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11-105157
t _ _ . - , . -.�-- - - .�, `i } " t t F t' PARKING L0� LANDSCAPING RE U �` - - IREDENT.: J I �a �xA;�` iF REQUIRED: (22 SF/SPACE) X (87 SPACES) = 1 914 SF LS V E R T LC A L D AT V M' N V D '-'" t! W N R ,t 11t = t= PROVIDED: 2,378 SF LS (> 1,914 SF LS) BM NO. 2168-5-1, CITY OF FEDERAL WAY RAM SET WASHER WESTERN WASHINGTON CORPORATION OF SDA " { � � I x, ;llz:; a. Y 6 '"`.4 ' ON EAST EDGE OF TELEPHONE PAD AT NORTHWEST CORNER 3450 S. 344TH WAY; STE 200 a � , _ IN., rr �,� sF�3UkIi M P E RV I 0 U S SURFACE AREA. OF SOUTH 336th AND PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98001 }'(li�;FIII .'s; `7 i I '. �� ELEV.=346.811 FEET. (253) 681-6008 if ,jT';,� .` J1...'.;::Y . EXG: 7,213 SF I`ra � .�.1 ,y =t,.1 �, sand 8t i PROPOSED: 37,650 SF ,>t.A k �,� { fI I},, F, ,� ENGINEER ,,. � >$ �,,1 i ,, {,, st ,>y t i Ik i # t CB R9 - TYPE 1 1E=384.17 . r ,, , t t ; , :„ I - END PAVING IMPROVEMENTS {L' t� � t fa „ ,jA , I� ti = I - ,� is 1, H{.. t.d lW.iP,1 W/STANDARD GRATE 34LF 12 s DIP o RUPERT ENGINEERING, INC. I '� ` ` f 4 ''"` ` 33f o STA: 20+35.54, I L 46 R „ i t � � ,� , �+ , ,: I STA:19+74.64, 17.11 (L) @ 3.97% ; + DAVE DORMIER Sy a 383.21 Y'1, , i ? �I . ^i a l l i°=° #ii rxi '� t, ,_ _,' . _ RIM=385.93 I 1519 WEST VALLEY HWY. N. SUITE 101 fir:; f F ,, ;:t ys, a, IE=382.69(N) 382.72(S) 19LF 12 DIP @ 4.95X AUBURN, WA. 98001 '''r ,}` ; ' su ±, j za s �_ } , }s . VEL ` DRI VE I 6 253 833-7776 F .'I I II ' s i;={ ;'i , }• �.. ;�: Q } t i' I t•. I N k' •t� � 3 ' ' t a 9Ja.-w s EXG ASPHALT RAMP PER ADA a r „F rtR,*r r REQUIREMENTS RIM 385.93 RI 385.49 CB FR10 -TYPE 1 k, TI r, y , , :;' , I >d,rEr ' p i R a i ` ut i i 3f f t S t �a, I ':" ( ) /STANDARD GRATE z z S EET INDEX>jiZ I. {,,s� t , .Li I ----------------------------------- - - SLOPE 1:12 MAX _-c� �N ! l Ff > --- ---- - _ - - - - _ STA:19+74.97 17.12 (R) , ; S "l r ai y 7( .. .. .. _ z:•ii9 d f ; f xai 5ct t i. E „� I _ Rllsd 3H5 49- BAS AP I - - - - - - -�- - C2 TESC PLAN 3 a IE=382:27 N 382.04 S � i a� s,,,I ' " ` '' ;s s3>, n () _ () C3 -GRADING & bRAINAGE PLAN vi 'i.. tr t..' i.= �, ��'`�r�j6; � � i � j it I I I 385.57 - � 30' WIDE PROPOSED 2 LANE _ C4 -SECTIONS &DETAILS . i'j� ;dig �` '` I,:T lI � �` ,t, , , . C5 - xc':.8_' i........ _ :::.. STANDARD DETAILS ' + d : , :'.' COMMERgAL DRIVEWAY PER qTY F1 � ,,}tI Y , rEI I F .:. s zI k=Iirg ; fit . ER:•. Tt . ( � .._ .... STD. DETAIL 3 6A SHEET FR7�i �' q s b . I I I •' li :. ':`C": •r. ( z 1A j 3at set ! �dr;a ;yt..'.�.�'([Y �;.�r4-tC.. O r ,• Fi t, t p. �s All , < I:. ............... d Zi':. .t: f1�� . f ... '. ..L t,. I _ I. _- 1. V i __ f:Y k' :.�:, s J.Y •'.11 I •'• •• . ., Yi: .�� .... .. .A i ...........::::....... - �t. . r.`:::::: r: , r dr Y`` jj��r���� . 17 'rr r: .I. 4. .. ..... .........� ..j /.....................'�'1t-/r� ....t ....r... /. n .. t......t....• c EXISTING "' ' jj((,,j•ff F/ I::: .E...... i n , .1f• I �7 k . •4 ?. P I I •� N G :s :j n E N E RA T ES I ' �. SHED d .- a :t ................. 06 84: .; L_ ...'.. d Rl6't .::::::::.:.:::.::::::.::::::. 1. < ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THL FEDERA� WAY CITY ,.: ,,,, • �.-I :,,A; CODE (FWCC); APPLICABLE ORbINANCES, AND I�IE CITY'COUNCIL� CONDIfiONS '`z;. a I 4 a 12 COP1C PIPE 1:. .: .....:.....:..... ti� OF PROJECT APPROVAL. THESE DOCUMENTS ARE`SUPPLEMEN H 9� .. ; ' .. 1E=382.50 /, :' , ... ' : TEDBYTE T I �� /: is ...:....:.:...::::;::: -. y ..../.......... STANDARD SPECIFICATIONS FOR ROAb ' I ::c:,..::.'::':•:':•• �; ,BRIDGE, AND MUNICIPAL CONSTRUCTION . . t ':. -� �X 30. •V�t :q .14iIE .. I .•,, ��:'. v �F� ( T/APWA), TITE KING COUNTY ROAD STANUI�RDS (KCBs), AND THE KING ; I I > . �: i 1' : I / ' ..: .CIf MEftgR;:� �>fAY - - :_ _.-. �;.. 4 :: �, o COUNTY SURFACE WAT> R UESIGN tiiANUAL (KCSVVUM /.::. FER.:q •. �. ;� -. �.., .�•. r, J �� ). IT SHALL UE THE S01_E I I I o 1 ................ TY ' L'3�6 1 E .. l i " ,,,:•.,.;::,L' RE NSIBIUTY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO c� �' ' ' .. - - - - --� .; - - --- "ITT FRS ' .,z;.'� ' ';,, i�,� ;•�� • > , % R, SSION, OR VARIA110N FROM THE ABOVE I r-- --- _r . _ e sPc I Z. j :I - , �::::;:. ? is ( �� iI ;'.+ ,•',. :.;,:` ,.;.y;i w EOQUIREMErN S FOUND N ITHESE PLA"i5. ALL CORRECTIONS SHALL B T NO I I I c,•� .. I % I a. t .'. ' _ I d i:' +; r :e.. I.. R E A I ; j / I [ / :::: ` + I _; ' � z ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY, " . I ° .. ,� I n w 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING j / I I . 1:. I I I I �:.::;;; ... �' a i TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY /• ' . • / (':: . 1 I HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN / j - - - - _ - - _I ( /: :; :. ; :;: ...:::.:. a . ; 12" CONC PIPE REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED / ( / 384. : b s- . V' I THE CI FEDERAL WA 0 1E 382.06 I I / EXISTING CONSTRUCTION ICALLY APPROVED BY TY C` Y, PRIOR T ..,. / I // ::::/ i���a� r. 189LF 12 DIP [ I c, �` .. .. , r' : I: I ® 1.68q EXL. /' ;; ..' -'/ I HOUSE [ . ` .�/ I -0 -:'. 1 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT j.. / I ::...... I 1 HO CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (LE. DOMESTIC i a .NEW PAVING WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC. / I . �!::;'. / I ..1 I::: 189LF 12" DIP j.. ; • / I I �:' . I.I. I ®1.s8q -.- _, .. ' 0 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION (_` :;; : t: ; .::.....:.. ;:::'::::::: ::.::. ...;p£...'...' . .. .'. •' pg a MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE / I :......:::::::::;: :':::::;:::'::':;; ::': ::;::::;::::::::: I -186LF 12 .DIP i I .. , I :..:.•. I.. a APPLICANT, AND THE APPLICANTS CONSTRUCTION R [ [::::::::::::::'::'::::::::::::':::':;':::'::':::::.....::::: ®1.44% EPRESENTATIVE. / . I: I i d l::':::::::::::::::.:::.:.::::':::::.:::.::::.::.:::::::::::':.::::.::::::.:. . . I::: . %. ' .. N : ::::::::::.:::':::':::::::::. c ....... [ .:: A COPY OF TH "'/ L , �, .. I... ::' I _ 5. ESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER I /'• ' : - - - - - - - - _ _ _- - - - - L ' :.:. z•: I CB#FR8 TYPE 1 J CONSTRUCTION IS IN PROGRESS. 1.. w ..............:'::.::::::::::::::::::::::::::::::::::.:..::.......:::::::::':.::. , . :::::::::.::::.:::::::::::::.:.::. ::::'::::::':::::.:::::: a .... I -::I: Z i W STANDARD GRATE ..,.:..: / .. I .. , ... A:14 ST + 7 5 .61 53. 2 / 8 L CONS . � I�.. 6. TRU ... O � � CTION N 01 SE SHAL I I L BE L MI TED A SP ER ..................................................................... - :.:I I ! I .:: ::: FWCC (SECTION 22-1006 ; /; / - �:•::: ::::::::;:?;;::;::::::::::::::: - ,. STA14+57.61, 53.28 (L) NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY HROUGH SA . i ����:::' '�\ RIM=38271 / ...,�... I.. �.: . I I / •. ; • / .. . . . � ` I .:' :;•:•.. IE=379.54(N) 379.59(SW) 7. IT SHALL BE THE APPLICANT'S CONTRACTOR'S RFSPON ....... ° [ / S B LITY TO OBTAIN ALL I I j i j ::::::::: ::::::.� :::I: CONSTRUCTION EASEMENTS NECESSARY BEFORE :NiilAT1NG OFF -SITE WORK I I WITHIN THE ROAD RIGHTS OF WAY. j. I: I I...II.' I / i ..... I .. °: 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON I � /� .• • � • ' .' I ' � � � CB R11 -TYPE 1 - 20 - ----1 L.• I THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED I I I /.. ; / IF 1 :. • .. .......I..,.. W/STANDARD GRATE /� SET OF PLANS THAT MEET ALL CITY REQUIRE€J.t1TS AND THE REQUIREMENTS I J- I � /',. / I I . a , STA:14+92.12, 57.12 (L). / OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT /•• j S . ' • • ' ' . STA:17+89.48, 17.37' (R) CB#FR12 - TYPE Y LEAST THREE DAYS PRIOR TO CONS CTION. j a I .. I • . 38.3.00 RIM=382.62 W VANED GRA / ' / I " ... I IE=379.37(N) 379.38(SE) STA:15+28.0, 2L28' (L) 9. VERTICAL DATUM SHALL B AS OR NGVD-29. I I I 1 382.44 .....::':': I RIM=380 6� XISTING TO RE AIN I • ' , - O a 51LF 12" ADS - „ i / .... . I IE=3�7.36, 12 (NW,E) 10. GROUNDtilAT M CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR F 382.01 3A2-73 == N-12 @ 3.96� / APP DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY � I.' ` * • ' �'r" n .. / UN. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN / - - _ ACCORDANCE WITH THE WSDOT APWA STANDARD SPECIFICATIONS. GP UGP - !P -- �P-----UGP- - - - _ _ _ I : : : : :: [ - --- - - -- 12+71.97, 17.13 (Lj - � - -- - - - - � � - � : _ � - � ��- - GP U H' � 230LF 12 ADS _, [ r--381:96-�a---,�-, �r - - .. -� N-12 @ 1 � I , �I I I a EXG AID V'A@ d �� d :. :. a a° 11. A _.. -. - [ /..380.48 - 1 d a :::::::: 2 ° - LL UTiL TY TRENCHES IN THE RIGHT OF WAY SHALL BE BA :..::..'.... I........ ^+ -� -� =- -=- a a d� }..: - - ::7✓ I :... �+ CKFILLED WI TI i 5/8 �.._....... [ I j n d S �- I �, _S VralyF S Ivif�G d ,1.50LF 12 ADS_. n i {...:.. 51LF. 12":ADS.::....:`..:.` _ -' - .....•.• .."` p.. -7� - -I-- I . I a a �- - . / ::N, : 2: 0 3:20%:..-.-.:'• ::':. • .. H CRUSHED ROCK. .•. ...- B-- -j -- - 6 S . •. a -� - - - - - 1 c' ---.. _ _ z_ ._ ___ _- _- n.... �2-0=•.:... - - 12. ALL UT1LITf TRENCHES SHALL BE BACKFILLEO AND COMPA . ....... ty. _ B ....... CTED TO 95� - . ........-. - ..- .. ... .......... __W.. -. -..-- .. ENSIT D Y. -._. .............: ... - . �, .. Vd ........ - 380,19 -- - T r VI -I ��rkf�5�/ � . r" .R,� , " AF }}} i T ^w_Ri }i•Ifii•fMiA At." i.�1 .x ,* J . t hi�l t " � .€ TY MAP NOR TM LEGE ND DESCRIPTION SIGNAL NEW EXISTING STORM SEWER 0 EX. 12" STORM SANITARY SEWER S EX. 8" SEWER WATER W EX. 2" WATER AC PAVING CONCRETE PAVING • ;w : GRAVEL :,'` `•:. •' LANDSCAPING SPOT ELEVATIONS / xx.xx CONTOURS - 50 50 STORM MANHOLE STORM CATCHB;SIN ■ p SANITARY SEWE R MANHOLE ® ss WATER VALVE �� � FIRE HYDRANT Ar ,Q TELEPHONE MANHOLE � POWER VAULT pH STREET LIGHT " ¢_- UTILITY POLE -*- ._p_ FOUND CASE MON -q- GAS METER GUY WIRE ANCHOR F--- TELEPHONE JUNCTION BOX [T] ROOF DRAIN O RD POWER POLE W/TRANSFORMER [� POLE ....... ... ....... .. .., ... .. ........... ....... .... •. 