' ON SHEET C3 ` r� _. a` - ..•r+r"•'•'� � Y -.. Y ' f ' >}.:Y' - .f �. t / � ��+ L. S3f a-' ....- (SEE - .. ....- ..-_A._ ._., ...- ) OF ",- -c w.ne•' .r r �%. dat 24" :i;,.:, N 21.48 \ /�������p� �/�/y� r�l �4� ADS - 21,.. V'V1�1�71 UC 1 M�/ 4 d,- _ t n `S LT ..... C"B T`:'irE 2 �-:IM=31. • / A. NW ATCH 9:,SP.z 121 �t 1• /-,; `" �r' ^ Rik! - , 4 - ; 24" ADS E =j 20.86 ac_ > :; f r i 1 2.' ADS 'r"i `�.? i1 ; 2- ADS rn 19.32' 24" Aos ` P�f \^ �E # C; yrY` <<s.c:; !�` ....✓; y `::i�:JE..�.%iii e;l:.:::. T.J CONTR0L S T R iiC`R;, i 6. 3 �'% t r / �-. / % } cl An 1 ADS j 56 RIM - 5,4 4 i r' '_• `�` a: ,Y 29• p9 >�- 5 24" ADS - ._0., .+ II =�;i ' '.: �...f iiiit: MRS 403 •`.O 24" OF= :2 [.'t^T itr ✓ K I1 O-.. L. :�,.",'."'`-', ?< ji`�`i '^.`` f �T�1�1 CITY V / F � ,l :rill , Z Cn 0 a Q Z O = W cr Q W z Z 0 z o cc L z 0 Q U 0 J Q Q W W W z Q cr- O z �N � 0LL O �N c47 r. z Q Uo Qv cc w Q Z 0 U Y U = V / U U Z � O LIJ zU) a J z La Z z LLJ Q n o O N N I-- -0 Z Z � CD WCN W Q CNN u-) Ln z c5z Ln t ~ Ln Ln Z — 24" ADS N`:4t- ... .;, €E= # �3.� € .F _ f �:iy �• 3WIDE :ONC i r L4'L?GY BLOCI:S-NKWILA �P� P. GR e s BASi:y i _ L� �D. i i j' ' RjrY :. r c WAS B WETLANDS h:6? = r-4,2w WETLANDS <.�..:: "a` : - ' 9 699 _., _,.,...-.... _ X�• j i !: J+ .24 24 C y 'n T gyp:: D, IE=1 r.l CENTERL1 E RAILROAD TR}tC;� 0= 4. 47' 22„ SITE DATA: R= 4050.00' AREA OF LIMITS OF CONSTRUCTION = 4.0 ACRES L= 338.55' TOTAL AREA TO BE DISTURBED = 3.6 ACRES TOTAL QUANTITY OF EXCAVATION = 8,013 CY TOTAL QUANTITY OF FILL = 7110 CY Eo REVISION BY I APPR. I DATE J Z c� 23975 �Q � A`' Ff C l S T 01 NA L � b� o co%k EXPIRES 6-10-03 CITY OF RENTON C)l=PARTMENT OF PUBLIC WORKS GRADING, DRAINAGE AND TEMPORARY EROSION SEDIMENTATION CONTROL PLAN DESIGNED HPG _ DATE 1 /24/02 FILE NO. DRAWN MDY -- CHECKED HPG SCALE FIELD BOOKPAGE_ APPROVED olRecToa OF PuaLic wcRra ISHEETC2 OF -oa- v13 0 s I Ln ,n u N I ,n N m I Ln ,n ,n to N X N 0- 0_ 0 O u 0 u 0 0) n N 0 O N N 0 E v ,T 3 I Ln ,n Cyl Q) ,v 0) c Q) Ln Ln Ln 0 a Y V) 0 (n d Lo Lo Lo co O z m 0 W UM W A z C s 2 w J U V) 0 0 J a I� UJ � Q W �_ W 0 Z < Z V Q Z 0 W a:O Z wn O rn o z< Q J < Q �Z 0 0 w I O w 0 W (ZFn ? 0 Z O Y O U 4 a- a- Q Q t� F. .2 Li z O J z L� I ��! � � � GRADING AND TESCP NOTES AND DETAILS W RAW m Q Of Q_ I I 00 QLLI O EXISTING GROUND > W DO r 12' r s or crushed rock for surfacing 1. Use 4" to 8" quarry alls p g as shown. Material with "fines Is not acceptable. I I 2. The 100 minimum length shall be lengthened as necessaryto insure ExISTINc GROUND I material i not tracked into the public right-of-way. 100' MIN. -EXCEPT MAY B REDUCED TO 50MIN. E R ' E + FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL. R = 25' MIN. 0 0 }Q 1 15' MIN. I Q PLAN EXISTING DRIVEWAY - ' RAMP OR SITE ACCESS NO SCALE ROAD TEMPORARY CONSTRUCTION ENTRANCE NTS PER CITY OF RENTON STD. DETAIL BR23 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. 1.0. 5'-0" I BURY BOTTOM OF FABRIC - MATERIAL IN 8" BY 12" TRENCH 2'-s' �-s' MAX —{ I Purpose UU To retain sediment from very small disturbed areas by construction of a temporary barrier FILTER FABRIC MATERIAL made from residue materials available from s" clearing and grubbing the site. 2" BY 2" BY 14 GA. WIRE T Conditions Where Practice Applie s FABRIC OF EQUIV. Below disturbed areas subject to sheet and rill 2'-0' erosion, where enough residue material is available for construction of such a barrier. s' o' Note, does not replace the need for a sediment _ trap _ � PROVIDE 3/4" 1.5" P or Pond. WASHED GRAVEL BACKFILL 12 IN TRENCH AND ON BOTH SIDES Design Criteria/Specifications OF FILTER FENCE FABRIC ON 8" It,. THE SURFACE. o See Figure 5.4.4G for detail. o Minimum height = 3 feet, maximum height = 5 feet. 2" BY 4" WOOD POST o Minimum width = 5 feet at its base, ALT: STEEL FENCE POSTS. BRUSH BARRIER maximum width = 15 feet. NO SCALE o A filter fence anchored over the brush berm may be required by BALD to enhance the filtration ability of the barrier. FILTER FABRIC FENCE DETAIL NTS PER CITY OF RENTON STD. DETAIL BR21 ROCK CHECK DAM 2" - 4" ROCK NO SCALE L =THE DISTANCE SUCH THAT POINTS A & B FLOW n��,n�, O ARE OF EQUAL ELEVATION. - 0 0`O 0 0 2 00000QO�O 4p. I 1 -III—o o A L B o 0 0 0 0 0 0 0 oho onor,)ono�0 0�00 2 1 f- o � 2 -i I I I -11 O 0 O 1 ROCK CHECK DAM NO SCALE �' I I=1 I I —III I 11— —III=I 1SUMP —I11=III—i_ SPACING BETWEEN CHECK DAMS - ROCK CHECK DAM DETAIL NTS PER CITY OF RENTON STD. DETAIL BR20 Z 2'1 TEMPORARY `Vn DITCH NOT TO SCALE 21 VJ..:....:.:....:............:.:.:..:.:—.:.:..:.:._:.:..:.:.._.:..:.:.._.:-.:.:..:....:.:..:....:.:--:.... :..._:.:-.:....:.:-.:.__.:.:..:.:..: .:.:..:....:... .:.:--:•_•--.:-__.-.--.-.-......-.....:............-•---.......:............--.-..-.-_-.:.................-..----:-........._..-.........1:...................... :::::::: ::::::::: ::::::::: ::::::::: :::::::::-- ......... 65 ..... ....--••- •-- ...... .:EX.:ASPHALT PAV: :......... ...................:......... ......... .........i....---.. ......... ... .... ......... ........................... ......... . :(BEACON :COAL MINE: ROAD) • . : ;; 60........................:........................:.....................:..:..._....................:........................:..... :...........:............---.........:.-•--•-.................:........................:........................:............ :... :........ :.......................: .................................................................................:.........:............_......:.........:......f --� — 60 ......... .. /. . . . . . . . . . . . . . . . . �. :.........:..........................._..__...;................... ......... ......... .... _........ LANDSCAPE --- .... `../ ......................:........................:................... :._.. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /..:.:..:.:............................ 55 ....EXISTING ;GROUND .. . .:......... ' ........: ::::::::::..::::::: ::::: '�' r?� :::::: ......... .................. ......... ......... ......... .....--- .--....._ ......... .. ....... . ................... ......... ................ ......... ....... ::::::: �.::::::: :::::::. .................. ::::::::: ::::::::: :::: ::::::::: ::::::: . — - ......... •---- ..................................:................................................ .................... ....•----... ....-.:.... = :.....:_.:.: �. 50.......................................................: : - —: �.:............... :.:....._......... ....................... 50 .......... ......... :......... ................... ......... :---......;...................:......... ......... .. ............ ......... .. ..... = .BASE -OF.. ....... ....:------••-_- : ................. :.........:.........:......... :.........:.......:: :::PROPOSED `GRADE .... . ...... ° ......... 5 .: ..... :: = .. . 'SLOPE CUT E� 48t 45:....................:..°.:..:.:..:.:..:..:.:.: :..:.:..::..:.:. .:.........------ :.: ...... .......---------•-••----..:.:. :.:_ :...:..:.:.. :.:... - ...:.:.:. .................... .................. :.:................------........---•-- ...................: .... . .. ..... :.........:. : 45 :.... . ....:.: ADD AN -ADDITIONAL LAYER -OF ................. :.... _ ....:..... • . :f • • • • • ....3'x3`x6'• CONCRETE BLOCKS •T0 THE .......:.... . . . . . :. _ ....... : `TOP: OF THE EXISTING BLOCK: WALL.::::::: ........ ... ........... A......... ......... ......... ......... ....::::: :::::::: : :: ::: : :.........: ..........:..:..:......: .........:... PER. THE 18.02 �GEOT-ECHNICAL- _ ... - - - ........ • • ENGINEERING- STUDY :PREPARED :BY::...._ .:.........:.........:..... . �: ......... • ........ :::::.... . ........ ........ . ........EARTy GO�ISULTAI>aTS INC..........:....:........................:........................:........................:......................:........................:........................:........................:....... ...... .................... .................. :........... 40 :..........: .........:.........:._ .�._........... ..... ..... ..... :.........:. -UNDER ECI* FILE No.: E=3875.:::: � .:.........:�. :........ :::::: ::::::::: ::::::::: ::::: ........ W..........................................•........ .......... .....:........................ --•-----...._...........:. =...................... ..................... .................... :.:.......:.:..:.: :.:..:.:..:.:..:.: :....:.:..:.:..... EX. - ASPHALT :.......................................... .._.... ......... ......... ......... ......... .... :: :• ....... IG:.::::....:....... ......... .... :::::. ...... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . ......................:_.._........................................... .................... .................... ...........__....... .................... .................... _ _ _ �/��/�j ..:.. �I�I ........... ......... .................... .................... ........... _........ .................... .................... .L 25 :.. :..................... : = :....... 4' MIN 3/4"-1 1/2" WASHED GRAVEL —� NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL EXCAVATION CROSS SECTION met�1 N 1.5' SEDIMENT STORAGE SECTION "A —A" SITE CROSS SECTION SCALE: HOR. 1 "=20', VER. 1 "=5' 2' SETTING DEPTH AND 1' DEPTH OF 2"-4" ROCK, 1' DEPTH OF 3/4"-1/2" WASHED GRAVEL SEDIMENT TRAP OUTLET DETAIL NOT -0 SCALE 1' MIN OVERFLOW DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER OVERFLOW SPILLWAY 6' MIN. WIDTH 6" COMPAC GRAVEL CF SURFACING MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS TRUCK PARKING GRAVEL STORAGE AREA — GRAVEL SURFACING SECTION NOT TO SCALE CK § z Cn O V Q O Zr � Q Z Z O 5O ` Z O W L0 Q W Cr W W z W Q cc Er W to Z T � — M 0 O � oC04 Cl) CE, O U m \/ r. z U 0 Q� W Q z J CL O O °' U o UO D N u F- 0 0 U N d W N O O J � v N O N O Z zW V w x Q �- Z z LI N N N n z U) c) N � C 00 > i I wz C CN Q Ln Ln N N z E Z Q) Q) In . �.-. w a Q) N z u7 N N J -) u7 U) 0 O_ �pL P cf � v s�' V) �F WASH 6� 1� `�� i 4' Z N z W C? 23975 �� �(�► `:� �FSs n01 S T E��G\�`� b►— `�Jv CITY OF RENTON DEPARTMENT OF PUBLIC WORKS U) L0 r) GRADING AND TESCP I O NOTES AND DETAILS I z �� e. DESIGNED HPG O DRAWN MDY DATE 1 /24/02 FILE NO. _ - ----- CHECKED HPG SCALE _ FIELD BOOK_. PAGE___ UA NO, REVISION BY APPR. DATE APPROVED _ Q DIRECTOR OF PUBLIC WORKS SHEET C3 OF 3 1 = ' J p 4 O i IRRIGATION PLAN ......................... .•_.. .. .r .r �.. •r_rr_.. •. .. r. _.• .. .. .. .. .. .. r.r_.. _.. _..��•° ,,biI /• /,.'• 240.03 S 240 48 09 E _.._.._. .._.._.._.._.._.._.._.._.._.._.----------------- _.._.._.._.._--_.._.. .._.._.._.._..�• .� M y + A ------ --------------- 5------------ IRRIGATION — AREA 'B' D 10 20 40 ' S 7 9 ° 14' S 0 " --- -- - - --- - -----------: _ ----_ --�'. 314.8 7 _-------------------•---- -:- -� .. _ ...� .. r .. _ .. _ .. _ .. _ .. --� --- X %. r C •♦ J+ 50 l,6W x IRRIGATION — AREA 'A' .. SCALE: 1"=20' / NEW OAIE Now mom mom Now R OF D�asrilrNC �� -T OF 91 '-PR�c Now SOON\A�--! uwiM /---: won_ -- � wwp�/ won Noma MM J —� — — EQIJ I PM ENT LEG EN D REMOVE D7USTM -� � _ � / � U u F wasw 0 Z19 �z, • —lisrz�: � — —,o :-�—=-�'--- a-s.ra• R- 4050AW KEY PLAN SCALE: 1"=100' w ®� i '� �. •�ANlop M 11 NO SEE .;, POINT OF CONNECTION DETAIL BELOW SCALE 1'=20' VVI.V tJ1. VV1.�1\ / JII\LL, -- Existing Gravel D ye ' L GHT r �_ Add New Section Of Main Line 6' CONC. �\ T SIDEWALK Existing Main Line IVAU 7o — Existing2" Water Meter, STREET • — --� - — _ LIGHT ( DCVA & Master Control Valve 25' RA IN `II Controller Located Inside Transfer Station. GRAV / / MOUND I I 5'/WID�t1sJ��� I CFESS DRIVE l —+Existing Control Valve, Cut & Cap Existing jMain Line and Control Wiring, Prior To RAo. IRemoving This Valve. POINT OF CONNECTION SCALE: 1"=40' 'PROJECT NOTES= 1. irrigation engineering based on a existing 2" meter, DCVA, & Master Valve with 60.0 lbs. static water pressure. Verify prior to installation. 2. All equipment shall be installed per state and local codes, with the installer responsible for all related permits. 3. Underground utilities will be located prior to any site excavation. a. 18" cover shall be provided for the main line & electrical wiring, 12" for all lateral piping. 5. All sprinkler heads shall be adjusted to maximize coverage and minimize overspray on walkways and buildings. 6. All sprinkler heads will installed using a flexible style swing joint with rock free backfill material. 7. The installer to maintain. accurate installation records for the exact As -Built Drawing of the installed system. 8. All trenches to be backfilled with rock free materials and compacted. 9. Existing controller is located inside Transfer Station. Installer to use common & two spare signal wires within the master valve box. Splice wires only within valve boxes using 3MMY water tite connectors. 10. Note: installer to cut & cap main line & wiring to existing control valve on West side of existing gravel driveway prior to excavation. RtoyalA. Wales ritooSulCalt P.O. Box 64271 University Place, WA 98464 253-460-7672 � Q STATE OF WASHINGTON REGISTERED NDSCAPE ARCHITECT § Z U) O Q O= LL 0 Cf) Q U3 O Z O 1.