382:27 ...'.'... . .. ... ...... .. ... . . .. .. ... .. .. ......... ......... � .. ..... ...... .. • ::.W-�...... ..._W� CATCHBASIN WITH TESC INSE , �................................................................................... _ ........... ND MPACTED .... T 5 _.... - ...................... ' .•....' ............. ALL ROAUW Y SUB RA 12+00 ..... , , _ . . i..... BE BA KFl C LLED A CO C9 ................ 4 ..... ... .....'.'.'..........:.... . DENSITY c..... - - �..... ::'.... 1.,t00. .. N ACCORDANCE YJITH VVSDOT 2-06.3. I 82.32 ................. I........4.......................... .............. .. ........5$ .. .......... 4 c, WATER METER --.-...--T____ . _.. - - . x, ., - _ - - - -. - - . p �8913 09 E .u.. -- L I ........... . 236 ...................4.. ...... .... __... - .. ... - ....,, .. .. ..... ..... ................................................................................. --1 .. : -. .... .� :; ::: 380. 380.5 ... _... _. ... - - - _ -- �. -.. .. '1:3- . -c s,.,,, ) 379.75 .:'...... 6+( 14. OPEN CUTTING OF EXI j .................38t..4s............................................................. . ,_. _ . _ . -.._ . NG ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY 382.56 c.,..,", _ ....1�' �$' ...... --•.._ ...... 381.28 ... - STI I ............ ............................ 2.I2 ........... (,,,,, -.._ .� . .............................................................................................. I . , ... I .... I .............. ........................382.8 :::::::::::': :. ::. :.:............... - = - - - w'-' .. ...�:.. - APPROVED BY THE PUB 3$. 7 L C WORKS DIRECTOR AND NOTED ON THESE - ..._........................................................................................................................... .....---.. _ .. ----. ,4... __ .+ . ;.......•.-. ..............--F. .....GAS.........._. -...............................................................................................................................:.............................................. _..............�........ ''w.-.......................... GAS..... - .-... _ .........I ......................... GAS - .... APPROVED PLANS. ANY OPEN CUT SHA .. GAS -.._._. __...................................... ...... ... :...... LL BE RESTORED IN ACCORDANCE I G - - ...:'-- :: ' .........'... I ......'..'.. .. .. . A .... ........ ......... ...... ...... G S-.�..�.. 13- A ....................... .. m ........ WITH KCR 11 S 8.03 B 3. - .... .t ............. . - C ) _� - ....... .................... ..0.......... :-::.: 3 6th - --- _---- --- - - -- - .... t..... e............ - -- _ .. : _..... - . ........... ........ 15. TH BLC ......_.... ..... ........... ....--- ---... _ ..... ............ E CON 37 .59 380.0 380.74 .................... _ ..... _............................................... _ . ............ ... ........ .... - - - - - - - ........... �......•.•.-.:-::.�.�::...'..•.•.•...�... TRACTOR S .. ...................:......................... : . "..... .... HALL BE RESPON IBLE FOR PROVIDING ADEQUATE E- ,,, ................ .:............ .. ..... , _ .... i.. o..(TYP .......--............ .... .. I.......... .. ..... h,,��:............... :................:...................... . ............................................................... 1. .... .......... _ . SAFEGUARDS SAF - ... �, .......... .............. - _ ................ ................ DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY .. �a ETY . d . a ......... a ........... ........................, .5:, ;....................... - .................. ... OTHE d a - . �,. .:...................................................I,r ; -a........................ T...........,..................................... ::............1...:..:: • .::::...........:. --- - R NEEDED AL;IIONS TO PROTECT LI�-E, HEALTH, AND SAFETY OF THE aa r fJ.....................................:............... - - CL . - d < . _ �.......................... ....I...:... I . 380.26 - PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WI -- I TH THE PERFORMANCE T.--= �,_. ;,,_,_,,�.,. ,,,,, „Y - --- �, 'I .':':':,: . OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED `" _"�." TELEPHONE MANHOLE _ ... D L2, - . - _ - :_::_: I ::.:..0 I I - 386.84 d a a a . . RIGHT OF WAY THAT MAY INTERRUPT. NORMAL TRAFFIC FLOW SHALL REQUIRE DOC �_ AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL -- - - . ` �. a . d e-- I--s9 U ci - _ SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC DI EX. SSMH 9 - 65LF 12 ADS- STA:11+70.79 1.44' (R) CB#20 - TYPE 1 N-12 @ 0.49% - --d - - ��� CONTROL, SHALL APPLY. DS RIM=380.11 W VANED GRATE i..- CB#FR7 - TYPE 1 I I SO '46'23"W 42.00' 16. CONTRACTOR SHALL PROVIDE AND I DEW IE=370.03 (12" PVC) W STA:12+58.66 17.15' (R) a ` CB FR6 - T ' F 1 CB 20.1 - TYPE 1 4 _ -...... ..... NSTALL ALL REGULATORY AND WARNING # W STANDARD GRATE ... • ...%. EL IE=370.13 (8" PVC) NE W/STANDAR' SATE W VANED GRATE UGP ::::u�t� .: '_ 6P..'.':--- u Il3NCN FOR ELEC ICA SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL STA:17+50.36, 53.19 (L) -- .. CONDUIT PER TRENCH DEVICES. ESM STA:12+71 i 7.13' (L) STA:13+22.29 29.06' (R) RIM=382.27 da - f . �. 2 DETAIL EXG RIM=381.8� IE=377.91 (W) 377.96 (NE) `' I 9 FL=381.02 " 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT FD 92 LF 21 X15 ARCHED CMP CULVERT FOR IE=376.97, 12" (W,E) Ln WEARING COURSE. ADC a `' ..... I • • • .. • 381.2 �-CRITTER CROSSING BASE MAP 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND FH SCALE: 1 =20 NORTH EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS FL RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE HC LEGAL D E S C R I P T I O N REFERENCE P N 0 N E NUMBERS . PARKING .REQiIIRE�9ENT� ,' , WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX IE FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL LF TRACT 20, STATE PLAT IN SEC110N iG, TOWNSHIP 21 NORTH, ONE CALL UTILITY LOCATOR: 1-800-424-5555 5dA, CHURCH: (ZOOM AaEA iBG CODE 11E AVERAGE tEQUIRED RE SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LS i PEAK PERIOD,F: PCAK PARKIN,` LICENSED IN THE STATE OF WASHINGTON. RAIJGE 4 EAST, W.M. IN KING COUNTY, WASI IINGTON, ACCORDING TO CITY OF FEDERAL WAY PUBLIC WORKS DEPARTh1E T ROOM NAME , , sf : `,. dCCUPArdCY LOAD 1HE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS, PAGE 30, - - RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 200 FEET THEREOF; EXCEPT THAT PORTION OF PROPERTY THAT CONVEYED TO CITY OF FEDERAL WAY, WASHINGTON MUNICIPAL CORPORATION BY DEED RECORDED UNDER RECORDING NO. 20061027000410. SURVEYOR-R.O.W BUILDING DETAILS: CES NW INC, 5308 12th ST. E. SUITE B FIFE, WA 98424 CONSTRUCTION TYPE: V-B AUTOMATIC FIRE SPRINKLERS OCCUPANCY: PRECONSTRUCTION/INSPECT10i1 140TIFICATiON: (253) 661-4131 EARTH WORK QUANTIITIES: CUT: 600 CY FILL: 600 CY � NUMBERS ARE ESTIMATED AND SHOULD NOT BE USED FOR BID OR ACTUAL WORK QUANTITY. AS -BUILT CERTIFICATION: I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME LS¢ DATE 0 (� I l�J Q <Y o m � �%V F_ Q d z _j > (_ U N OC-J o rn 9D (� Q W W ) t`1n cn N f1 n f1 �., '.•' Z_ _ x ( J U z a U- Z �u� W 3 f, c� - n� Z ,,, O r- O J - .3- .< � �3n z � E� 0 J to Q z = `1 (-) z c� _< � CY = � U '< z V) -< ZD V) C) � � = -< w P to 0 I i- w w V) CV ® '.a.. hl o ED AB B RE VIA TIO NS V T - BUILDING CORNER MH -MANHOLE - COMPACT MJ -MECHANICAL JOINT m - CATCH BASIN OH -OVERHEAD z � - CLASS PL -PROPERTY LINE o o a � - CLEAN OUT R -RADIUS w u - STORM DRAIN RW -RIGHT-OF-WAY � .CD -DOUBLE DETECTOR SS -SANITARY SEWER CHECK VALVE SQ FT - SQUARE FEET - DUCTILE IRON S/W -SIDEWALK - DOWNSPOUT TC -TOP OF CURB - DRIVEWAY TP -TEST PIT - ELEVATION UNO -UNLESS NOTED -EASEMENT OTHERWISE - EXISTING S -SOUTH 0 - FOUNDATION DRAIN - FIRE DEPT. CONNECTION E - EAST - FINISH FLOOR - FIRE HYDRANT N -NORTH - FLANGE JO -NORTHWEST � 0 E• Q O,R OF WAsh� �i<, 1 NT - HANDICAP SW - SOUTHWEST j o '`�' yc _p - INVERT ELEVATION NE -NORTHEAST Z - LINEAR FEET � � �(I' �i`,E D - LANDSCAPING 317 41 O F�7 JUL � � ZQ12 STE.�ti ��, S/ONp L E�� UTILITY CONFLICT NOTE: . CIDS DATE 5/15/11 PERMIT N 0. 05-101825 - CO PERMIT N 0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, - DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON DRAWN MC CITY O F FEDERAL WAY THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL. AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS CHECKED AS -BUILT SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN DED POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. JOB No' 11032 Approved By. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD SHEET NO. OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO DATE DATE RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C 1 >- _J a w 0 W LL_ L '\\,il0l1ACE\D(Ilfi\2011\11032�\ClVL\Cl.dvi� I I Drafter Hanle: K, TERRELL � Plc! Bute: JUL 13 2012 07:8:33 1 Last Modified Data; JUL 13 2012 07:24120 1 Submiltd: PERMIT SET . . (� \ / (� Q :.. _ INSTALL 20' WIDE V E R T I C, A L D A U M. N V Y L1 :• RESIDENTIAL DRIVEWAY PER EROSION AND SEbIMENT CONTROL NOTES ° Q I AS -BUILT CERTIFICATION I ° CITY STD. DETAIL 3-5 HEREBY DECLARE THAT THE HORIZONTAL AND i -� . ! c-o VERTICAL LOCATIONS OF THE STORM DRAINAGE BM NO. 2168-5-1, CITY OF FED RAIL WAY RAM SET WASHER SHEET FR8 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT p i I I I: EX. AND ROAD SYSTEM STIOWN HEREON 15 THE ON EAST EDGE OF TELEPHONE P D AT NORTHWEST CORNER ROAD OR DRAINAGE DESIGN LE. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES OF SOUTH 336th AND PACIFIC H! HWAY SOUTH I HY ( , UTILITIES, ETC.). U. A FIELD SURVEY PERFORME4 BY ME _, I 12" coNr, PrPE � � OR UNDER MY DIRECTION. ELEV.-,,45.811 FEET. .- f IE=384.31 � lY 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF V0 I-- 3E 384.04 I II I THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. � V V CONC PI ` I UTILITY POLE WITH UNDERGROUND CONDUIT 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO 13 O NAME LSD DATE I CB FR9 - TYPE 1 IE=J84.17 _ II II .I CONSTRUCTION. DURING THE CONSTRUC110N PERIOD NO DISTURBANC YO Z END PAVING IMPROVEMENTS E BE ND THE FLAGGED CLEARING LIMITS SHALL BE Q W/STANDARD GRATE 34LF 12"` DIP n� . PERMITTED. � THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT CONTRACTOR FOR THE DURATION OF CONSTRUCTION. V o °' STA: 20+35.54, 12.46 (R) / STA:19+74.64, 17.11 (L) 3.97% ! N I II I IE 383.21 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CL n� J I FARING AND GRADING V RIM=385.93 I ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE 14 . IE=382.69(N) 382.72(S) VEL ! DRIV III II ..I 19LF 12" DIP ®4.95% SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.. U ! E I I o o n EXG ASPHALT RAMP PER ADA I) `N 5. THE ESC FACILITIES' SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING C� �, - II A 385.49 CB R10 -TYPE 1 _ THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED I.E: ADDITIONAL SUMPS RELOCATION OF DITCHES t' I _ - - - REQUIREMENTS j RI1/, 385.93 . ---' F -F` - - - -F- -- - -F- - - - - (SLOPE 1:12 MAX) .. /STANDARD GRATE = (D AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. ( W "' STA:19+74.97 17.12 R z -t F-------- - I / F ---- z I O 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPL CANT CONTRACTOR AND MAINTAINED AS NECESSARY TO F_----F- -_ --F----F-----F--_ --__ . ! _BIhd=385_49- - - U z I - - - - --� _6 - ENSURE THEIR CONTINUED FUNCTIONING. � .. 385,63 :::::': F1LTI=R FABRIC INSTALL CATCH BASIN:;;::::: a IE=382.27 N - �':.:'.I.'......:...... •' ° O 382.04(S) 7. ANY AREA STRIPPED OF VEGETATION INCLUDi WAY EMB W 3 NG ROAD ANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A r� FENCE PER DTL INSERT PER DTL 2/C2 (1YP) :..3.85:: - - I I 3E57. . 30 WIDE PROPOSED 2 LANE PERIOD OF 15, DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS I.E. SEEDING, MULCHING 0 - r` 3/C2 (TYP) ° "I I� I COMMERCIAL DRIVEWAY PER CITY NETTING, EROSION BLANKETS; ETC.) ( n� Z o . I I FILTER FABRIC Xc S ... .. ER..ST I - 5 "•• STD. DETAIL 3-6A SHEET FR7 V °' Ca ,!, ! �' "'" IAT SHALL BE ADD N 15 DAYS .....:.. 8 ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMED E ATTEN11oN, RESSEO W111i1 J > CONSTRUCTION FENCE PER DTL, ., :,;-z--..; . ,,.....: o I RE - :..t ►„c:.�tr..;.1:.a...: .c: ::... '::::....... .::ii::::::::::::•:•::•::..N Q o0 - _ MOVE 3 C2 TYP O 3^ ENTRANCE PER - :::a:^xc'�' ::'-- � --, ��.. ",:-` ;. ..:::::::::::::........ ....:::•:::::::..: ::::::.. r / ( ) :.7•,,,,,� _..... ,.; �,,,,� , :..::..... 9. THE ESC FACILITIES ON INACTIVE STIES SHALL BE.INSPECTED AND MAINTAINED A MINIMUM OF ONC I I -i I :f ..:,:::�•::.,�:: tx,,. ;,,...ti;:,,..::::::.::..::::::.....::::: :'.::.::.:.. E A MONTH OR WITHIN _ r7 THE 48 HOURS F "' SHED DTL 1 C2 ,,r.T.a OLLOWING A STORM 3 / (. a I` .,:Y. �,...,,..Y.. EVENT. �� ... ;. Z 1 ��_ t^ ...................... ...................... ...:... .. . ........ .. _. .! w:. •c,. .. :. ,............................ ... Y.::::::::•r.•:'t •t.•".:t . ... ..... .:..... ... ...... C.�::::r..... .,,•n!.v.gv.�ata..: a. Y .;. .•�i" .. �:.:�'i...: :^:::::.. 1?. :... �:::::::. �:.�::..: I EXISTING ..................u,.�i� .x',:.-' .Y:�:,:.::.::::.......::::...'4�...................... 10. AT NO 11ME SHAL O � -� J I ( I I , .......:...:.... L MORE THAN ONE FOOT.OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. A . . ......... l I I:::.::O._:::::._- U -� ....... . LL CATCH i - ....... I .............. 11. I ..........: ::;.,..,a:z.,..a....::::.::::.::.:::::::•::::':::::::::._ -H BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OP REMOVE IXG _ ERAITON SHALL NOT FLUSH SHED I ........._.::::::.::.::.::::::::::::::::::::: SEDIM J ° ::::.:..: �:� :._;::...................,........... T ENT LADEN WATER IN10 THE DOWNSTREAM SYSTEM: . I I BUILDING AND o 0 0 o �, :::.::;:::::::::::::::::::::: 385:0 384. i ... L . �:::::::: �.a:.::::::::::::.::::::.::::::::::. Q -- J FOUNDATION :'::::.:. •.:::: �.I........ a :•• f :.....:.:•::.:::::::::.::.:.: -� 11. STABILIZED CONSTRUC110N ENTRANCES AND WAS H R16 r.. H PADS S ALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND S 1 ... " r;.;. :;. D FOR THE DURATION OF THE PROJECT.. 'ADDITIONAL MEASURES MAY BE RE UIR w o 0 0 0 .: o : ' on :' 3.$4:8.$ :38.4: ' : ,. t, , ..:.::::::::`::;::::`.:. o MAINTAINE Q ED TO INSURE THAT ALL PAVED '.: ':..i �:;'::: ': ':. a . I. I ° . 1 12 CONC PIPE F.... ; ;•::;•;::;:::::•:::.• `L AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 1 j5 .. IE=382.50 �, • ,- • l.. .: y °..l.: �,. �, ' o 0 0 ":. '4 ' . ?; ". •:o::.•- :.•::. �. P NG THE TIME PERIOD OF NOVEMBER 1 11 TROUGH MARCH 31 ALL PROJECT DISIU j � - " _' -t :':'.: :... ':.: EXG..3...... �Ej� IaANE..I .. . I `..�`.,:" i c° �� D AREAS GREATER THAN 5,000 SQUARE _: 12 DURI RBE Q � FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER U �� FILTER FABRIC I I - co IM c1A .' I vEW Y - ..� �` 4'', .; �,�.6 5�' �0 n. . ,• / I o o fl l ; ,. :;c::'f; �,,� �� MEASURES: MULCH, SOD, OR PLASTIC COVERING. i o FENCE PER DTL I v PER :CITY t[) I�'`�Fjy1'11fL :3 6�1: t r •. ^{{�S k, �- :, ,;-�./ :l, Z L:_' .. :. :. ...... _- rr 0 3 C2 lYP / /:' ::::::;;:::::'::' ° '''Sk{T.FR7..... ,.',•.•�Zt. -,..; ate•' ' 13.ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY S / ( ) ./ r L _ - - - - ( ..,.• , ..... . ..:......t ... • ., ✓' N / ETTLING BASIN SHALL BE MODIFIED WITH THE I I /,. '.... -1 �....... ;;;`.` .'.. CD.'. J. °.':';.s :.; t4;�:'•;:; ;;,:,�`�•;�:;-1 ,,, - ECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS z / I .. o _ III . 384: ° I �.,,.�.., , ...... �, �:::.:...:.. ....+':' �.c U TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, / I I " T .. Q, "" - z ,z THE FACILITY SHALL NOT BE USED AS A TEMPORARY / : • ' / I :a / � o SETTLING BASIN. No UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 1 I i I ° III :::,::: LR i N� . � I / • '•• •'/ I fir:`:•::::.:.`:::'� ! .:.: }.. I w 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN �` '� I APPROPRIATE RATE (I.E.' ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). / .' / I I w I.L ... I I" Q y 12 CONC PIPE Tc i I J I /::.:::;:: :. :� . 15. WHERE STRAW MULCH FOR ,�MPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF " I I `i I I /::... 384•�,j { TWO INCHES. z 1 1 I ! . / I EXISTING I .. * "' I ! 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE f ROVIDED PER SECTION 22=1568 C 6 A-G ,� d" 189LF 12 DfP O O ) I� I ®1.68% EX OF FWCC. Q / I HOUSE i �... :I ft .....:.:.....l_... I �- 11 I I (• ...... I N,w FILTER FABRIC I..:..:::::::i. E AVING RECOMMENDED CONSTRUCTION S I I . , I �. :.:.... ...�.. „ _ EQUENCE 189LF 12 DIP �( LZ J II / ' , , .• I I z7 / FENCE PER DTL I I I , Q ( / '' ` [- :::.:..,.. ,..:....*. •.... * -- _ 1_ ._ '. ,, 3/C2 (lYP) o 0 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSIRUC110N MEETING MUST BE HELD W 1 / / I I .: :::; t,) 1I':': 2 DIP o BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANTS CONSTRUCTION REPRESENTATIVE. ` 186LF 1 0 .. .... a ®1.44% / I'.::::: :::::.::: ::: :...... ........... :' :::::'::::::.::•:::•:::... * :;::.; `. '� .:: (: ° . o0 2. FLAG CLEARING LIMITS. o� W ..... N ' f-' I.': 3. INSTALL STABILIZED CONSTRUC110N ENTRANCE. _ _ _ Yp .:::................ c ::':.....; . ' ..:... ':: .. _U ° CB FR8 T E 1 cx t. L ::. # - - ::::::;:::.... J':::;[:;.. :.:.:; ,:::.':./ REMOVE EXG �.:::.:: ' : ' ° w 4. INSTALL FILTER FABRIC FENCE AS INDI • 3$3 2 W STANDARD GRATE c� CAl1=D ON PLAN. ::::::::: :: :::::::. :; .L..I °i � U / .t ` I I ASPHALT 0/W U_ ...�......i .. ........' Q 5. I INSTALL CATCH BASIN PROTECTION. ::;.V.'.1 ::::.::..:::.:::::::......:::._:.::•:::•::.::.:::::::.::. *.....:. :::' STA:14+57.61, 53.28 L i " { STA14+57.61, 53.28 (L) 6. CLEAR AND GRUB AREAS OF THE SI �, �.::I s,: ..... _ TE TO BE ROUGH GRADED OR FILLED. :::::::::::::::::'::::.:.:.::::::::::::/ c ..........:........ �, ��»� . I "C, - RIM=382.71 / : • / . i.::: :::::::::::�� ......: ,� ... _ 7. ROUGH GRADE SITE AND I STAL / QUo 0 0 - %ONSTRUCTION i ..:.. I .... ....: . I IE=379.54(N) 379.59(SW) N L STORM CONVEYANCE SYSTEM AND WETLAND POND. I /. ENTRANCE: PER I.' ` .. .. `::`: ../ I I .... I PROVIDE INLET PROTECIIOtr �YIIERE INDICATED. DTL 1/C2 I'. ::'::::.:..:'::::.:.:.:.:: W 8. INSTALL REMAINING UTILITIES AND BUILDING. I c I:.:II 1 0 0 0 0 :_:_ :_: _:: 0 L. �:: i I k 19 i 9. FINISH GRADE SITE AND CONSTRUCT PARKI 'Q /' _ I -• -- I CB FR11 -TYPE 1 NG AREAS, ACCESS D VES, SIDEWALKS, CURBS AND GUTTERS. _..I :::� j /': / I I INSTALL CATCH BASIN :.[::: W/STANDARD GRAZE / i 10. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. �1 INSERT PER DTL 2 C2 TYP I 383 36. :.. I q STA:14+92.12, 5`L12' (L) / 11. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL S-=JIMENT AND DEBRIS. . - : • - I ovCo Co C, / ( ) �- _U .I� :_:38 b STA:17+89.48, 17.37' (R) CB#FR12 - TYPE / 12. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. U /. ,, a83.00 RIM=382.62 W VANED GRA 8'.... I 38 06 / , :: / o o Coo INSTALL CATCH BASIN FILTER FABRIC I I r ..j- I ° IE=379.37(N) 379.38(SE) STA:15+28.63, 21.28' L) 1 / 382.44 FENCE PER DTL I . ( L LJ ' INSERT PER DTL 2 ° ` * � RIM=3so 6�T_I-ENCE MAINTENANCE STANDARDS POI EXISTING TO REMIAIN I /C2 (TYP) 3/C2 (TYP) p I �� I a� � 51LF 12" ADS / " F"-� 0 0 0 c 382.73 � IE=3ja.36, 12 (NW,E)'- _ F- ° I \ / / 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS UGP UGP UGP '"� P'� __E - - F - F - I / 6 INCHES HIGH. 12+71. 17.13 F -- - _ -E._- fir/ Z '' GP - - - 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, 23OLF 12" ADS -• I - 381:96�� `-� - GP UGF/ - - I - I q F r ° .. .. �81.48 q 6P THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP 5. IF THE FILTER FABRIC GEOTEXTILE H ....... N-12 3.59% I' ° ' I q n -./ : q ' a - T __ �'" I. a °. /I.3B0.48 IXC� AIR�VA@. . ° ° - I :..:.::.. ° ( ) AS DETERIORATED I..... - - -- �, -- --- -- -�- -_ o ° q 41 ;� °. a. ° . e a . ° OR POND. DUE TO ULTRA q i 38 .80 / I ; I I ° a �-- I- �. VAl VF hr111-S 1501E 12' ADS_ ° . _.:.._.." p:: .