- Z O � O F— Q U O J W Q X Q W O W Z Q X cc 0 U Z WN O �F) Cl) X U �o � N. �L � U N Q z a �v IL O o U X I— co (D r oo Q N M Crn (D ^ •_ C14 (� IL U T C o L N �° a O N N HEIDI M. KLUDT V CERTIFICATE # 274 I I ���111111 CITY OF RENTON EDEPARTMENT OF PUBLIC WORKS IRRIGATION PLAN DESICYNED H . K . DATE 01 /02/02 FLE NO• L1.dwg DRAWN SkyTech CHECKED H.K SCALE Varies FE D BOOK PAGE_ NO. REVt8i0N By APPR DATE APPROVED 2 DIRECTOR OF PUBLIC WORKS lwmT 2 � fo Y o 0 Z w Z 3 w i N EROSION CONTROL NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. �- 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON O._ THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL W SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR W ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE W PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE z CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE o O MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. U5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. Ln 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH i SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE V) INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR Li OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME O PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH Hw EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' x 50' x 8" OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE a CONSTRUCTION SITE. U N O a LEGAL DESCRIPTION: LEGAL DESCRIPTION OF THE PROPERTY THAT ENCOMPASSES THE STONEWAY TRUCK PARKING/STORAGE AREA SITE 5� ro A TRACT OF LAND SITUATE IN LOTS 28A, 28B, 29, 30, 31 AND 33 OF !U,'CTION ADDITION TO < °m THE CITY OF SEATTLE, KING COUNTY, WASHINGTON, SAID TRACT BEING BOUNDED ON THE NORTH oa BY THE NORTH LINE OF SAID LOT 33, BOUNDED ON THE WEST AND SOUTHWEST BY A LINE �< o DRAWN PARALLEL AND/OR CONCENTRIC WITH AND 50.0 FEET DISTANT EASTERLY, MEASURED AT 'o RIGHT ANGLES AND/OR RADIALLY, FROM THE CENTERLINE OF MAIN TRACK OF THE UNION o PACIFIC RAILROAD COMPANY, AS NOW CONSTRUCTED AND OPERATED, AND THE EASTERLY AND - NORTHEASTERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD COMPANY AS NOW LOCATED, BOUNDED ON THE EAST BY THE WESTERLY LINE OF COUNTY ROAD NO. 24-23, 4-1 (ALSO KNOWN AS STEEL HILL-CHARLES MONSTER ROAD OR 68TH AVENUE SOUTH), AND } BOUNDED ON THE NORTHEAST BY THE WESTERLY LINE OF BEACON COAL MINE ROAD; S U Z p TOGETHER WITH ALL THOSE PORTIONS OF THE VACATED ROADWAYS ACROSS SAID LOTS 28B, 28A Z o AND 33; o J p V 4 < EXCEPT PORTION OF LOT 33 LYING WITHIN THE UNION PACIFIC RAILROAD RIGHT OF WAY; s Q ? U r.n 00 EXCEPT PORTION LYING NORTH OF THE NORTH BOUNDARY OF THE UNNAMED VACATED STREET _�� to I IN LOT 33; AND EXCEPT PORTION CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION BY DEED RECORDED UNDER RECORDING NUMBER 9408230332. o o a DATUM: cc, DATUM: USGS n BRASS DISK: J384 I a ELEV. = 32.17 X w a o LEGEND: m EXISTING CONTOURS EXIISTING SPOT ELEVATION EXISTING GRAVEL EXISTING ASPHALT EXISTING STORM EXISTIING WATER EXISTIING SANITARY SEWER z 0 0 of KINGCOUNTY�uMRs ..` �,Wow TTUKK"--L A (OMITS l UNION PACIFIC R.R. o COVER SHEET CONSTRUCTION SEQUENCE: 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG CLEARING LIMITS AS SHOWN ON SHEET C2 3. CLEAR AND ROUGH GRADE SITE AND AMEND ESC FACILITIES AS NEEDED. 4. INSTALL UTILITIES PER APPROVED PLANS. 5. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW/EX. CATCH BASINS AS SHOWN. 6. COMPLETE FINAL GRADING AND PAVING. AMEND CATCH BASIN PROTECTION. 7. CLEAN NEW STORM DRAINAGE SYSTEM. 8. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. qc oti q � FR K�No ✓R /4,�F` OREEN �o�o wq Y SITE ti i RIVER vL MONSTER 5 ROAD SW s A AL AV E �oo�o 405 VICINITY MAP MONSTER ROAD • F, 302.03' S 18'53'48" E COAL MINE ROAD 0 40 80 160 BEACON C 24. 48pg" 240.03' S SITE UMrrS OF — — — — — — — — — -- -- - ___ t-------------� .�` CONSTRUCTION 44 lily,-- I r r ....... .. 71. .. l _Q L — — — — co BURLINGTON NORTHERN 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 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 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. N 2--'4' 22. 34" W UTIL[TY CONFLICT NOTE: CAUTION: 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 ® 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 CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO. ���• - � UMRS NKWILA REVISION MICROFILG"b:. BY I APPR. I DATE z ai O Q z O C = Cc Q W cl) z Z O z _2 O cr ul z O F_ Q U O 1 J F- Q W Q W O W F' Z WM Q cr a: 1.� O z O T Q> U zu-a�o c�° cr W Uo v Z tO a. O U � � � U = C�LLJ U f— ::D Z > Z0f /O ^ V / zg V) a- . _I Z Z w z Q N-) CD N N 00 t\ Z ( z I I Ez Ld � Q � N � N 0 Z - �Ln� ^.� w - L af 0v) P� P. GRi� s4. W A Sy 0 �: Q 2 cn z T • W — y 0 �0 9 23975 �� ��_ �Fss �0 I s T E� �G\�� d►`_ �J� NA L G0� EXPIRES 6— 00-03 CITY OF RENTON E EPARTMENT OR PUBLIC WORKS COVER SHEET DESIGNED HPG DATE 1 /24/02 FILE NO. DRAWN MDY - CHECKED HPG SCALE FIELD BOOK PAGE APPROVED M moo.. SHFFT U 1 nF 0 I Ln M N I- I M IV m I L0 N w L x a a O O u N 0 U C6 N O O N N 0 v 0 0 3 a O I Ln Ln u) i (D a Y U) 0 i .i LZ LO L0 O z m O W U m 6CF-0,2-0-13 0 pY Z 6 = m W W = rI W z CL 0 1 (LO ma:z WZ DOR � QZ= W-� 0< z z awz m0 Z .Will0z V V , zz 0 Q u) ff (3� 4 W W U a a 7 w a Oa c.; p ul O y O 3 w U O a.a Q d a Q W x z 0 V) �\\m \'O\'000M, WET LANDS .274— N GRADING., DRAINAGE AND TEMPORARY EROSION SEDIMENTATION CONTROL PLAN Wr 7u 'sft NEW ATE r r MATCH EX. HAN01;CAP ""'' CONC. CURB DEMOLISH EX. HC RAMP BEGIN CONC. 1 AND CONSTRUCT NEW RAMP RIGHT-OF-WAY CURB & GU'TER \ � � - STREET (PER PLAT) i% L; "i i" t -B : �` OX MONSTER ROAD SW \ 1 ' . 302.03' S 18'5348" E F- 3' i 3;3;l':WA k xz EDGE OF EXISTING_F• *' ::;`'-••,-`t......._............... a•-••, S� APPROX. LIMITS OF PAVED ROAD "'n :fir' : _� t'` cam• ~ �:�� .;< •...._... 25..--Fi�D:-'..___.....� . CUT AND CLEARING X _ H.'': 25' RAID. LIGHT L' POLE 't 8" r'O , '\ c �\ "�\_ . ,',• ,may C h:0 00 POWER Ps3.E: --t j 'fir '� \�.'^ " .� \.. a - Er€.,i€;ate GUY POLE ' t r'�Sf77,F` 5 x' " " - �_ .. �> �w µ `�' .:�` i#{F: ' }4 TR y� >F:JiiE:� l c ` y ""3ry ��3 _ �. '~ ! . ti<.. r.. _ € :`: %i s ANT 7 r'i}'lE: �.t�:�€DU �a Fr•¢w) <. �l -..",. \� \`.` a �`' .' - \._ Y. t fr POWER POILE i"`" E N•=Ji.LJ g� f' r.. �o�,.,.s,��"jX<p ^�..�.. `rr s'c_.A.,� .._--_•...._...� � ='+. \._ ^� .a r OAD RIGHT-OF-WAY` t gyp" D€ S"Jr,G�2J''N1D. L MINER ',(PER PLAT) 1 i i>, S" :ONC .. k�" `V �" : o /y i i r \\ i —rx \' ,� •:\ VVV ; CA'`''lt:i .+.:.,' is �O Tf� i�x� iS V TOP OF SLOPE } E r ,.X— � it 'G. J "uP �'♦ /.-.._.fir' J ;FiE E::._ FIEsv S 24 48, 09 ,; - /%. "'�_. /.� //.- t•l;'' ; "Est.E 240.03 TEL ;=`30 ♦ :`; (,'A J f � ... - / / �/ / /. ��: "1 1 ' •, ' u .E li y / `25. ,WIDI ASP#JALv I i i'� N`� SSC V. POWER c ' 'at`�' ��-_--�- �' s �'\\Ni' ACCESS DRIVE j} ! :__� f C 4. `�a _ _ ',>^ R .. .: r.. r''-• i '� �.'