•.::.... ..... .... .... / I a ° F: :: 51LF -1F".:ADS:- :-:-:- :-.-.-.. ° -- VIOLET BREAKDo , IT SHALL BE LACED. w ... ... ...... ...........--.: -- ... ........................... 79,24i..... '.. p --_ __ _ I a ° I N-T2 W:63� - - __ 21 3. IT IS IMPORTANT TO CHECK THE UPHI ................... ........ .... ::.N�12: (�. 3.20%:::.... LL -- I ................. - -. -- - - =..... SIDE OF THE FENCE ..... ... ... ..... .. .. - c ......:. --�- ... .. ... ....... ..... - .: .. - CT1NG AS A BARRIER TO ..... ... I..... .. . CLOGGING AND A 7. 3.82......:... ....... 379 0 ..379: • .... - J .... , .... .. ..*.,.. • ......... 17.....:...: FLOW 380.19 1 �, W __ .. ............. `�- ::::' . _ ....... AND THEN CAUSING CHANNELIZA110N OF N _................. 3.81.0............:......................... :::.:.............. FLOWS PARAL - - {�Q ... W....... - - ...................................................................................I...I.......6............ w m 382'.50 - ..� 0: ......... .... W-t-... THE FENCE. IF THIS OCCURS R P a -: .. _ _.. _ .._.....:............:......................... ............. 382.27 - THE FENCE OR REMOVE THE - ......• .�...........�:........ ........:: : .....�.... � LACE T w....................w- -- - - ,, _ - _ ...... TRAPPED .. .. .. ...... .. SEDIMENT. - - - - ....... ..... o .�. L� .. O0 . . . ............... - - - - .. .... . i I f7 uJ .... ..... - ... .. . S$ ........... .... ..... 'I ... .. .. 9 _ _ 1yy 1+ 00.�-� cl 9'1 - - 3 ... .... 09 . =- _ �, II f .......... .. ... :' _.- _ _ _.. .. . -.. JOIN �. :.:......6..................... 1.... 2 ,.--........ 380..1 �. 58 .................... "' -. - ,._.. + } �: '� TER FABRIC SHALL BE SPLICED ---- 80- .:...............38.1...48............................................................. _.....,>.. ..._ ...w ......-. _.. _ ...... _ ., ........................ - 9�,. 1'7:34 t., pp '- �,SI .... . ...- _ ,...-...____.. ..� ......................................................................... 6 ...... 382.5 .............. .........,. �w............. T................. _ - 38i:28:. a 3.79.7:5:......:16 ........................ . .... ...... _ __ � ...............E.,., i T1 9. ,....................... AT PO IN t _ STS USE STAPLES, WIRE RINGS, OR ...................... ..... ......I......................... ..... ......... ....... ................6............. .. �: :� - ...............................--_-__... _ ____ . ............ . ..... .......-� .. I ............... GAS _... - - �...___ ..-. `. -- . _. c , • . ................................................................ AS �_ _ ....... _........-. ..........6....:......... .. ................. ............... _ , i EQUIVALENT TO ATTACH FABRIC TO POSTS. ................................ ..............................................:. GaAs.............,.........:.....................:......................... ....... ....................... • .. I ...... GAS....... -........................:............................................................................. w........................... 2 x2 BY 14 Go. WIRE OR GA5..-� c.... 1 - - .... L......... ..�.....:.. AS..... ....---...---....-..'.=...�- ........................................:.............................. I ....................... . -r " - _.-._.. ci .. ... , . E U V .� ....... ___ ......:............... . . ... LENT, IF .............................._. ..................... r,A ................... -- ..........:................................................ Q I A STANDARD -- __ -_ __._ -. _ 7 f .. ............... 37 .59 - : _ S1RE B E 380, 0 _._ _ - 380.74 ........... L k�FFi --<= lam. ... .. .. ... . -a r.r I {. )::.. - ° _ -a . I. z I . .............:...:...... .................. /................. ;.. .' :...... ILTER F ° a a L-381.51 .. . � ...... ABRIC ° ......... .;: I I F a s ° 4.................:..........'...... ..y,/ter,.. .. ...... .. ..... ... .... - 'C i:.......... Ld --- a .. I I... N LL {{�� _ .. -- FIL=381:45 ' I :: L ,7.:' f' 380.26 z �= o ....................... 4 G TELEPHONE h1ANHOLE _ ..... I M L _ :1.. �-2 - _ _ I 380:84 a - ° . .. a N �EX. SSMH 9 65LF 12" AD d- ° L- - -A ° �'� CB#20 - TYPE 1 ° _ �-� �E - �TA:11+70.791.44 R - ^-, - W VANED GRATE N-12 © 0.49% - -- -� : - - - ,�� _ _ RIM= 380.11 H „" - - - - - - - - - - - . _ _ IE-370.03 (12" PVC) W STA:12+58.66 17.15' (R) D . ` CBjER6 - TYPE 1 CB#20.1 -TYPE 1 CB#FR7 -TYPE 1 4 I -SO '46'23"W 42.00' � ME rrr�� ����� T(1 1T- 1H � ��� o W STANDARD GRATE IE=370.13 (8" PVC) NE W/STANDARD GRATE W VANED GRATE UGP UGP G .:• • •: 00. - � STA:12+71.97, 17.13' (L) STA:13+22.29 29.06' R STA:17+50.36, 53.19 (L) _...... 1 CONDUIT PER TRENCH " " 1 � � T O RIM=382.27 ° - 1 2 DETAIL 6 MAX. MINIMUM 4 x4 'TRENCH RIM=381.88 � x „ IE=377.91 (W) 377.96 (NE) • -' j `> I FL=381.02 `y a IE=376.97, 12 (W,E) - :: ". ° 11 92 LF 21 X15 ARCHED CMP CULVERT FOR BACKFIILL TRENCH WITH \p E' pOR . I d9n 9n . d�F1 381.2 CRITTER CROSSING NAR „_ „ J pF WASy ''�i TESC PLAN I ►1 VE SOIL OR 3/4 1.5 �, F � O POST SPACING MAY BE INCREASED WASHED GRAVEL � � /��'o�° SCALE: 1 =20 jV®R'j'H - TO 8' IF WIRE BACKING IS USED 2"x4" WOOD POSTS, STEEL FENCE N z NOTE: FILTER FABRIC FENCES SHALL BE POSTS; REBAR, OR EQUIVALENT INSTALL DRIVEWAY CULVERT IF AS PER KING COUNTY ROAD INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 1 �F 31 ER``IQ ` DRIVEWAYS SHALL BE STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS CATCH BASIN 3 FILTER FABRIC FENCE TFIERE IS A ROADSIDE DITCH STANDARDS, GRATE BATCH BASIN INSERT MAINTENANCE STANDARDS S�ONAL E�� PRESENT, AS PER KING COUNTY PAVED TO THE EDGE OF R-O-W 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. C2 NTS R = 25' MIN. ROAD STANDARDS PRIOR TO INSTALLATION OF THE 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO NOTE: THIS DETAIL IS ONLY 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC . EXPIRES 12/13/20051 CONSTRUCTION ENTRANCE TO AVOID KEEP THE STREETS I-REE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE OVERFLOW SCHEMATIC. ANY INSERT IS PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE 0 100' MIN. DAMAGING OF THE ROADWAY DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN ALLOWED THAT HAS A MIN. REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON UTILITY CONFLICT NOTE: DATE g 15 11 SITE OR HAULED OFF SITE. PERMIT N0. 05-1 1825-CO � � o IT IS RECOMMENDED THAT Tl-1E AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. TO DEWATER THE STORED THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFI1NG THE LOCATION ENTRANCE BE CROWNED SO THAT SEDIMENT, AN OVERFLOW, & DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON DRAWN 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED - 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE MC CAN BE EASILY MAINTAINED. THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE .z RUNOFF DRAINS OFF THE PAD BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER CITY OF FEDERAL WAY THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONS z STREET, EXCEPT MEN SWEEPING IS INET=FECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST TRUCTION. THIS CHECKED DED cF � PROVIDE FULL WIDTH OF THE STREETS, T L` CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO SOLID WALLS MONTHLY. AS -BUILT SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POROUS BOTTOM POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY JOB N0. . „ �, INGRESS/EGRESS AREA THEMp; FILTER MEDIA FOR CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. 11032 4 AL QUARRY 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. DEWATERING 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN ILOCAITONS OF SAID UIILI SPACES 1 CONSTRUCTION ENTRANCE PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, GUARANTEED AND ARE SUBJECT THOWN ON THESE PLANS ARE NOT SHEET NO. A " 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SEE 2 CATCH BASIN INSERT CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT O VARIATION. IF CONFLICTS SHOULD GEOTEXIILE 1?_ MIN. C2 NTS THICKNESS SECTION D.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. C2 NTS MAINTAINED PROPERLY. RESOLVE ALL PROBLEMS SHALTO ONSULT RUPERT ENGINEERING, INC. TO - \\ \ \ \ \ ` I I I I DATE ROCEEDING WITH CONSTRUCTION. C 2 STORAGE Doto 2011 11032 CIVIL- C2,dw Drafter Name: K. TERRELL Plot Dote: JUL 13 2012 07:37:42 Lost Modified Date: JJL 12 2012 13:55:08 Submittal: PERMIT SET . . II v :� I j IE=384.31 ., IE )4 I II I �, i CB R9 12 CONC Pl I I1 ��� U17UTY POLE WITH UNDERGROUND CONDUIT . . TYPE 1 IE=384.17 II .I. . I I I i . . I I I I SAS 19+74R64 GRATE o !� }. STAD: P20�F35.54NG PROV46 (R)S VERTICAL, DATUM . NGVD-29 34LF 12"; II i RIM=385.93 17.11 (L) 0 3.97%' + I . . I I \ N I _. as �; IE 383.21 BM N0. 21fi8=5-1, CITY. OF FEDERAL WAY RAM SET WASHER z IE=382.69(N) 382.72(S) III I) I (�' 19LF 12" Dlf U 4.95% ON EAST EDGE OF TEL-EPHONE PAD AT NORTHWEST CORNER . VEL i DR��En I OF. SOUTH 336th AND PACIFIC HIGHWAY SOUTH II EXG ASPHALT RAMP ppt A0�1 : �I. ELEV.=346.811 FEET. . PROPERTY LINE ��`` . I� 271' REQUIREMENTS ( RIt1 385.49 CB FR10 - TYPE 1 _ _ (SLOPE 1:12 MAX) RIM 3.93 . 1. I STANDARD GRATE I I I - - - - _ = III II STA:19+74.97, 17.12 (R) - - - - - AIM=38.5 49 - - - - I % /i o . i l % „ 6 ...... IE-382.27(N) 382. ( ) �; �/ / / / -� ------- d - - / i _ / / II / / / / _ NE � � � PROPOSED 2 L / / 385.. WIDE / /. . . . ,/ / / / /4H.-BASTABLE / / J$5. I N 5`/ // •i. : � CATC / / II . . I I I / / / i / / �` CITY / /. / � . / :,''�'; ::'. RI SWAY PER C / /, / / / / / COMMERCIAL D �/ ,/ / - / / / �/ / / . . I . . � . I / �/ /// // / ........ T .DETAIL 3 6A SHEET FR :::•:..:. / / WNA S U ,. / / / IP/V//////,//,/ / � .....1.RIM INV COVER .... TAPE / // / / . �%a.I / / I 377.15 SOLID I / / /. I I / .1 :-................................... / i 385. 3 I / a f...: CB 2 II 54 0 80.15 SOLID / _ / / / / / / / / i / / // ...... 384 4 I I i 380 20 SOLID / / _./ ........ _ / 6 .. . I 384. 1•................................................... / ............................... / / / % / _ CB 4 1;I 383.5 380.35 GRATE / I.I ,, ,� / 1/,/ 4 I ........... / / / / / / / / a 12 C L PIPE / % �, / / „/ / / d 1 383.5 380.9 GRATE I / / / .........I I - IE �_1. / / / / / 3 / / , P / __ a / , � / /. / / / / - / i 383.5 /, , „ i/ / .� / , / / / I , _ _ / � . EX .. _ _ I .: • G CB 6 . 381.4 GRATE / / �� I I / �f //// / / / / c� /� � 1 � / � / / ❑ / / ERG}A. � 5 � I , / /,�� I / a Z / / / / / / I / / I o CB 7 i 383.5 381.8 GRATE I //� '. / / I PER _qTY . LD. 3 o P „, % % r-a- - I I : 1, : H :.:.... _:_:_ : h r , EL DRIVE Q /// / . I ^- -� _ -1S. - - 384.9 �.. f _R7... -.:Ill,-.----_.' ::. _ : I 1 383.5 �5 I /� f /, i r. S 1 8 .cs:.'. ;.'.� II' :_• -- - LUl,WlA1RE PER COFW I CB 8 381.3 GRATE w I %` , / ,,, %% / - // /. I d._ _ - :�.:. _._.:: `` 9 p I STD DTL 3-39 & 3-40 c j/ , �� i i -O -r- :. _�...... �II = w CB 9 1 383.3 381.6 GRATE _, I j / f /i _ - I �o I I I // / 4 HIGH BLACK 382 N N . I ., j / I /% % , I \_ I 3s " 1 x w . I►--I I �, � / PVC C1-I IN LINK I � h w � w I / , ' �� f/ FENCE o I /' I aI�/� / I i -v 38 I r d�12- I I I ;, / , di II ♦, - IIH t 1 PIPE PIPE TABLE I I u- / , /� , ' I I � = I I _ d - E=MZ06 . I -j / /// / //, �,. ///// �� ROOF DOWNSPOUT I I I 384.0 .� r / % , j� ` % j i LIN 1 2= i :1 I I " I I I ; /�%j�/ '' e % I: i ' E PER DTL 8 C4 Rt ERY I t-I -p :: `� 1,, ,, ." I 4 1W 12 DIP I I I %3 (3 / / �/' I .. - --- I 1 6 I� \.J. I �,;, O 1.68% . I -I ! / / �� I I I I , I ,j � I / �� I 6 � I. j j // % /, , , // i . DS dr1 I ..L.. !EW PAVING I I I I / // / / , /;a��-- , ° DS DS 6' I I II I ... I 89LF 12" DIP I I I I j j t 4 HIGH BLACK 2, I I f .. I- ," o I �� // / % CK _ II ::'II':'..... �. 186LF 11 DIP o / I I I j / / j / �, NEW CHURCH PVC CHAI LINK 1 I F< I ._._._.L ® 1.44% � /j /// i � I I I a d 00 , FENCE 8,832 5Q. C: 6 II 11 I jj, . / j / ,/ a - I h I CB R8 - TYPE 1Of / % /! :% j I FF-385 C4 II t I I ::'::. I :..:....... .... p I � w �- ��� / I h 383I2 W STANDARD GRATE I I I / ; / // // I • ° I ROOF DOWNSPOUT LINE I :1 I I • I ..-.. I :' ...:'.. a'I STA . _< I / j / / 1-14+57:61, 53.28 L I I I j / % " � /% C i if (J. %: ; j - / I. '. d I PER DTL 8 C4 60' ► I:' I O a / % / % /% 13 I I ': ':':::': ...::. STA14+57.61, 53.28 L I I I , , j / % / / % / I. • I 4 HIGH BLACK II I I I �, i �'......'.' .'.. RIM=382.71 ( ) I I I I I ' • PVC CHAIN P 1 ����� .. Fly ....... �.._.. i /� ;j I FENCE LINK \ 5 I I `�:: . : �,�` II IE=379.54(N) 379.59(SW) I I% // !% l II I I I ' . //� I I / j / j RI �j . # TYPE SIZE LENGTH SLOPE P1 ADS N-12 8" 18' 1.0% P2 ADS N-12 8" 78' 4.3% P3 ADS N-12 8" 15' -3.33% P4 ADS N-12 8" 50' 6.4% P5 ADS N-12 8" 30' 0.5% P6 ADS N-12 8" 110' 0.5% P7 ADS N-12 8" 65' 0.8% P8 ADS N-12 8" 75' 0.5% P9 AN N-12 8" 80' 0.5% P10 ADS N-12 8" 60' 0.5% �YL __ CB 11-TYPE1 I I I I �� t�{� , '/ � / / / �� � S--•------- 384 _ , � 6� I p ..:... 9� I I I j� 'V/ / / / / / i j/ i % 3$ S N 2 I Imo. I 4, /� I CO - DS - 4... '..'.. W/STANDARD GRATE . / %/ / - - - - _ - - --�- - C l l ' I I I �':. IL. •. STA:14+92.12 57.1 ' I j / , � . fPEb ST I WS 80.5 x - � T 3:1 / / / r / Id . 1385.36..........:... 2, (L) / I I I �. va ---------� / / /` / � ..''II.' 38.. ! STA:17+89.48, 17.37 (R) CB#FR12 - TYPE Y I ,, . / / ICzN' I P I _ - / ,u ::........... I . .. , ... = I - / 82 38 06 .•.. .. 383.00 RIM-382.62 DRAINAGE NOTES: s 382. r _% . I ,� I kARZ 3:1 co ---t•T-----��i 4 / a .I ..I. a W VANED GRAJh POI EXISTING TO RLAIN I --1 - - /..' (� 2r,� c :1 >---- --_ J-----_ �i - EXG 16Bt17(N) 379.38(SE) , ' �iii/ , STA:15+28 6'3, 21.28 382.01 � % - - - P3 r-- - ,------ ��� d. LIGHT _ j r -' -' - f - I... 4 51 LF 12" RIM-380 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED T P uGP uGP u �/� j / `Z'j , ' D _ - - ADS 0 THE CITY PRIOR TO THE -- -� j j �, -----u " WS=380.5 -" -" --r- =��� � � ® N-12 ® IE=37,�36, 12 (NW,E) PRECONSTRUCTION MEETING. _ 2 3.1 �� I. 3.96% 23OLF 12" ADS ! w _ 36t:96--z--;- 12+71.97 17.13 L - -- --- i d/ i _ PROPERTY LINE � _ _ _ _ IN-12 ® 3.59% d . p - _ 2. i p ' d a �- 384 82 a - - S E \ . �� ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN 380.48 - N ' XG AII3 VA(3. :. = p �- UGP nGP :....D�..� .. _ --- a' 1 d - XISTING d �; i e381.48\d P p uP --- LEVELING WI PWSDO 6 SIDEW LK THIS d - -- -�_� a d q , . .. d a LTHE TOPE OF FOUNDATION MATERIAL . D- d p yALV I� I a Q ... d G p S MAL , At NG AND COMPACTING G THE TRENCH - d d �`-G - 1 a c . d / p REQUIRED PPE BEM DING,NTO AEUN FORM GRADE AND GP : 5U Z ADS u LXG_,i.. - -- r._--_. n- a - --- p / : d .a. / d. SO THAT THE . . " !-0 -- -�j=1��-n -- . -�- - ; I :: 5jL .:12 :.ADS. a d ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BEET . LIGHT . �:.... 37930 . - -=w- -�- = ....- - s I BASE - Gv=-- _ _�---- =e- 21 ,�- w': 3:2O% '. "� 380,19.'.....'..... :. '.._w- - - .. �_-_______- ..': c .. . 381.01......... ..- , __ .. : '. . _ _ _ :. ... 3. S ......... �... .. .. . ............................. ) .... SHALL BE E S A GALVANIZED NIZ D AND .... AVE .. ASPHAL T TRE ATMENT EATMEN _..--. -..... ____......_,_ .... ... BETTER INSIDE G4.................w. �.. .. ..............::...... _ _ � . . ...... - - 382... ... .. �,.. ...8 ..�=-- [ AND TTE w... OUTSIDE. -w - - -- - 3 9 w.... .. Z .} 7.. - - - '.'.' _ - w - -- -- -- -. -- . -- -- . - 1- - 2+ 0 0 �3 - w-� . $z. - 2 .. ................ ...... - _ - . __ .... ALL �....$ .. 1-..-._.. .-.........�:_.._ ..........:........ .. ............. :..:.. ...:.:..:.:-�•W--� -.W .....'--= '- DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED 5gg 2.32............... 3+00 ..:...... -. - . _ _ - - - a...... TEo WITHIN ___ _. I ................ . ......... .._ .............. ,.......... .... .. .........., ........... .......... � :...... ..........:. '.'. '... A TRAVELED ROADWAY OR SIDEWALK S (. ,L... HALL HAVE SOLID .......... 380.1 `8J .i 4 _�... 4 I ... . 3 fl9 . E .........................:... 1 .goo,............. ... I :..... . -� ..........:.... ...:........... ............. . ... .... PERMANENT - LOCKING LIDS DRAINAGE ,...... - ALL A NAGE _. STRUCTURES . . . . . . . .. . . . . . . . . . . . . . ....:: •i r.1JY . . . . . .. . . . . .. . . . . . . . . .. . .\\ rrr... . . . . . . . 82,36 +. G ; - 382:. .:....• ...._ ..........:...........:. .......... RETEN 56......... [t,,.,,., 147 1412 .92 17:3 �.. :. I- T10N/DETENTION FACILITY SHALL HAVE SOLIDIATE GAS..-.. _ .-. 5.�� �........ 1......4 L I... .. F. _ _ _ .82 :........ _ ... (. 3 .... .T'•..� LOCKING LIDS ............ .. .. ...... .... . ... .....................GAS.............---. GAS...,_....._ .._:.:.......:. • ..................'...'.................................. .. .... ...�..... . . ............ :1 ....... �.. _ 5. _ _ - _ .... , ......382.$. ....... -n 28 { ..'.' !?,': 5 ALL CATCH BASIN GRAZES SHALL CONFORM TO CFW .. GA. - . - .. - - �.. I . DRAWING NU - S.. 3$2..7 . L. L. c NUMBERS 4 1 2 3 4 OR 5. .... '• , GA - f' .... ....' .. >. . .................. ...... ...... :'.:'. % +, GAS.. --..- r ............. . _------- �...... .....................'..I.'. . ..'...... DRIVEWAY CULVERTS GAS..-.. Y4 .... .............. - = _ -----_ ---......................-,�............................................... I...................... Lam. -.',_'.-::_:::::.':_ ..... THE RIGHT OF WAY ....GAS ............... ......... .. I ......�.... 6 ALL L .. .......... --' cz=.w L S LOCAT ED WITHIN ALL ............................'.'.:................. . 37 .5 380.0 .. .,-._... :... I ............................. /.. BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3 1 SLOPE FROM THE EDGE OFTHE....................... a a - ............. ... ............ ....... ....- - ..-.'. .: r..'.'.'....' ............. ALT.1R.t .. ... ... ... c.. DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL d - -�- L HAVE BEVELED END SECTIONS p.. __... - -.. - -- d .. .... ... ... .. ... .. _�_ L�,, .... •.... ................:.'..".a........ :: L':'.':. TO MATCH THE SIDE SLOES. . - ... <<.,,. - - r � � HA a T YF L.. FL=380 }� �. .I a . ).' d .......... ... p c�i ' _' -_ ._ -a .. I'' _ _ 4 .. 4 • ice...:..'.. ..... ... ..... ... :. . .�.. p....... r ... ... ... ... ^ „ < .� T.)�. ... , I. ... f ... ROCK FOR EROSION PROTECTION OF DITCH --%1141.. I _. �,.�� _- EXG STRE .'I':. , , L ... ES, CHANNELS AND SWALES, WHERE REQUIRED �- �, ...........:; ...... ...... . ..... .....1.. ; . ' '.'.'.' .. I ..� .. . � 7 MUST BE OF SOUND QUARRY ROCK, ' +*w"- 0 0 "-'�." _ � LIGHT _-=.'..'.._ ..'........ FL=381.45 ... •:�;� I':':':•:':'.'. .. DEPTH "F "NE TELEPHONE MANHOLE .. _� .. . FOOT FOLLOWING SPECIFICATIONS: 4 -8 ROCK 40-70% PASSING; ::.' I .. • . I- 38 . 6 F D MUST MEET THE . . 2 -4 K/30%-40% PASSING; AND -2" ROCK/107,20% -- _ l EX. SSMH '9 `�` -'%%F -00.84 4 � E • a PASSING INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMB . 'J= I d a. ER 51 OR AS STA:11+70.79 1.44' (R) CB#20 - TYPE 1 a ' 65L D �� � d. � d - �• �,, .-- L �� -r� d AMENDED BY THE APPROVED PLANS RECYCLED ASPHALT OR RiM=380.11 W VANED GRATE D N-12 ® 0.4 04 " """ ---- - - ,„ CONCRETE RUBBLE SHALL NOT BE USED. - !�- _�� `- 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH -I i' I IE=370.03 (12" PVC) W STA:12+58.66 17.15' (R) •a � dDn � dDn ----s_ DRAINAGE OUTLETS 112�#FR7 - TYPE 1 CB#FR6 -TYPE 1 B#29 - �YR .. :': a� S '46'23"W 00' - IE=370.13 (8" PVC) NE �TANDARt3-CR . I 0 42• (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: W/STANDARD GRATE W VANED GRATE A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, STA:17+50.36 53.1 L EXG REEi ucP uca -. u UGP3::-_-�� � STA:12+71.97, 17.13 (L) STA:13+22.29 29.06' R () IGHT II CONDUIT PER TRENCH SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND I p RIM=381.88 O RIM=382.27 a . ..p FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SUR\ I FACE RFACE OR IE=377.91 (W) 377.96 (NE) �+ 13.0 p.1 I I FL=381.02 DETAIL SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR * 4 IE==376.97, 12" (W,E) �. I I d ► 92 LF 21"X15" ARCHED CMP CU FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE s i- 9fT n d ..•. Sri ' '' 381.2 I �-° I CRITTER CROSSING L TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. . GRADING& DRAINAGE PLAN ' B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SCALE: 1 =20 SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. NORTH C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS Data\2011 � I 1 O32\CIVIL\C3.dwq UfQIW,r ivame: f�• ILIMLL I Mot Uate: JUL 13 2012 07:45:16 NOTES, 1. PRECAST CATCH BASINS ARE TO BE FITTED N9T1i PVC ADAPTERS Last Modified bate: JUL 12 2012 13:59:04 Submittal: PERMIT SET LEGEND , EXG ASPHALT AS -BUILT CERTIFICATION: I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE NEW ASPHALT AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME �. °• NEW CONCRETE d OR UNDER MY DIRECTION. NAME LS1 DATE VAIL PERMIT NO. 05-101825--CO CITY OF FEDERAL WAY AS -BUILT 0 9. Q . f tY d p m D VU ao O .E= Z Q �;� U 1 ' 4' OC7 )- a.)� w IllN � `" wZ �� 5 Z � Z >T � d SP to _. -r- T a F J Lj_j __�!a' 0 00 V, Z C+ E O �.0- 0 -Q_ , Q A = = <C U Z ri-** Q Q z (O ,* _DQ n, < � � " <I w P2 w m D w I1 } 77' --i .Q c CD uj Q E_j Q Q a . ® • w w = V 0 0 0 c) o a (`n n +•i W V G LL � v L . 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR I ,.,,�pOR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY Q \ pF WAS ROWS THROUGH INDIVIDUAL LOTS. p L6) -p E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF o ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE (n Z UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE %p 31741 p �� LOT HOMEOWNER. : Fg/STERN`' \a4, s/DNA L E' UTILITY CONFLICT NOTE DATE PERMIT NO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 9/ 15/ 1 1 DIMENSION, AND DEPTH OF ALL EXG UTILITIES, WHETHER SHOWN ON DRAWN MC THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS CHECKED SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN DED POTHOLING ALL EXG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXG. LOCATIONS OF JOB NO. 11032 Approved By. SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE SHEET NO. CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE AL DATE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C 3 I frame, grate & solid cover marked "Drain" with locking bolts see note 3 & KCRS elevation per plans 385.0 dwgs 2-022, 2-023 16' max. D vertical bar grate for r secondary inlet n 6 min. _design W S v elev 383.5 WEIR BOTTOM 382.5 handholds, steps or H pipe supports ladder see KCRS ISOmETRIC see Note 6 1.5 x D dwg. 2-006 ; NTS min. 2'min. NOTES: $ outlet pipe Inlet " see no 1 5 $ 1. Use a minimum of a 54diameter type 2 380.5 Pipe 380.5 catch basin. 2. Outlet Capacity: 100-Year developed invert and pee�evatains _ E 12M shear gate with control peak flow. w rod for cleanout/drain 3. Metal Parts: Corrosion resistant. 1' section of pipe t2" (rod bent as required Non -Galvanized parts perferred. attached by gasketed for vertical alignment Galvanized pipe parts to have asphalt band to allow removal with cover) see KCRS treatment 1. restrictor plate N 12".. dwg. 2-026 BOTTOM 376.5 4. Frame and ladder or steps offset so: with orifice diameter A. Cleanout gate is visible from top. of 1 3/16 inches SECTION A- A B. Climb -down space is clear of. riser and cleanout gate. NTS A 7 383.5 C. Frame is clear of curb. - po, J design 5. If metal outlet pipe connects to cement W.S. 1 concrete pipe: outlet pipe to have smooth D 1 D O.D. equal to concrete pipe I.D. less 1/4 6. Provide at least one 3X .090 gage support bracket anchored to concrete wall. (maximum 3' vertical spacing) A \�\ 7. Locate additional ladder rungs in structures -� used as access to tanks or vaults to allow access when catch basin is filled with water. If PLAN VIEW NTS 1 TYPICAL CONTROL STRUCTURE - C4 NTS 'L STAINLESS STEEL FASTENERS. 10 -G16V - WHITE LETTERS &SYMBOL ON BLUE BACKGROUND '-' PARKING ONLY METAL SIGN, BOLT TO STL. PIPE POST. CY Uj VAN ACCESSIBLE ADDITIONAL SIGN AT VAN ACCESSABLE PARKING SPACES ONLY 1 1/4" GALV. SCHD. 40 STL PIPE W/CAP, Uj 0- 1" CONC. WASH GRADE NOTES: _ !at - 1 LOCALSIGN TO BE PER JURISDICTION REQUIREMENTS. C-4 -I I=I ' - 8" DIA. CONC. VERIFY SIZE, SHAPE & VERBAGE = III I FOOTING 2. PROVIDE SIGN AT EACH -1 LiSTALLCAPPED PARKING l-r HANDICAP SIGN NOT TO SCALE 5 HANDICAP SIGN C4 NTS STORMWATER WETLANDS EMERGENT WFTI ANn PI ANTS ELEV. WETLAND PLANT DENSITY SSIZE 384-383 TREES -SEE LANDSCAPE PLAN 384-383 1 SOD -SEE LANDSCAPE PLAN 120lbs/ACRE 383-381 SMALL -FRUIT BULRUSH 3' OC 1 GAL 383-381 SAWBEAK SEDGE 3' OC 1 GAL 383-381 WESTERN MANNAGRASS 3' OC 1 GAL FIRST CELL 381-376 WHITE WATER --LILY 3' OC 1 GAL 381-376 SPATTER DOCK 3' OC 1 GAL SECOND CELL 381-379' SLOUGH SEDGE 3' OC 1 GAL 381-379 HARD STEM BULRUSH 3' OC 1 GAL 381-379 SOFT STEM BULRUSH 3' OC 1 GAL 3, circumference length of opening sized for. 100 yr flow 0 overflow W.S. Frame/grate for secondary inlet. Provide vertical bars in frame 4 O.C. (other flow systems acceptable if approved by DDES) See also the separate overflow structure shown in Figure 5.3.1.C, SECTION D-D NTS vARIEs 3/8" EXPANSION SIDEWALK %- JOINT - 1/2° RADIUS ®® A •• 2' CRUSHED SURrACING TOP COURSE roR CURB k GUTTER USE DETAIL 3-4 VARIES r PAR SW SIDEWALK AS REOLIF D Cement Conc. Barrier Curb See Detail A, b 3" Shiner (Tva.l i i r Sid.rk . I - - - ---- - -1 as Marked in Feld. ary PATTERN (SEE DETAIL)V Cement Conc. 0.35' ± Barrier Curb (SEE DWG 31-4) DETECTABLE WARNING PATTERN (SEE DETAIL) R-1' pETE�,fAelE L PxwBE .ATiFR"PREA 91A1BE A rF.uwt w cw.tuxce � I e'� f IT a , yr x ma• i p ,�• , ,nr .u" l� ii p DETECTABLE WARNING PATTERN DETAN_ - PUBLIC WORKS CURBRAMP WITH SIDEWALK No Planter DWG. No. p DEPARTMENT ( ) 3-8b SUB -BASE COMPACTION PROCEDURE U Q 1. EXCAVATE,TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK. D 2. COMPACT UPPER 12' of EXISTING SUBGRADE SOIL TO 957. MAXIMUM DRY o C) DENSITY PER ASTM D1557 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 1-- 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. F�-n Z a 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. > 00 1/2" 5 1/2" 1/2" U N - EXTRUDED CONC. CURB GRADE 1' DOWN FROM TOP OF (n o rn " 2" CLASS B" CURB. W � Ln N v ' A.C. PAVING , r�l, , , Z SLOPE � --PROVIDE 1'-0" LEVEL lM C9 z DE--N _--SLOPES AREA WHERE GRADE Z W T a DOWNWARD L 3 OUTSIDE OF PAVING 0 z 1 I-III-III-1 1 1-1 i I I -III- _j CO DO 3 SUBGRADE SOIL 4' BASE COURSE (n GNi r�i 3 Ln SEE NOTE COMPACTED TO Z 0Z rn E 95% PROCTOR U J 4 CURB AND 2" PAVING SECTION C4 NTS Q tl 3 CURB RAMP IN VERTICAL CURB aC C4 NTS 2 CURBRAMP WITH 5' SIDEWALK W=24" 0.5' NATIVE BACKFILL z C4 NTS W/2 OR TOPSOIL "QZD TO MATCH EXG GENERAL ROCKERY NOTES: GRADE ELEVATION 1. ROCKERY SHALL 6E CONSTRUCTED IN ACCORDANCE WITH LOCAL STANDARDS, I I I Ii // ///\/// /// / /// /// /// /// /// " '� � �- \\j\\j\\j\\j\\j\\\ \j\\j\\j\\/\\/\\\ 1 � � � 1 I 1 l � � 111 I -I � � AND WSDOT STD SPEC 9-13.7 (1). °O _� \//\//\//\//\//\ \//\//\//\//\//\ �- LAYER OF FILTER FABRIC - 1 INSTALL 4' HIGH BLACK I PVC CHAIN FENCE WHERE 2. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF 160 POUNDS it E. _ W _I OR SUITABLE ALTERNATIVE - AROUND TRENCH Z ROCKERY IS GREATER PER CUBIC FOOT. ROCKS WEIGHING LESS THAN 100 POUNDS SHALL NOT BE USED: o �,, (- _ PERFORATED PIPE WITH Q I THAN 30" HIGH " o o I- '- - PERFORATIONS IN A 1 DOWNWARD DIRECTION (/� (D, 3. A MINIMUM 12 THICKNESS OF QUARRY SPALLS SHALL BE PLACED BETWEEN =II JJ III I I "NON Q CRUSHED ROCK FILTER MATERIAL, SURFACE PER PLANS THE ROCKERY AND THE CUT FACE, WITH A 4" DIA PERFORATED DRAIN PIPE _ - 1Y"- FRACTURED < BETWEEN 2 AND 4 INCH SIZE I INSTALLED AT THE BASE OF THE ROCKERY AS SHOWN. - _ I I I=III=III=III=III-III=III=III=III=I DRAIN ROCK EQUIV. TO Q WITH LESS THAN 2% FINES. 4. EXPOSED SLOPE SHOULD BE VEGETATED OR HYDROSEEDED FOLLOWING I I' - - NOTE: I WSDOT SPEC 9-03.12(5) - Q_ J Q COMPLETION TO REDUCE THE POTENTIAL FOR EROSION. PERFORATED CONCRETE UNDERDRAIN PIPE MEETING WSDOT SPECIFICATIONS CHAPTER 9-05.2(2) w F_ < W �%�%A; 5. IF THE ROCKERY IS TERRACED THE HIGHER SHALL BE SET BACK FROM THE MAY BE USED WITH THE ADDITIONAL CONDITIONS. $"� ID CAST IRON " 2 o w \/\\� LOWER ROCKERY A DISTANCE AT LEAST EQUAL TO THE HEIGHT OF THE LOWER . ROCKERY 1. THE PERFORATIONS SHALL BE CIRCULAR AND A MINIMUM OF Y" DIAMETER. -0 SQUARE 2 THEY SHALL BE CLEANLY r.UT AND BE SMOOTH AND UNIFORM RING &COVER LL_ WITH NO EXCESS CONCRETE LEFT FROM THE HOLE PERFORATIONS PROCESS. 6. ROCKERY HEIGHTS SHALL BE NO TALLER THAN 8 FEET FOR CUT ROCKERIES. 3. THERE SHALL BE A MINIMUM OF 7 SETS OF PERFORATIONS WITH 2 HOLES PER SET OF 3000 PSI CONCRETE PERFORATIONS FOR EACH 3.5' OF PIPE LENGTH. COLLAR 6 0 \ 7. ROCKERIES 4' AND OVER IN HEIGHT REQUIRE A PERMIT AND INSPECTION (UBC 4. RUBBER GASKETS OR GROUTING OF THE JOINTS FOR PIPE RUNS WILL NOT BE REQUIRED. THREADED PLUG 6' MAX �o /\\//� SEC 3317.1) WHICH AT A MINIMUM SHALL CONSIST OF INSPECTION AND 5. INSPECTION OF THE PERFORATED CONCRETE PIPE SHALL BE MADE BY THE MUNICIPALITY Q 00 %\/� EVALUATION OF SUB GRADE, PLACEMENT OF BASE COURSE AND DRAINAGE, BEFORE INSTALLATION OF THE PIPE IN THE GROUND. �-- AND FINISHED ROCKERY. W o /jam • . N 8. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY 8 P E R F ROOF DRAINS, o HAND. Y NTS FIBER JOINT PACKING i\ ` 9. HEIGHT BOTTOM SIZES TOP SIZES HEIQ ' // /� H/3 % /"\jj\\\/y 4' MAX. 4-MAN ROCK 1 2-MAN ROCK 3000 PSI ENCASEMENT SEWER PIPE j� z �\:\\ \ (2,000�-4,000) (50�-700�) 4" MIN 4 THICKNESS K\�\' �� i, i, MIN. DIA. DRAIN PIPE FIRM UNDISTURBED \EYWAYN SURROUNDED BY CLEAN 5, MAX. 5-MAN ROCK 1,2,3-MAN ROCK SOIL TO BE VERIFIED WASHED 3/4" DRAIN GRAVEL (4,000-6,0001) (50-2,000#) BY SOIL ENGINEER KEYWAY SHOULD BE SLOPED 8MAX. 6-MAN ROCK 2,3,4-MAN ROCK DOWN TOWARDS THE FACE (6,000#-8,0001) (450#-3,000#) ', SEWER PIPEa BEING PROTECTED 7 TYPICAL ROCKERY FILL DETAIL C4 NTS '�' ` PLUGGED END L� (IF END OF LINE) SEWER PIPE WYE 9 6 & 4" SEWER PIPE CLEANOUT C4 NTS N M . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. : : : : : : : : : : : : : i �' V \. �.\\�. �. �."., �.� r\�v r r".r Y Y \ 79.5 Zi li\ii.i, , liilil/i.'Y �i.i�li.i�ilr�y li. i , .�li. .. ... : . . .... . �...... ......... ......... ......... ......... _ ......... ........ ........ ......... ......... ......... ...... .. ......... ... .. .... ......... . . ....... �:....... ......... :371 .... ......... 37U a_ 370 400 ......... BQ 400 A STORM WETLAND SECTION ....... ... 2 Y STORM ELEVATI N 382:1 . ......... C4 SCALE: 1"=10' (H) 1"=10' (V) �� I- DOR . ......... 390 1 380 370 390 VERTICAL DATUM: NGVD-29 BM NO. 2168-5-1, CITY OF FEDERAL WAY RAM SET WASHER ON EAST EDGE OF TELEPHONE PAD AT NORTHWEST CORNER OF SOUTH 336th AND PACIFIC HIGHWAY SOUTH ELEV.=346,811 FEET. B STORM WETLAND SECTION C4 SCALE: 1"=10' (H) 1"=10' (V) \\STORAGE\Data\2011\11032\CIVIL\C4.dwg Drafter Name: K. TERRELL P!ot Date: JUL 13 201 07:48:46 1 Last Modified Date: JUL 13 2012 07:48:37 1 Submittal: PERMIT SET ......... ........ STORM:WATER: WETLAND :WATER: SURFAC :ELEVATION. 380 5::::::: : \ .. :: ..: ::: ::.... 4' ....�. IGH CHAIN LINK ........ ::::::::: ......... :....... . ......... ' 384:0:, : .... .. - 84:0 .- ........I SIDEWALK .. . ......... ......... . ......... ......... ......... .\ . BLDG 6' HIGH.. ROCKERY :.:PER :DTI :: /\\ 1 `� iy . :. 82.04 ... ::::::::: .......... .. ......... ...... ... ..... ... ........ ....... ::: ..... . ......... . 4 ........ ......... ........ . :::7�4::: ::::. ......, ......... ........... ......... ......... ......... ....... ....... ....... . ......... 370 AS -BUILT CERTIFICATION: I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME LS# DATE PERMIT N0. 05-101825-CO CITY OF FEDERAL WAY AS -BUILT DATE Q pF WASy� � o z 31741 p �Q SF��STV 7-NA L E PERMIT N0. 05-101825-CO UTILITY CONFLICT NOTE: DATE 915/11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON DRAWN MC THESE PLANS OR NOT, BY POTHOUNG THE UTIUTIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS CHECKED SHAD_ INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN DED POTHOLING ALL EXISTING UTIUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST._ JOB NO. 11032 LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD SHEET NO. OCCUR, THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO A RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4 S 336th STREET SITE DISTANCE PROFILE AS —BUILT CERTIFICATION: I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. 5: 0 1 11032 CIVIL C5—site distance.dwg I Drafter Norne: M. CORDICE I Plot Dote: SEP 20 2011 14:02:32 Last Modified Date: SEP 20 2011 13:30: 46 1 Submittal: PERMI f SET PERMIT NO. CITY OF FEDERAL WAY AS -BUILT / I / I I I I _ _._._._._._._._._._.� _ POSTED SPEED 35 MPH DESIGN SPEED 35 MPH O Q 17= I-- U 0o p F�—, Z J_ 00 i oc� V o C� w V) CCV X Z Z w A 3 Z ..c 00 J00 Ln p Z _ rn n J 4 z Q U Z C� Q ::D ry _ � U ::DQ Z C� -< ::D Cn 0 �- �::D J Q W 0 m o Lai LLJ �ZLJ F-- (D U Z L.LJ C) M � 0 M W LLJ O co W LLJ V m 0 V) 5 u c tic F� of z 31741 '/ STE��`, 'A L E' UTILITY CONFLICT NOTE: DATE 9/15/11 PERMIT NO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXG UTILITIES, WHETHER SHOWN ON DRAWN MC THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS CHECKED SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN DED POTHOLING ALL EXG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXG. LOCATIONS OF JOB NO. 11032 Approved By. SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE SHEET N0. CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE AL DATE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C6 AMA U I r P& 4 lip IN; oil PARKING REQUIREMENT5 m /y r11.4 =:*mr Z11 :FAR ■ ��i►,ir r w �. AZ 0 . . . . . . . . . . . . or, mki it ilk MIKM,* L Opp N Ank. 'A 90 ol � 1 f .- FAA"' Date. Rev:• it Desig Drawn By: Protect: XZ t,IC+t-!t / PLANT LIST CODE QTY BOTANICAL NAME COMMON NAME SIZE CANOPY 51ZE rRFEs AC 3 > Acer circ►natum vine Maple 3 stems, min ht 8' small AP 7 Acer palmatum 'Bloodgood' Japanese Maple 1-1/2' caliper small —ARA I I Acer rubrum 'Bowhall' Bowhail Red Maple 2" caliper small --A ARO 4 Acer rubrum 'October Glory' October Glory Red Maple 2" caliper large - CC 3 Cercis canadensis 'Forest Pansy' Forest Pansy Redbud 1-1/2" caliper small fl-dj-," CO 4 Chamaecyparis obtusa 'Gracilis' Slender Hinoki Cypress G' ht. small FA 13 > Fraxinus amer►cana 'Roseh►ll' Rosehill Ash 2" caliper large MS 6 Malus 'Robinson' Robinson Crabapple 2" caliper medium PV i I > P►nus flexilis 'Vanderwolf's Pyramid' Vanderwolf's Pyramidal Pine G' ht. medium _._ TP 7 ThuuJa plicata 'Excelsa' Excelsa Cedar 6' ht small GROUND COVER5 PFRENNIAL 9 *** > Arctostaphyllos u.'Massachusetts' Kinmkinnik I gallon, plant 3" O.C. "' Cotoneaster 'Tom Thumb' Dwarf Cotoneast r I gallon, plant 2-1 /2' OC i "' Hemerocallm 'Happy Returns' Dayhly I gallon, plant 2' OC > indicates plants that will tolerate drought after establishment. Contractor to determine quantities. Groundcovers are to be planted as a solid, continuous planting at specified spacing. Groundcover plants are to be installed to within 2' of tree trunks, to edges of shrub drip Imes including in open spaces between shrubs when shrubs are planted in masses. 5NRUD5 CPO—BT 75 Berbers thunbergu 'Crimson Pm"' Dwarf Japanese Barberry 1 2', 1 galWil e-- CP 35 > Cistus purpureus Orchid Rockrose 1 2% 1 gallon • CL 31 > Cotoneaster lacteus Fwney Cotoneaster 36' E5C ••' Escallonia 'Newport' Dwarf Lscalkmis 14allon, plant 3' O.C. iC 49 Ilex crenata 'Green Island' Jspenese Holly 18"/5 gallon • ---J5 3 Jun►perus scopulorum 'Wichita Blue' WicMta blue Juniper 24" JT 16 Juniperus torulosa Hollywood Juniper 3G" LN 26 Lonicera nitida 'Baggeson's Gold' Baggeson's Gold Honeysuckle 24" MC 30 > Myrica californica Pacific Wax Myrtle 24" ND 21 Nandma 'Gulf Stream' Gulf Stream Heavenly Bamboo 15"/ 2 gallon A OH 9 Osmanthus heterophyllus 'Goshik►' Holly -leaf Osmantna . 24" PF "' > Potentilla fruticosa 'Abbotswood' Cinquefoil 15" / 2 gallon l•J 5H 20 5arcococca hookerana 'Humilis' no common name 2 jallon TO 8 Thuja occidentalis 'emerald Green' emerald Green Arborvitae 4' ht B*B VO "** > Vaccimum ovatum Evergreen Huckleberry 15, 2 gallon OVT 77 Viburnum torus 'Spring Bouquet' Spying Bouquet Laurustmus 24" • q. 57-ORM RQrNr/ON PLANrING5 110 Nuphar polysepalum 5patterdock 4" pot, 2' O.C. in water �,. 90 Carex obnupta Slough Sedge 4" pot, 2' O.C. am —90 Sciracutus Hardstem Bullrush 4" pot, 18' O.C. O.C. 90 Scirpus vandus 5oftstem Bullrush 4" pot, 18" O.G. 25 W Carex stipata 5awbeak Sedge 4" pot, 2' O.C. 50 Glycera occidentalis Western Mannagrass 4" pot, 2' O.0 5/(;NIfrCANr rREE5 4 > Pseudostuga menze►sii Douglas Fir 20" caliper / shown on plan Located in western edge of.parking lot to remain, see landscape plan sheet L- i t I—Oi MIN. FINISH GRADE i � GWVAS WEB OR RUBBER TREE TiE 1-1/2' x 8'-0" REBAR TREE STAKE (2 TYP) 4" PERF, PIPE, FILLED WITH DRAIN ROCK — WOOD CHIP MULCH SIDEWALK ROOT BARRIER -----•— . C".. 130TH SIDES) BACKFILL VATH CLEAN NATIVE SOIL t'-8" MIN. REMOVE BURLAP FROM NOT TO SCALE TOP 143 of ROOT BALL NOTES: ADD 3 WATERING RING PLANTING: . solL 1. Dig hole 2-3 times the width of the root ball and as deep as the root ball. Do not make hole deeper than root ball. 2. Remove containers, biodegradable pots, synthetic or treated burlap, wire, twine, or ropes. Leave natural burlap in place and fold back. Loosen the roots and spread or cut circling roots. 3. Place top of root ball even with or slightly higher than soil grade on firm soil. Do not add soil amendments or gravel unless approved by Public Works Director. 4. Install 4"x 24" perforated drain pipe; fill with drain rock. Pipe shall not extend more than 1 /2" above finish grade. 5. Back fill with clean native soil. Firm soil around the root ball; water slowly and thoroughly. 6. Mulch around tree with 2-4" wood -chip mulch. Do not place mulch next to trunk. ROOT BARRIER: 1. Root barrier shall be rigid High Impact Polypropylene treated with UV inhibitors, minimum 18" height, with 1 /2" raised vertical ribs 6" on center, or approved equal. 