>�'r / / / -/''' O. /`'�� ......- \ `. \ '\ \...- -• _ "...-„_.,,_' /' GI�JkR D, I V',I L r ' %G;t•(}..�-•. � <-_.__5V- --_' �i^. ` a< `/-''--__-�..� % -- f�I. j=--------T'='t► .--`\\ �k\40 RAD. -''� v r''-�4a NOTE, --ALL TREES AND BRUSH WITHIN/ - _ 50— r: i 4 SITE''CONSTRUCTION LIMITS NOT APPROX LIMITS OF o / :�. i � v ._........ _:--ems .•, � :;., ' 1 CUT CLEARING/—_� SHOWN ON SURVEY SHALL BE x.� / ;., T_••. _ __ \ .; - �% ' "� / /' / REMOVED DURING CLEARING AND GRADING OPERATIONS �4 ,/ ' "�?, ., - `V •s< o*/%, /.i/ ,.\ ^ /ter /• :,\`` ..,....,.._. ....__...._,--_-�•------X, t4Si+i•uALT J,� :; /'�;'�/`rr=`:`•y;Y!% 1 % o % EXISTING TREES \ 't I o i €r>, C�.^, `` ��{� p i ` / Iri TO AE REMOY €:.. w . ;d --� i /% ED f OVERFLOW �i i t%x�/ // / �„ ��^ a j/ ,; K -�q t =k'; ' (TO CB) ?-------44---- -----T5 - --_- • - . �,.�.--�-=-- _ _s - : �.�Stiy ----- % / _ra y. / J� % %; / i' ""'_•-'.'^ �' »` ,-..�.�- - "� - 4 •, ;c._•-• ---- .......... .... ......_....»...-� r•' -\+` ••>.-:�x-�ss`?ti )'� — ,- - - - - - - •� - �- `\X \ ---- f- — — —— - 25 WIDE GRAVEL .i(-T� ��' ii r---�'�r „ ...--,.-_,...._•-'�..••--, 1..ff J.�....• .....�•- ....F-•.•"".`lr. �-^ J/ '"- __ J ._ G. ACCESS ROAD - INSTALL TEMPORARY C - --- _.._r. -- .. ..,;�-.. _" ... ».. ._." PROTECTION DURING �/� KQa. 1 , TEMPORARY SEDIMENT TRAP CONSTRUCTION �' ":� _A �30' RAID. r / IEMPORARY/ DITCH (SEE (SEE DETAIL ON SHEET 3) ii' :." / \ ( : =.. / ,ti n -.e `�.� r .. ^ YID-"-€_ .J ' -y ✓ 25' WIDE GRAVEL, . ' ACCESS SILT FENCE'. _ _. _ __ ..- "' ----- ----- - -------------------------- 'r n\ f — --- 42----------- `— •� _ �. :,v.,f.�..: ..._.�:.-,--:_�-•-- ::: .: . _• -,• : :-- - _ __ .. ,;-,-'- --.:....:--]-�. :x, f3.Av:1.-.<.-.-`. : _ _ —_• :. " _.. _ -_,...._4- 1—T� •W ..,: sz, :>,.�l_r_rrrr_ir , _.�i■_._i•`::�,Y....;...�•-.`..K..i� 41.2f T W - ;--�--�-� _4- -z1.�3t -.T.,.._�W3' WOE COIN .1f �- �_- - F 25S ' I RL AD. /_ 40 E Oi %vf / Kr iol- is-- .0 LiU3 YI,- o c W L L � T V� STORMtEF4tJ' ....... / / ER _.v 40 _,ter•' „-�`'. '+_�36-i... ..:a.- ... ,-.. ._............. ..._.-.._...-_ _..-._....__. / \- `€T ,. _-,_..--�'-�'-.,...w•:"'='�.•'�.�,. = _ �� - .- r„•-,,._.....,.-...�......................,•... p- ` ..........___-_ _-•-•'i' ,�\ .��` ..,r ��._._,.�,�._.- _,�,r.•_�.�.. ._-n-..�,�\`�v. - r: ,'�}, F: •iC„\..J �,,.-��,,........ �'"" =�- 1-" e..•.'�sr: - -. _ E%J 'rt- -�Y• .?$• -----____-_ ____________---r"�',. ---- �^ .._ ......_ fir__ ----------- r ` �,,,:,r,.. �-" _�_. : -•^�•. ,�1 N �1 .. .-._....__._.,... ..... �' C_#',\ w'."e...`:.�,.-...--.vim-...�.�... .--- -_--- F•'x'� ------------ ^" �.�:.........���- ,.ie�er�-���L` :•^�'. :.. •�..191.91 , ".% ,,,, •.». -... �» .�f, ..s VKAI �irr�t,. -- --- ♦ `E f., -. ` ADD AN ADDITIONAL LAYER OF ,. ..... c. � .: _.._�,'' ,�� `�.�,;;"'..at~=-�'"""• r r ...�REW, 3'x3'x6' CONCRETE BLOCKS TO THE",-, ......� CATCI € BASIN �IJT _ • • L` --/ �� ` -- -._ ._ ..._ ._ TOP OF THE EXISTING BLOCK WALL .,, ,.. • . • _ _. __ x"a= a= , #>,i = s 2.' 2 \.�Srm,.:- _ .._ . 5Ef' 6TION J��A ON SHEET C3) (LIMB'S OF LI:✓, :. \— ,"...."'4sf ` : r- .. i. -Jr• `" :Tr `07.. _ vt 2+' AD, %i ry1 .48 \ \ t\ ' ' ; i_ ? .._. - 24" ADS S = 2I.w, � CONSTRUCTION) :�`�, _ , ;........., <.a, y hh-L?tC'.'hr.Gat it.. .ra- `a?. #. -• .. "::='M:' i^.P- i ": `2" ADS C = 26.,:: '�\........... Ex. ASPHALT i• L'>.•• v _._..-�\. `�. rAw. HALT d , K+•^ _-A 141 CAC BAS€N t," :.25 E 2#E:::2 i •::..i":•.., ..1.�,% j: ; - •-• :>R, , t ,\ RIM = 32. 12 1 � �:._•? t; Ca ' W Y� "•_, 4�"- /l,� •Yg. 11 1 F c 1 .r^^:... I ' :, 1 st �S ` CAT'' i iE:: 4" ` ,2: 5'; i j Y • �c� i I �' f ' r . jl •cam ' .� r\ ' '�x= u'? Ri:v: M = i!'. ' :%� .,r4/� 1; I:� ,f' 1 .�/ 1 X �°t••,�w :..�.�„ i; �.4.J30.L t •--y , 12.' A S t$ - 19.1i) A_/a t l.� -- :��•�� 4ti 1 ,�� \.` •i':` 'it ":, .�" ADS ':1i .... 34. .'" >� ,.I i%';C?�? .t:A. <r€C:i..E:. - .r*.r - - 7 � / � � •�,°�-`3 =�,i \ k ,•. ,,Ir: ;r+ n•r; ;n-•; :,fir \i .:�NTR(L JtaUCR)R� 1' •: I t 12" ADS Oli_ J•`.T.,r'ARA7OR RIM 25.4 4 — .r.♦ f�' ! i `•�'t .t 1•K'`_. �a .4" •J'#'= .?.1.. ;; G,a,:;_ %tu- r.f `n iI�{'L.\'.`"GY�•'.,...••.:s��F,islgi i'TC 24" ADS S {. �. 24"J N.y}t 20,01 :E._ r fi...." 41 942, » ' AS . 1 S S 1969 ._ -..- _......-_... i r rY` .... 19.69 .... r E=1 ?'.84 24" ADS E -1 20.$6 " ADS r 19.96 s 1 ' .'11 1 1 1 1 1 1 1 1 I I 3' WOE .12n .e ZS• CEhTERLII.E TRACK 0= 4' 47' 22" R= 4050.00' L= 338.55' SITE DATA: AREA OF LIMITS OF CONSTRUCTION = 4.0 ACRES TOTAL AREA TO BE DISTURBED = 3.6 ACRES TOTAL QUANTITY OF EXCAVATION = 8,013 CY TOTAL QUANTITY OF FILL = 7110 CY am REVISION BY I APPR. I DATE SfTE (LIMITS OF CONSTRUCTION) §` z vJ 0 Q 0 � Z = (j) Q W 0 f_ z z W cr- Q U 0 J /Q L.L Q W W W z Q cr O U z wN 004 �. F 0 (�i° z QN W Q z IZ O0 cl) U U F_ = V LLJ (U F— Z Z Ir � V) � J z Z z Lj W N N N g z Q 0 O N � 0 Qf z z � CQ 0I � W W LLJ cN Q 'S Lo N Up Z Lfi i-� L0 U0 Z — W Y U � PL P. GRU v b WASH z = W 23975 0 �� A`' `Fss �o l S T ER �G\�� (�` N�Jv NA L E 8 o co EXPIRES 6-10-03 CITY OF RENTON C>EPARTMENT OF PUBLIC WORKS GRADING, DRAINAGE AND TEMPORARY EROSION SEDIMENTATION CONTROL PLAN DESIGNED HPG --- DATE 1 /24/02 FILE NO. DRAWN MDY CHECKED HPG SCALE FIELD BOOK PAG APPROVED DIRECTOR OF PUBLIC WORKS SHEET C2 _ OF 0 s I u In N I n In N C3 I In n n 1l) N X L /v a 0- 0 0 u Q) 0 N O 0 N a- N O 0 0 3 I In n C .L Iv v Ln C / n In / 0 Y In 0 to to Lo z m 0 W UM W C�lf -01,5 C 0 0 Y Z O V Z o w 3 C GRADING AND TESCP NOTES AND DETAILS C0 CD C^L 1/. — LL EL V, < W� F- W Z C) < zV Q Z U) F- Z �O0 Z x^ r r o 00 CD zz Q J (L �< �z w 0 0 0 W 0 U O Z 3 O 0 Y U U O � Q 0- a Q LLI UJ X z O V) ry O z F- z W W R/W m d I 0_ I v O Qw O EXISTING GROUND Ld LLI 0O F12' 1 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with "fines is not acceptable. as necessary to insure h minimum length shall be lengthened 2. T e 100 min m 9rY EXISTING GROUND material h not tracked into the public right-of-way. 100' MIN. -EXCEPT MAY BE REDUCED TO 50' MIN. + FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL. R = 25' MIN. O C Q 15' MIN. I o PLAN EXISTING DRIVEWAY -" RAMP OR SITE ACCESS NO SCALE ROAD TEMPORARY CONSTRUCTION ENTRANCE NTS PER CITY OF RENTON STD. DETAIL BR23 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. .0. 5'-0' 5'-0" BURY BOTTOM OF FABRIC _ II ---------- _ MATERIAL IN 8 BY 12" TRENCH 2'-s• �tl �---s' MAX --{ I Purpose Uu To retain sediment from very small disturbed areas by construction of a temporary barrier FILTER FABRIC MATERIAL made from residue materials available from s" clearing and grubbing the site. 1 A. WIRE r Practice Applies ' Y 2" BY 4 G Conditions Where ac 2' B PP FABRIC OF EQUIV. Below disturbed areas subject to sheet and rill 2'-0' erosion, where enough residue material is available for construction of such a barrier. Note, does not replace the need for a sediment 5' 0' _ trap or pond. _ P VI 3 4" 1.5" PROVIDE I 12 WASHED GRAVEL BACKFILL I IN TRENCH AND ON BOTH SIDES Design Criteria/Specifications OF FILTER FENCE FABRIC ON 8' MIN - THE SURFACE. o See Figure 5.4.4G for detail. o Minimum height = 3 feet, maximum height = 5 feet. 2" BY 4" WOOD POST o Minimum width = 5 feet at its base, ALT: STEEL FENCE POSTS. BRUSH BARRIER maximum width = 15 feet. A filtf NO SCALE o er ence anchored over the brush berm may be required by BALD to enhance the filtration ability of the barrier. FILTER FABRIC FENCE DETAIL NTS PER CITY OF RENTON STD. DETAIL BR21 ROCK CHECK DAM NO SCALE L = THE DISTANCE SUCH THAT POINTS A & B o ARE OF EQUAL ELEVATION. Po A L B 2" - 4" ROCK FLOW _ o o"O o`LY o 2 0000000000-11 24„ � � . 0. 0 0 (Q ,o0 00000, 0 2 ROCK CHECK DAM 11=i NO SCALE 1' SUMP SPACING BETWEEN CHECK DAMS ROCK CHECK DAM DETAIL NTS PER CITY OF RENTON STD. DETAIL BR20 2'1 -1 I T TEMPORARY "V" DITCH NOT TO SCALE 21 DJ.............................................................................................. ........... ........ ........................................................................................................................— ...... .--------....................................................................................... ..................... ....... VJ ..:..:.:.:.:.:...: :..:..:..:..:..:..:..:..:..: ..:..:..:..:..:..:..:..:..: ..:..:..:......: ......... ......... ......... : EX . ASPHALT PAVI:N. G ......-�BEACON'COAL MINE: R0AD-) ......... ::::::::- ::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::---- --: ::: :::::: ::: :::.........:.........:.........:.........:.........:.......•;-------..:.........;..----...;.........;....-•---:.........:-- - - . 60:........................... .................... ....................-------------------- ..--............... ...........---...... .................... .................... .................... .................... .................... .............. . :......:... ...._: 60 ........ ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... •........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -...................................... � :. � LANDSCAPE .........:......... :.....•-••:......... :......... ;......... :.........:.........;...........................;.........;............. ;.....AREA :................... :........................:................:........................:........................:....................... .................... ...................- .................... .................... .................... .................... .................... ......... .................... 55 .:.. ..:.. : : : : : ........ ......... ......... ......... ......... ......... <v ..... ......... ......... ......... ................... ... - --• •--•--... ......... ......... ......... ..............;.� ...-.. ...........................'.................. -- ......... / ... .EXISTING GROIJ�ID . - �. .................................... ..-• ... ...... ......... C^.....................:..................:........................ :........................ :........................ :........................ :........................ :. - ---............:..................:.......................:......-•---.............'........................ c^ .......... :......... :......... :.........:.........:.........:.........:.........:.........:............. .... ......... ......... ......... ......... ... .. ......... .................................... ...�:...................... ......... ...... ....... _- ......... BASE -0F .......... :.........:......... :......... :.........:.........:.:.......:.........:.........:.........:......... :... .... :......... - ....... SLOPE 1✓UT ::::::::::...`:::::::::`:::PROPQSED.GRADE-- :: ::.:::::: :::::::::'::5% :`..:.....: ......... ......... _ ... --- :.................. ......... ......... ......... ..... . . ..... .... ......... ......... ......... ......... E� 48f 45........................:........................:................................................:........................:..... ......... ........... .... ......--•-----... ......- ..................... ..................... .................... ..................... ............... -.. .................... 45 ..... ..... ...................:.........:.........:.........:...................: ... :.........:... ADD AN -ADDITIONAL LAYER -OF ....... :.........:......... :...... ..: �.. :.........:......... .... .... . ' ......... ......... ...... ...: E.BLOCKSJO:THE---....:..... :...... =............. ...:......... :.........:..-......:......... :......... :.. :.........: :3 x3 x6 CONCRETE . TOP: OF THE EXISTING BLOCK - WALL: ° ::::::: i :....................................... PER• THE• 18.02 �GEOTECHNICAL. .....: ...... ......... .......... .. . ......... ; ......... .. • • • ......::::ENGINEERING: STUDY :PREPARED 'BY::. :.........: .........:......../..::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... . . . . . . . . . . . . . . . . . . - f EARTH. - CD . - LTWTS,: ANC ..................:........................:.....................................................:........ .......... ...... .-- 44 ._ .�.. ......... ......... UNDER �ECI FILE No., E=8875..... _ . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:.........:..........:.......................... :........................3c................................................ ........................- :...............:....................... ................ . .............. .......... ...... ...... :.......... ........ ........ .......... ......... ......... ......... ......... ......... . ......... EX. -ASPHALT.: ......•---- ---•- -.......... ......... ......... .-- ...... ......... ......... ......... ......... .........PAVING ,/��(��:........................ :........................ ................................................. .................... .................... .................... .................... .............. I ..... .................... ..................... .................... .................... .................... .................... \I �I _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25.......................................................•-..........................----...------....................---.....:.......----.....---.................................--------...............................................................................................------.........................------................................ 25 SECTION "A —A" SITE CROSS SECTION SCALE: HOR. 1 "=20', VER. 1 "=5' I_ 4' MIN -1 _ r 1' MIN OVERFLOW NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL EXCAVATION CROSS SECTION ON N 0 V L.V I F-A I ILL HARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER OVERFLOW SPILLWAY 6' MIN. WIDTH L1.5' SEDIMENT STORAGE —Ili=III II I I I I II 2' SETTING DEPTH AND 1' DEPTH OF 2"-4" ROCK, 1' DEPTH OF 3/4"-1/2" WASHED GRAVEL SEDIMENT TRAP OUTLET DETAIL NOT TO SCALE 6" COMPAC GRAVEL CF SURFACING ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS TRUCK PARKING GRAVEL STORAGE AREA — GRAVEL SURFACING SECTION NOT TO SCALE co O 0 Q Z_ Cr r VJ Q W F_ a Z Z O 5O ` Z r W L0 Q Q W W/ F- Z V W Q T_ Cr 0 U OO Z 2T 0) >_ m c�CEU°C� O U, u � 0 LE ro z Q N 00 CC W Qv X Q z L n Ii O O Q U o UCN D N u v U V) N bi N O O N N F— 0 cn 6 E F- W > F- a? O _z z zW v V V) LLI X CL Q LLI Q z W I N Qn N N N 00 Zp � U`n-> CD 00 N I�_ c0 00 tY z > i �- z w Q �Q�� N N Z Is Z5 Z C: .-. z Ld c > Y U v=i 0 Y !' 4 O/y� , P�- P. GR� ��wwV sb o WASH/� _J �� V) ~� a Z Q co Q I' z ui V) - z - LU Li C? 23975 �� � A`' e, S T ER �`v�� �d►.�� .SJ`• CITY OF RENTON !]EPARTMENT OF PUBLIC WORKS L0 L0 C'M GRADING AND TESCP O NOTES AND DETAILS m DESIGNED HPG O DRAWN MDY DATE 1 /24/02 FILE NO. CHECKED HPG SCALE FIELD BOOK PAGE (W NO. REVISION BY APPR. DATE APPROVED aREcroR of Pueuc e;;;R.a SHEET_ C3 OF 3 M 0 Lio o lY s i:i w V � a Z Z 3 ri ¢ w o � 'I VJ ^VJ 1.1.E CL Q U H W 0 0 7'z o cr m O 0 m V W z o w > vO s w Z Z O U w Y U o w > O C a_ Q 91; z 0 V) Z oz 4.03 QO e n.C• /. 3; rug 450 ris 0 125 250 500MA 4,JM4 4� y 13536 0 SPIDER STAGING SALES `- - c- 9.72 Ac. f 1 3tjb totem Q /� B.D.C. q.� o � /f� ZL.35 D U WA M/ ti o NO. F �. sy A % cot > O z % \j TECHNICAL RESEARCH GO. 10.59 Ac. { PJ�C. � 4.12 Ac. o i ,p ;v �� REAL ESTATE 0 0 P3O EQUITIES CORP. Z Z.10 Ac. I MENT 56.76 AC, 4 8%C• _ 1371 T.L�v w B!J C. PTB.D.C. ''0 a i 60 G OZ"F b ��yB%'' I I P 1 _ r. Lac. _ 7.71,o 9 OS 4 var I 13 RENTON COUNCIL N 2a0 e `\_'{•' ^ i 0 2.58 Ac. ROLFE e 3 4 5 0 `� 7 8el 4 a -7 - SHELDON Q 6 M _� N L. PATRICELLI Ac. m 1.2 4 {� --- -- - I ��/� 4174 7G.37 `�' '-- �' ` 1�l i N �° _� 14 [ j3 �-3_ TL. 9 it / ! in ■ ,�■ A © ^ 1 111 ^ U As' o 2 (% 11 4.84 Ac D.C. I c`\ ^� ` % h T.L32 l /I6 !Ge ,r \ '` a N l' � 17 US AS62p a a 100 /00 VI ■ %q2 o r ; to N ■n II 6O 1 1 7 r 0% ee FIN - a' ° - ' r; o v3 ° L J �032 0, Zi A 1i w '� °� .133 w ti ,c' N � `� �t� �/Q42AG.ti �. o 44 y D.C. - I r.L.2c 0.9Z AG. O.C. io° '�'' lk"Ze--Z`-� 4' . t��,, 2d 31 4* 5a 6 7�0 71 6 5 b , CO I 1/I a `>v/ s io O, I REAL ESTATE EQUITIES CORP. p.0 1 ,-� �`�,�°0111 r-- �r ` `il�7/,V/ V 160 t0 4a0. , Z S/ N " _S ,a,/FoQo•AqfNlu`nn _,�"'`-' 1--er3sos .,~ --'' _s .' ROUTE 900 �, MARTIN F- Q 24 -!JN I TS`- 1 / -` �-n - E 1 55r1 Nei \ ♦ i ^ 1- `3509 O Mt i-"�--� '\ 24Z4c N.1Y Govt Lot 7 J - :fir - A �IZ Acres \\ C`' . / � �-� ►3 *' _ c 14.87 Ac. T.L./ .' " = F- - r- _.` �QQC. r3.35 ��� __-_� / `'' U.9 �I UOSEPN SE6AL & 7 LLOYAL L. NEWBURN ro.10 AC. 8 7 6 5 4 3 2 I ti o p7 Com,5 C7E0 g tEJVTON cr LIAtIT b 17 .18 1 34 � .o N 7•[. 6 Q W 0 t W E- ,��;� o OR O W J BLA co , ; o \ �1N Q o� A - U - o� w 101 � '�Ly" O \� , N r I ' 38 37 36 35 o I� - - _ f - - --- O �- °' bc 22 N 60 \�, 6p p r� /' � p # V 0)\t\\� yar �3i I h %' t�UOj g a y �'�ENs 91 G a�°` DER W Q 6 17 ' X 8 O 4f 42 43 44 u'�' \� `��O f a p ti� " � .0\\ ■ ■ t Ac. < z p 39 4 16 I Z24 . -- O U 0 15 C 2y X Tc. Z4 LO 12 OG -A ��� r� 'q �` 5 I 14 - - .. •..• ate. J. \ ` ........ 1Q \\ 18 W N 20 25 B /6 ~ A 0 • z c v nib -v) `� I L �56i°Mr,wse\Rq� �e�9j /�4T 21 ��0 /'7` 9-�I24 Z 0 LLJ 2 V o 40 s /d• \ �Z 60 LiJ 71 N N N Z ,Ln /' FLOOD caw oc /gyp �'�� �- DETENTION BASIN PARCEL p 00 cn 00 Z > f/ r t- /1 O 0 O a.o - x oRFEK R!V �162T -� J[� SZ 5�¢/ �. / Z w w --z o - W ----- W A S -- I N G T O `_ __ `_ __ ---_ - a� , 20o N T E C H N I C A L �ENTION BASIN N N z Z 'IT3 �O / 'A .�, ! 1 f V 2. `1L O t �, 251� p 3 WATERSHED ° 9z 'd �• � \\ ► 0 11 / �P� ��` •a '�.�- - � j `' - Old■T. . le _� i � U - �° 1Z / 1 1 �p ® I 30 Z 2 --- 12 os6 Ln a 1 1� /7 \��� ` == '� e CK E - =-` PARCEL 1- l j u w �i 21 2Z ? 26-- Y_���� as a9r H 6A R C N� W N N > � � / I `.` �!' ", �►co 23 41? - - Dpc6 �i3.3° OP OG BAN A1IDEi r. Y �� 2/ i�• � 3? h^ � 6 at�9 ., �'• t' 7R.31 -.__ - -•_ _ 0 TRACT 29 S U PIS. ��" .t � � � zb u,�' � � U N _ T�/ �+�- o �,g5 / , j, •. ?Q s 3Z / � ;t; � " 47s>ei�� = :.= - _ - F- - �: �L -0- � �-ri. Dye � � . J � /7 J /'_-arzsr Pc v lrV a �tA� 3'� t9 i . Ys 2�� 18 6 7 v` o �� ''' MONSTER p': r L t 6 f.L' IWO P N° ��/ s � N 90 ys S 30 T�., 1� \ CENTER �P� RIB Gj�G 'L Z 10 d�1r i O w"�``� �a'�M \�\` T F �F WAS// J 2 41 30 _ _ 8 In ° \\\ 4 9 e 3\ �65 (C) O00 e �� I ` 2 * pp .S n,,. 500 00, L92 to 0( C (A) 2-34AC. P. 1 z 0 O _z X C0 Z O W Cr LL e� Q ZNp SOP t i I SLf/ TRACT A ~ =P `" z �9 s z W b Q•,an' O ti PTN. '� G . •� . __._.........._._.,...mot _ r.L. /20 ` ��/ � F ny. 8 .T.ca 601 � � �o� �F 23975 A +rr.ra �� �� 2 •or � �rc. /20 � •-- - -� " . ' _-' ...._.7� �,•-�, .�, _ --- � �SS��NA LT E E���► dSJv 10.3 AC. ll� ► �\ 60 6n, r.[;/16 WASHING 8 4 �� 9 n �y� �,r ! Gv ��� I EXPIRES 6-10-03 Gov't Lot 2 0�q' ul 13.70 Acres CITY OF RENTON LO / 12.47 Acres cammNfiR CORP.LO 16304 \\\ ; OF AMERICA DEPARTMENT OF= PUBLIC WO� RKS / ;. \ v%� 5.56 Ac. = �� NEIGHBORHOOD o DETAIL MAP Won, 0 II DESIGNED JMH t DATE FILE NO. 0 � 110.17 AC. DRAWN JMH CHECKED JMHi.SCALE FIELD BOOK PAGE " u NO. REVISION BY APPR. DATE APPROVED s OI.REOTOR OF PUB_I IN"IS SHEET____ ___OF__ __ m 6 Y Z mO U Z . O :.i 3 - U c a o r� rVn/ nV/ �.�— 0 IL V z C U D Q �O U< Q W cr U i W 'Y N o I<' U N o 3 O c U W U K tl < a. Q w LLI cr 1� z 0 V) w z Z u- WN �o����0000�o�o�o�oo 25' AC( >x r� 1 �ti APPROX IwiIT�; OF - CUT A- -G .Er"•RNIIIG I` tit t '` ♦ ' ,. ~ 00 O� 1,/F\, F 1y 'L t S Dc a€i=lsl{ MAt�'s<::i't.: _ I. - - <. 'yJitfT't�:L ST' VC_.TUIf'w !. ---- ----- ---- - R ►� _.. 1S. 45, _ .' SCHEMATIC PARKING AREA LAYOUT x �.VIl EX. i1L 55- E .i \\ !, DEM0::-.ISH E� X, R, it:.�t•.?'' c CoNc. AND CONSTRUCT NEW RAMP LIGI ;' \ MONSTER ROAD SW \ W ,..... -P^X \ 1 L •"' vY: F .f".xavi L�Iw.e•C[?\j;W ` `� %xa�sa.. . fi) a �C. / MANHOLES `i\` __� 25' E D, �, ROWER POLE i }:.i'•�f, C8 .�........_. tn1 x r.. �'vD'i't'..� 'E �✓+r`-�� d �,.,.•...�-•a<... , '""` -y`GZ�j .t ,:1 t sf rcFrr`••v:'`S. .'J -`. nr Q=•` ''EL.Y ru"' •t +,..� i7%.. y,r•= =� ..... ,...._....,\� ..'^, {y� t . :.�) Ag 1 i • i .i rj. `��,i •�:w i �,.0 •,"\..,� ~r'\ `: \ ROAD i ;E zs" D! 5.-a� ;" x �,•'' �!✓- w. �.r �,.�" �.� ��• ,,,,, "n •-c� �",� i\ >. OAL MINE I 1 IfE i.. ACON C T l i r r; ^t ,•♦i% "C',- ' i .. ,y.G•..-"' ✓,,.i / .•'""' if i �r / \� �+ \ i "! \f BE ;F1i II: I : 4✓ :�• :E 'v i n � x, 5 ✓y ./•• �d2- ��,,.m' i/...y-•.", i•�i�sYr'".. \ J i' �Gi'���'.:_ � `�• ftt V 9 OI:91`, ("'ABLE: 2-40.03 ;z !' � � I ,• V ,f -_-- r,,,-� - -•� � ; ' POWER. E p. APP MATE LIMITS •,'� /' OF TRUCK/PARKING RFA'" „ ------------------ ..m .:N•�i•iN• ` ` t �t �•••. • f�I'_: '"'(}:>E:: :y }(iI'�'f•':.:::�.i,`: a- •• ' APPROXIMATt-�OCATi l STREET %:..Tzar 1 t^, r �X. .... ASMI"A; T- V,. -`QF DRIVE AISLE : I.�'" IrE-2�'sfS, , •\ t - - ��,. - .......,. '• �N�.:. J--e---_ 1 .ram--".' :...•�' ;�.� - `` .. .._ :� / .��•... .. '-•-.�.- _..-• � _• � � 25' WIDE GRA - - - _ - ��"•" -_ �.,:._... -'._.... ,�.•_._ _......�.. _.__:-. ~ • ~ '_ ::.t-..._:.:••:�"-^-_..—�___ -.._ � .-_ .�._._ _....;��.. _ ,�,��' �-�' . ti•• � �: v -' .� \'�"•�• ACCESS ROAD dY r.•''�Q ' A. APPROXIMATE LIMITS • \ •'••••. •• E ,/ V :k - _ - - s..ra••- - - r _ •'• �,, x Yr OF TRUCK PARKING AREA \` - '�� `_ ' •' �' ----- 42------- --- --- --- - - --- --- --- -- "f .L .....�........• •••••••• ... r� x° ......... __.... C. �_ - �,...- - _ �..1..a_.a_�.._...._..,.f....a...w...S..- -. ... ...........: ir-.a._:..._..».�.....L_a... ' ♦ ._i-a �.♦, ♦ Y~ ..t.. 4,.. . �,<+x: / "' ...r'= -'_ �..}••NA..__. ...'• .t L7. 2..•,.: S ' xS�� � _...,,..-.-.. ... f-<okatL:..::. :-we�,::a..s�.a•�v�c,...,, �-?s�§:e.�..3., `�-e�a,�„y J �+ r. " �j}gff v _ cqa N \ E _ ... - k Yk._ x '• .%,-'' .r^.y'. - r9- +,.•r•• ..... ..- 5.... ................ ....._........ ......- .....-..,._,.............-..... ...................._._,_._53 Sx 1 """ ..........................-.W3.'.'~f ....i .^,... \\ r �^•.'�'_ x`;'v'�c....-' - ._......_.... ..-•.a.- -•!f" ,...-.G�: .. ................... ............... ... _...._..._.. _.,_-...__._..-........ ..._..-»........ ._.........-......... .~............. ................ .. ................ ........._,... ... .... ,✓:.iSE:.R- ',�,�\. \; :``�",..- M_ _-.. r _.. __)t`L-------------- P• .`� __'fx;�af\ .�.•.G'{•a:> ,iOs, 'j•`'-- -�:'------- -+`.`------- '- """'. _......_......-.. ''x ......... »... .r < _.._..._.._ `i%f -y F --,_.oW....r�_._---=&--------------`-�� 1: •.�',' 9.9 j �,. .,`_'"' •--�.. ._.. ._... ..,. r.... ...... i aV :lg ., ,.,• »i(: i•:: AdJ:iIf€:J'-A. — �1 R :i� \--S RED"" %i;.:;_. �;Lv l� 'C% n {� •----' - - CATCH SIN J '4'T ! ..=". _. _._ _._ ......._ -., TOP OF .HE EXISTING BLOCK ...-.T '-P {.'TWS,;I li! ,.,,....••-•-' �•,• t l-.. l✓?'I BA...FY :,,. \iii \. LV .•"�'..,.s•ma" ... :�.,,�;�:. -,.m ,i ``'.�••t/: .-t t e`Ci:VI ". .,1..\ LIGHT .. ..... -.. .._.. .- .,`:i - a�' � sus sSs �"-�' si• 4. >' -`ix. i+ 24 ADS N _.. 21,48 � � r€•" <,d .e�, r' j�-." ,,..,i `•..2 AD., w 2..: E 7tGt ItLT Pst'ING'"_""\ is -:'�1, } :Ql -"i>jxf, �� ;� fi ')+� ! •..-...._.. �,�, F.F� i i I f�S � ..�K�y*'I .. s"Y i.:.Ti.f''<�;v ✓ 19.69 r\ \+. . 1 y ADS S •-' W N 24. 22 34 :r. 1:.;?4 4 BASIN NL'.^ La.w , Sit CATCE, : H BA r4' :�_r<,." - - t 24" ADS c =j 20.86 12 ASS N ::: 19..�� ♦ I „.< ' i^.D� t 56 wwr"009-00094 N 403.52 VVID 7., Er :Y 8LvKS 'a ILA •jUK a �= 4. 47' 22n CE t<: RA.€I_RvI T iCA:K R= 4050.00, L= 338.55' NO. lkw"WL BY I APPR. r9LM DATE OR co O o a Q Z L.L. r^ cr W Q V/ z 0 0 � z o w L0 Q ui Q W O W Z Q Ucr- cr- N O r o� �DU�o 0 LL Z �L W Q N � Q Z�z ILU O U 1 I V) 0 U � Z_ j Z � o (n g� LLJ J Z LZ Q � N CN gz CD N 000 I`- Z �CD W W Q CNN Ln Ln Z 5z Ln Ln z- 00 Lj > 0V) PL P• of WASl Q c� _ Z w 90 23975 0 �Fss /0 A L 8 co EXPIRES 6-10-03 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SCHEMATIC PARKING AREA LAYOUT DESIGNED HPG DRAWN MDY DATE 1 /24/02 _ FILE NO. -- - CHECKED HPG SCALE FIELD BOOK PAGE_ APPROVED DIRECTOR OF PUBLIC WORKS SHEET_ OF Lo L0 O z m O W MU W EcF-oa-o� 3 I V) CL CL IEL to 0 . Z m z W fi L ,Y O I N z m x 5WLn1ff1L11N[0]WM PLANT LEGEND uanit Botoniccl Name Size SSpocin9 405 Thuja plicato 'Hogan' 4-5' 12'-0" o.c. + Hogan Cedar - J! EDGE OF PAVING ,�+ _ 8 Acer Platonoids 'Globosum' 1 3/4" 15'-0" a.c. -- �, Globe Norway Maple O l _, _! i � + - __�-�.. � � �• 53 Ribes sonkuineum 2 gal. 4'-0" a.c. r _ Imo. + ,+ �r�-..-a• TS.t��_�--�: _"- _ 'King Edward Vlfl' s- I'T� -- King Edward Red _ ,�- '- Flowering Current + - --_ _ ---- _� ��_ _----- ' "-/ �___ ~_------------- O 106 Abutus undeo 'Compacta' 5 gal. 4'-0' a.c. - - ____-- ------ Compact Strawberry Madrone Groundcover adjacent to all plant material Acrostaphvllos uva-ursa 1 gal. 3'-0"o.c. MATCH EX. HANDICAP _ RB - _�--- / Vancouver Jade' - DEMOLISH EX. HC RAMP Vanvouver Jade Kinnickinnick BEGIN CONC. AND CONSTRUCT NEW RAMP Note: All planting areas to be watered with irrigation system. CURB & GUTTER i- STREET TYPICAL SHRUB PLANTING ! (PER PLAT) NEW GATE LIGHT � MONSTER ROAD SW � 6' CONC. SCALE: 1n=20' -•• -�.. - •-- --..-..-..-..-..-..-..-..-..-..-..-..------ - ---..-..-..-..-.. -.. 30----2.03' S 18.53_48" E.._. _ _ .. SIDEWALK. - (A / /EDGE OF EXISTING ------- ? ' - ��- POWER /' APPRO . LIMITS OF /' PAVED ROAD : �� �� RAU-- _ VAULT I IE 8" DI S=57.08 /' CU ND CLEARINU (2) TEL---� \-�.� \ Y-70 / • .�� STREET MANHOLES \ / 01 / + LIGHT I U I POWER POLE IE 8" CONC. /' �� / �•- ,2�`'RA9 _ \\ ` GUY POLE W=57.65/• RIGHT-OF-WAY �/' • ` '�, _ I OI W/ TRANSFORMER �'• (PER PLAT) C POWER CONDUIT F- •EX. CB POWER POLE • a' ` _ \ �:� ,. Z • _ .. RIM=59. / • . _ f-- .` •' // W ._•._.. D N�/ �_' �.,� C,p 25' RAD' I _ A IE 8" I N=57.25 1g TEL"' �= �- AL MANE ROAD _ 8„ DI S=57.25 \������ e<.gR IE 8" CChC _�-_ - -__- �N-' i� -�-- '�� J� � �� � � I BEACON OF SLOPE / - �_.l_- }. . �`����, - _ .� MIT OF �NDSe`A�\mac THESIGN IS FOR +� •�•• ♦ �- ;� / /GRAN L .\.\• ������, BURIED FIBER ' •u �' 24' 48 E =i =%� / / / MOUND 1 OPTIC CABLE 240.03 • - _. TELEPHONE / I .�` .. _ •� J-BOX "„ i'' i_ - �' ' ` 5 WIDt-ASRR41T ' POWER OLE • _ - • _ -! G - I C(ESS DRIVE -�� % � �\\ olrcH -yl• �p� \ s = _----= - ---- _fir- LIMIT OF L¢A DSCAPING ---- ! - ��\�_--`_ ---' \ \ ��O' RAD. �. LIMITS OF �-5p:------------- /� CONSTRUCTION APPROX. MITS OF o mom CUT AN XICLEARING �'--'---'"r- - / ( /�\ `� _---�\ \moo\ a RENTON CITY LIMrTSiz - - J �__----------------------i---------------------�-_---- ------------------- \\\\46 A-- ------ ------�\----------!---�--r---`---------------------------------------- EX. ASPHALT X 24" ARE Q CB TYPE 2 RIM=39.-----PAVING I IE 24" SW=24.98 \ \ \ IE 24" NE=24.98 \ z '�� /• • / /T��: J I i o �� TEMPORARY SEDI ENT CRA� C \ \�. RFLOW W REMOVE EXISTING F NCE `/ ' / - C r • _ /� / o ; o ' c ` �i / i -- -� -----�--------------44--------------�1��� r-�-�- -- �- -�---- - _---------------------- ------ \ 25' WIDE GRAVEL d { < Z i�j�/ i i a _�-__-___ 50 --- _---r�� '_ -_-- _-- _-- ---1 �;� �� --__� \ ACCESS ROAD II - �• - -- - __-'-- _--- -`_�-_ ------------- 4 /,--- -_--`----------- - \ INSTALL TEMPORARY CB 25' RAD. N - PROTECTION DURING \ i a z w z Q .J CL a z 1= z Q Q- 1 Ia IU Iz to to 1 ` LIMIT OF i CONSTRUCTION / LANDS ING / M�RARY ' DITCH 25' WIDE GRAVEL / • � � ' EMERGENCY VEH LE ACCESS i /� EX. G L " I / /, i__-------------------------------- / SILT FENCE - - i 0 • 25 RAD. - --f-- ---- i - - -- ._ EX. GRAVE- ------- -------------------- - - / ,�� - ------ 42------------------------------------------- --- /- -- r L E POND HYDROSEED WET P / �, Ex. GRAVEL 4�. -•--. --. ,� .- 3' WIDE CONC 41.2t T W ' NW GATE / �41.3tTW r WITH EROSION CONTROL MIX / jA 41.1f T W / ECOLOGY BLOCKS \'�:, 25' RAD; �i / f----------- =_ - _ - - %__ST0I _ iE* L 04 / r- SPILL'1Ji3X "` -- /- ------ E C 0 L 0 G r' B 0 I< W T -------38.2_ --,�$M IN T ALL �,� � _'J-.� _ _.--__.=-='-- _.-•- -_ -'-_=�-r.- _---_ / -- _._-41.2f�f -STORM--tNtf�--� - ---STREET , 40- - - P EF< ' f�AD , • r r. �---- _------3 - �+--- -- -- -- - - - - - ---------- i LIGHT 3 0 20 40 80 �4" ADS - - _-- --- ----------- - -- /-, r W WC,VVERYPOLL WRE /• _ _' ___� _--;- �EE1�02�IT'� I}CIE\ 19.91 _ ----------________------- _-tX_ STO M-DRAIN ADD AN ADDITIONAL LAYER OF 20-�EEL��� I _�, / STREET -------------=--- -- - - ----- 3 x3 x6 CONCRETE BLOCKS TO THE" __ - O - - �,_ CATCH BASIN i STREET _______________________________ _TOP OF THE EXISTING BLOCK WALL \I,�T?JCdD .� �' LIGHT -`i- RIM = 32.12 LIGHT ---------____----- --- / • ' ;/% _ " l 24" ADS H = 21.48--------- __--- ---= LIMITS OF r • r- s {i1/" ?4.. AD , 24" S S = CONSTRUCTION �"� Z to O Q Z O= co cc Q 0 CO Z ZO M o � LO O Q U O Q Q o W C� F- J LL jr U Z WLO �T 0 0 �rn to c O U N Z UN av W Q Z o 0 U U F- W U 4-J U ra m - to ; , IE=19.7} ` PAVEL r r _I 12" ADS E = 26.14 EX. ASPHALT PAVING I 1 i i _ 4- It ` - B TYPE 2 RIM=31.13� i _ - / t X� i �I i m i i ' �_ - \ CATCH BASIN IE `'4" NE=25 25 Q GATE - / ✓� 3"`\ ��- =k,. \ RIM 3'2.12 L i �.= IE 24" N=25.25 w 1; ,r ! .�• ,_..TCH BASIN f { 24" ADS E - 20.86 RIM = 24., 4� \ 24.' ADS S 19.96 _ ctS \ / '�i i i4 Y � 12 ADS W = 19.18 �_� STATE OF ^' / • yr� 1 ', t'; 1 • • �� WASHINGTON W i , \\ ` 1 ADS N = 19.32 \ - , • � • • _.- REGISTERED N`J / r _r` \ ✓ 3' WIDE CONC - ` is + � ANDSCAPE ARCHITECT STORM MANHCLE \ ; `%� �', ECOLOGY BLOCS / CONTROL STRUCTURE ? % ; i i j % �/ I \\ 12' ADS • _ • / OIL SEPARATOR _ \ (/ �,;% / ; IE=19.10 - • 09' 56„ W % O Ac�b / P,IM = 25.48 i i 1 ` i C'r--�� �� �' N 2g• HEIDI M. KLUDT (!� �'� / 24" ADS S CERTIFICATE # 274 / TOP 24' OF= 22.79 24" ADS ; \` ) '' - - / LLJ 24" ADS NW= 20.01 IE=19.94 \ J/ /� 1� - 3' WIDE CONC _ ___._ -- L,M�Ts CITY OF RENTON ECOLOGY BLOCKS - . • REtrTON CITY DEPARTMENT OF PUBLIC WORK CATCH BASIN WETLANDS RIM = 24.29 12" ADS S = 19.69 `--- �\\.�'�,/ �ry� ` I _ .. • _ •--- `'Q" ADS N = 19.69 --,- y��/ / � . � • I _- - -- - � CENTERLINE !4" nDS ra - Wo 09 ' ••'� R- 4050 00 PLANTING PLAN (D (M� W � N Q Cl) T (D CO x m IL 4.0 N (D in o 0 •o c IN N_ c o t �a O N N . .. _ • " c '-,•x \. RAILROAD - .�..�..�••-..�..�••-••� TRACK L= 338.55' _ 2 ••34" -10 14„A9S DES�NED H.K. DATE 01/02/02 FLFNO. L1.dwg 4; N 24 2 E 1.8 567.2 DRAWN SkyTech O gfCKED H.K SALE Varies FELD 8= PAGE Z NO. FEVISION BY APPR DATE APPROVED o!REcroa of aveuc warms wIf, w I C0 YL by 4 n� Z O IRRIGATION PLAN . -.. --. --. -.. -.. --.-.. -.. -.. -.. ...... .. •• .. •• _.. .. _ •. -.. ��.. �r ...� ••'• '• D �' /..'• 2 �- i � �•• 1. i r 240.03' S 24D 48 09 E .-r-- „ u „u M 50----------- r r r IRRIGATION - AREA 'B' n % 0 10 20 40 IS 790 14 50 E 314.87-_--------- --- --- — — — — --- -� ._.._..—.._.._.._.._.._.._.._ — — — X '\ V z \ ; 0 ------------ \� IRRIGATION AREA A SCALE: 1"=20' \_ ;'� �! rrEwovE E,R571NC �/• i DO .l HYMMED wEr Poow rp 1` r, � CWTRDL 4U( . �c NEW GATE OWN mom mom E• . / j� LIMIT OF bkgDSCJVMC T� . � • . 2,yp,,�'.. �=� ♦e'er �/ �'//� 1 \' low Now mom ♦ C�1 logo was logo mow now mom ♦ — -- — UNZF cU — W / ♦ // r ♦,,- R KEY PLAN !' ♦ ^ SCALE: 1"=100' Z+ -ffat'z4'N -ra ............... — EQUIPMENT LEG EN Q s - -w 10111 M I • .,r , . O M —0 1.7 Phu � r 1� SEE POINT OF CONNECTION « ; s DETAIL BELOW SCALE: 1'=20' Existing Gravel Drive ,\,, LIGHT Add New Section Of Main Line --..—..—..—..— \ 6' CONC. / SICEWALK -- r` — POWER Existing Main Line STREET Existing 2" Water Meter, _ LIGHT DCVA & Master Control Valve • � �-�! `�— I 2-5'-RA9 /�� � Controller Located Inside Transfer Station. 1 i / MOUND ` � I CESS DRIVE AIL %% -+Existing Control Valves Cut &Cap Existing (Main Line and Control Wiring, Prior To 0' RAU. (Removing This Valve. --- -- _ \. POINT OF CONNECTION SCALE: 1"=40' �IROJECT NOTES= 1. Irrigation engineering based on a existing 2" meter, DCVA, & Master Valve with 60.0 lbs. static water pressure. Verify prior to installation. 2. All equipment shall be installed per state and local codes, with the installer responsible for all related permits. 3. Underground utilities will be located prior to any site excavation. 4. 18" cover shall be provided for the main line & electrical wiring, 12" for all lateral piping. 5. All sprinkler heads shall be adjusted to maximize coverage and minimize overspray on walkways and buildings. 6. All sprinkler heads will installed using a flexible style swing joint with rock free backfill material. 7• The installer to maintain L accurate installation records for the exact As -Built Drawing of the installed system. 8. All trenches to be backfilled with rock free materials and compacted. 9. Existing controller is located inside Transfer Station. Installer to use Common & two spare signal wires within the master valve box. Splice wires only within valve boxes using 3UDBY water tits connectors. 10. Note: installer to cut & cap main line & wiring to existing control valve on West side of existing gravel driveway prior to excavation. • Royal, A. Wales Inigation Consultant P. Box 64271 University Place, WA 98464 253-460-7672 et (;1 STATE OF N o WASHINGTON • REGISTERED Date. I.I. NDSCAPE ARCHITECT § Z Cn 0 C Q CC cr 0 Z CO Z O Z 0 Z O L0 a: O Q U 0 Q 0 Q W o W Z 0 Q cc Cr Z WN O 0 �� 0 LL Z Q �O t Qv � W Q Z CL OU 0 CO U Cr I` v o N U Q M �T 0 L ILL CD U) d rn I � � S � � a L4--a r c a �L 4� o o N � HEIDI M. KLUDT CERTIFICATE # 274 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS IRRIGATION PLAN DESK]PED H.K. DATE 01 /02/02 RE No, L1.dwg DRAWN SkyTech CHECKED H . K SCALE Varies FELD BOOK PAGE_ NO. REVISK)N Ely APPR. DATE DIRECTOR OF PUBUC WORKS a= Da-0/3 35s5