2. Install root barrier in continuous 24' strip, centered on tree, next to sidewalk and curb accordinig to manufacturer's directions. Exposed edge shall not extend more than 1 /2" above finished grade. STAKING: 1. Use 2, 1-1/2" by 8'-0" rebor tree stokes. Do not drive stake through root ball. 2. Attach tree to §take with canvas web belting or rubber, using a figure-8 formation. TAGS: 1. Remove tags after inspection. an" PU9UC I STREET TREE PLANTING I DWG. NO. WORKS C/1O MI AAITE'D CT0Ir7C i-7Q _ d Landscape area calculations: Landscaped area: 17,GG4 sq. ft. overall Drought tolerant: 8,078 sq. ft. = 4G% Parking Lot: required landscape: 83 stalls x 22 sq ft per stall -' 1,82G sq ft Interior Islands landscape provided: 1,938 sq ft Tree unit calculations: Site: 1.3 acres @ 30 units = 39 units required Units Trees retained: (4) Douglas Fir Q 20" caliper 2.5 10.00 New trees - see plant list for canopy sizes Small canopy 38 .5 18.00 Medium canopy 17 1.0 17.00 Large canopy 17 1.5 26.00 PROVIDED 71.00 8-27-12 Landscape specifications Installer shall obtain and pay for any permits necessary for installation of landscape and irrigation work, and comply with local codes and ordinances related to such work. All material and workmanship is to be guaranteed for one year, to meet best accepted local standards, and to be Installed by a contractor who specializes in such work. General contractor to prepare sub -grades to within I / 10 ft., at minus 8" in interior/courtyard/perlmeter planted areas and 4" in perimeter lawn areas. Have underground utilities located and marked prior to start of work. Do not prepare sub -grades or place topsoil when site is in excessively wet or muddy condition. Scarify sub -grades to a depth of G" and place 3 way mix topsoil in all areas; use Lloyd Pro-Gro mix or equal. Place additional depth topsoil for berms shown and to provide planting areas with G" crown at center of plant bed. 1 Ca-1 G- I G fertilizer 20 Ib/ 1000 sq. ft. all areas Agricultural Gypsum 100 Ib/ 1000 sq. ft. all areas Plants to be of number I grade, and conforming to AAN standards for nursery stock. Plant pits for trees to be twice as wide as root ball or container but no deeper. Soak root balls which have dried. Broken or loose root balls will not be accepted. Planting mixture shall be equal part native soli from plant pit and specified soil amendment. Slash roots of root -bound container -grown plant material. Backfill plant pits half way and apply 21 gm. Agnform slow release fertilizer tablets, 20- 10-5 formulation; Use 4 tablets for trees, 3 tablets for 5 gallon shrubs, 2 tablets for 2 gallon shrubs and I tablet for I gallon. Water in all plants. Stake trees w/ BVC lodgepo.le pine stakes, using 2 per tree, 2" caliper or G' ht. Use I stake per 1-1 /2" caliper tree Use galvanized wire and garden hose to protect tree .trunks. Use street tree planting detail for all trees within 4' of curb or paving. Apply 3" fine bark mulch to planted areas. Finish grades in planted area to be 1 /2" from top of pavement or top of curb. Finish grades in lawn areas will be flush with curb. Sweep and wash site at completion, using mechanical/power equipment in stockpile areas if needed. Rock walls and outcroppings shall not exceed 4' ht. and shall be constructed of approved basalt rock with crushed rock backfill, using 2-, 3- and 4-man rock. An automatic underground sprinkler system will be installed in all landscape areas, including drought tolerant areas . System to include state -approved backflow device, automatic controller and rain sensor. System to be design built; an irrigation plan will be supplied by contractor and approved by landscape architect. Maintenance is the responsibility of owner, but landscape contractor is to maintain landscape work through acceptance of project only. Landscape contractor is not responsible for acts of vandalism or abnormal weather conditions. t�����isl�4i4.aa�'3C6t�.•.�SdI*�"��.�''C�GCi?iS�i�i'41kC�mGrt3sC� ....-. - Isws�m.9�a�mim.Lirn�� �• �� ' !► r z _I 101 1 1 I I 1 101 1 1 1 1 1 tull I I - 1 ---- -- I OC 1 ,� C C C( C C - C Ua -- > --`' C Hann 63' i3 ""Z_—f ..�,,• C 2 � 3� I C — -- 3. NEW L aft. r . ---- C is - — C O 64' ' O ; c c ja. I _ (D 1 4 6' ML, --_- -- -- ---- - -- ------------- ---- I STATE OFF LANDSC1iPE J FiCHITECT CHARLES E. BURGET rFATjFICAT_F,NO .423 . Design B 14 Drawn By: }!-- Scale: --- Project: ,, F-7 bggq+++���- i k v Derr. 0f Cr- , r L 11-20 15/8, POST LAMP SYNTHETIC STONE CAP SYNTHETIC STONE VENEER ON MORTAR BEE) ON WX816 CMU BOND BEAM FILL BOND BEAM V 3=0 cAwt LIGHT POST SECTION :KALE 114" m V-0" f=LAZ,4 ELEVATION SCALE 1/4" - V-0" m ----------------------------- BENCH SIMULATE[) STONE VENEER COLUMN 4" C04:1RETE SLAB ON 8 MIL. POLY. VAPOR BARRIER ON COMPACTED FILL 0'21-Ofl BENCH . - - - -.1 —S�- P05T LAMP SIMULATED STONE VENEER COLUMN FLAZA FLOOR FLAN SCALE 114" a V-0" o� p Dep,t. of Cornnity 1-1, Daie�a �7 RELY ISTERE ARC STATt Of WASHINGTOM U (L) -4� c— E CV CD CXD "-- Q0 0-) r-- 00 x (D 00 m 0 Ln I) n V) CL = C> N eC W Lq a- (n Lij SHEET #: A7.01 DKA PROJECT #: 2606 24M I REGISTERED U N U -C O E N 0 cO 0 o0 x r� o °O m O o -� SHEET #: Al 02 • DKA PROJECT #: 2606 WE6T ELEVATION SCALE: y►► = 11-011 .lIM.11._.J�-✓_...1--L..-l_1-_J-L.J-�L-!_I--_....[:aTt-tarfiff UJ 1UlU.lUl_J U--.�_�1.U.__� U.UJ UU1 U-U l_� U-_U� UlU l_U_l_UIU U UI U11U_l�_1 U-IU U _1U UUl_L - Ul-lU 1U. UlU lU UUUU _UU-1 �U_ l 1_.0 U.U_1UU-I_U lUl _�_I U UI U U �l UIU U���UUU UIUI�_l U.� UUU IUIU 1UfU.�._IU._U U11U U U_� U� __l�_U U �_�.0 1 JU- _lU_ UJ U U1U� U U 1U U _ _IUUUUUI�4111 �U I-�J lUl_U1U_IU�. U U. U U� UUU�_�1U �(l _�1_U.U_1UUU.1U1_UIUIUI II UI.U..IUU.U.�U._UUUUJU.�_I U�__�..�UJUJU_1U1U1UU IU U1 lU U_JU U�UU� _.JUl--1� - t<�� l i ► II I i l it I I► I11I ii I I It I I II II I III III II I I II I I III I I I it I I I II I I II I I I I II III ► II I I I I II I I 1 I II III ► ii I I I �� I I I I i i �� I I I ii I i li I I li i U l II ► I l i �� I I I �� I I I �� �� I I N i► ITi ii i I it 6 8 NORTH ELEVATION SCALE: Y' - 11-011 N MATERIAL 4 COLOR 50HEDULE 1 ELDORADO SYNTNETIS STONE VENEER - LIMESTONE: COLOR- CASTILLO 1 VINYL WINDOWS: COLOR- coMFORT DESIGN MIUSCAT GROWN < > 2 ELDORADO SYNTHETIC STONE RAIN SHELF - LIMESTONE: COLOR- CASTILLO < S STOREFRONT DOOR: COLOR- ANODIZED 13RONZE < > 3 STUCCO: COLOR- EL REY 1632 PALE < STUCCO: COLOR- EL REY 1511 CLAY < > TRIM: COLOR- PAINT, SHERWIN WILLIAMS 6091 STURDY BROWN < IO STUCCO: COLOR- EL REY 101 DENIM < > 5 ARCHITECTURAL ALUMINUM SNAKES: COLOR- MOUNTAIN RIDGE, RESAWN SNAKE < 11 WOODEN CROSS: COLOR- PAINT SHEMIN WILLIAMS DIVINE WHITE 6 OFF -SET STUCCO TRIM: COLOR- EL REY 101 DENIM < 12 DOWNSPOUTS: COLOR- PAINT SHERWIN WILLIALMS DIVINE WHITE I NOTES ALL EXTERIOR WINDOW AND POOR3 ARE DOI,KE GLAZED ALLU'IM STORE FRONT ALL EXTERIOR WINDOW AND DOM WILL HAVE A U-FACTOR OF U-0 2,41 FACTOR - QAk ALL GLAZING T.O. IF FLR 4 m N ...:l., i_. w 5 I L_1l iI ► I (L (i 1 i iI (11 �_Li 1i__►_� i1 _I_I_i - L�T ►i'i11;1;1:1,11__a i.�_i :i1:1:I. JjJ J�(._1IJ-J__1 �1_I..�L_C 1._J_1._.��_._1_J.._J_l_ J1_ ��. �_ .LU__ .__J__l_.l1_._�._.__1_�..��_1 �'U_LUFI PdL4�� - �II I __�11 rI , I� I I I I � , � I l �� ,_ �� (�_ i i_ "��+s�:earn glee M I.M L1 1.1 i _I. I. _.I. i i � i � i , i AF ELEVATION SCALE" y1, -1,I_o,l 6OUTH ELEVATION OI ELDORADO SYNTHETIC STONE VENEER . LIMEBt0NE: COLOR- CASiILLO OELDORADO SYNTHETIC STONE RAIN SHELF - LIME5T0NE: GpLpR_ CA3TI1.L0 < >3 STUCCO: COLOR- EL REY 1631 PALE 4< > TRIM: COLOR FAINT, 9NERWIN WILLIAMS b0J91 STURDY BROW 05 ARCHITECTURAL ALIflNINUM 5NAl:ES: COLOR- M0lIN7AIN RIDGE, RE5AUIN SHAKE OOFF -SET STUCCO TRIM: COLOR- EL REY 101 DENIM OVINYL WINDOW: COLOR- C0IhFp(2i DESIGN MIU3CAt BROWN O810REFRGtJT DOOR: COLOR- ,glJppIZEA BRONZE �9 STUCCO: COLOR- EL REY 151I CLAY 10 STUCCO: COLOR- EL REY 101 DENIM 11 >WOODEN CROSS: COLOR- PAINT SFIERtUM WILLIAMS DIVINE WFIIiE �2 DOIU45POUTS: C0L0F2- FAINT SFIERIUIN WILLIALMS DIVINE WHITE ALL EXTERIOR WNDOW AND DOM AID pOUDLE Cj.AZEp ALLUMINUM STORE FIAT ALL EXTERIOR WINDOW ANp pOOR3 WILL NAVE A U-FACTOR OFF as %W FACTOR ■ W ALL GLAzM b 3 2 TA. PARAPET > REGIMRED ARCHI ECT- Ia JJ u - Cam. O 00 67) oo Q X p 00 0 -� a nQ� 2-5TORY APARTMENI.5 UTILITY POLE NEW FDC EXG FH:�< N P01 EXISTING TO REMAIN 5 uov — um PLANTER AREA I GARBAGE � REGYCL. „ 144 sc,�T Q 2' GAR OVEWANG m i t i I PLANTER AREA I — — 10, EA3MMENT 5INGLE 5TORY 51NGLE 5TORY PRIVATE PRIVATE f: 511 1=NG i RE511D NCE EXG ASPHALT RAMS' PER ADA REMIR51EdTS (SLOPE W MAX) 6 SOLIp LIGHT WOOD MNCE PLANTER AREA I POST OVERH • 0 C NEW STOW CATCH BASIN PLANTER AREA 2 —0 2, CAR OVERHANG PLANTER 0 a C C I C (-+� I �i C I C IANTER AREA 2 CQ C C C u "EN FENCE PLANTER AREA 3 MECRUNITS ANICAL, WOOD PENCE TrEP AREA I ® NEW STORM ® I CATCH BASIN /I EXISTM 30' r (D r- _ (�i C C C C C C C i I C C PL�tT1rR e�x I r I L � A 4 r ■r■ 6' ECBPN K �.Omnfernn•nowmmnwnmm"mm"nwrwwMrwnM��nNnM�n�w�nnR�nN�ineir w�r�iwwrnnMnnnwM,rnnn a �_ _ i_ _��_ _ I �7PrO i r' 2 OFfSET M63 !3, I - - 1 er!LJ f � I !►..- i j 3� I I� I �iwM• �� 36 I IICII' I IrI 3 NEW CHURCH N I+ I IrI S.120 60. FT. r w I I 2' GFFSET - I� t r I N io 2' OFFSET T a i l i r j 6�, 4' HIGHIEd.ACKI I i 1 I FENCCN�AIN LIMI!, I r 18° EAvE I I ===PLMtERA1;;9A4)+ ►� I I IAJ 0069 c T , r ; it I " I ROOF LINE I N I p 48' _ MECHANICAL -- � 6 501 I UNITE �� K �l ''MECHANICAL 1 I r¢ I I ..-...--------------------- - -�� UNITS r 1 PEpESTRIAN I I 4' H16H BLACK r / 266"Sam � t' PVC CHAIN LINK CATCH BASIN � ),4 ",. PLANTER AREA 1 � PLANTER AREA 5 fRQPERTY LINE �-_ _----________—_ -- ___ G- - _..--- -� EXG HRE EXTINGUISHER + + EXG I -->~t-- t IUATER STUB 1 ( i i I _ NEW STREET I LWINARY �- - �h I LU V J ( ,I I I + I �11�1��I1�1 AIRNAC MUM V SIDEWALK . fEXG STREET �� V �, XCs STREET -- ^. LIGHT —w— - - —w— __ —w-- — 14 w— ——W — — ---w-- — ---w-- __ ,� _.. —w— — —w— -- —w--- — —w— — C0 CODE INFORMATION OCCUPANCY A-3 CONSTRUCTION TYPE VB-SPRINKLED ALLOWABLE AREA (TABLE 503) A-3 OCCUPANCY 11,500 5F. BUILDING AREA: 9,120 SF. INTERNui ioNAL BUILDING CODE (IBC), 2009 INTERNATIONAL MECHANICAL CODE (IMC), 2009 UNIFROM PLUMBING CODE (UPC), 2009 INTERNATIONAL FIRE CODE (IEC), 2009 NATIONAL ELECTRIC CODE (NEC), 200E ACCE551B►LITY CODE ICC/ANSI AI17.1-2003 INTERNATIONAL RESIDENTIAL CODE 2009 WASHINGTON STAVE ENERGY CODE 2009 WASHINGTON STATE VENTILATION AND INDOOR AIR QUILDITY CODE 2006 50UT H 33(o 5TREET LIGHT LARGE CHURCH COMPLEX SIiE INFORMATION 61TE ADDRESS: 1860 S. 336 5T, FEDERAL WAY, WA 98003 ZONING: RM3600 PARCEL NUMBER: 11318200100 51TE AREA: W2 ACRES LEGAL DESCRIPTION: 20 STATE PLAT IN SEC 16-21-4 LE56 N 200 ET LESS FOR FOR RD5 LOT NUMBER: 20 PLANTS AREA PLANTER AREA 1 8,018 SOFT. PLANTER AREA 2 822 SOFT, PLANTER AREA 3 �12 SOFT. PLANTER AREA 4 145 SOFT. PLANTER AREA 5 809 SQ.FT, PLANTER AREA 6 125 SOFT. PLANTER AREA i 1,411 SOFT, TOTAL U64 SQET. PARKING REQUIREMENi5 SEE CIVIL SHEET CI FOR PARKING REQUIREMENT CALCULATION EXG STREET �IGHT 51NGLE 5TORY PRIVATE RE51D NC VACANT LAND -- ---w— -- --w-- — _ ►r-- r >wXG STREET LIGHT EXG STREET , LIGHT . 51TE PLAN aD I0 20 40 SCALE: I" - 20.0' NORTH LEDGEND -----� SANITARY SEWER ------++ WATER -- --o STORM SEWER N M e A55E65ABILITY ROUTE STORM CATCH BA51N FIRE HYDRANT s--A NEW LUMINARIES WATER METER N8" WATER STUB AL ASSESSABLE ENTRANCE N 0 Z O Q W U cr_ Q E N o 0 00 Q0 (� CC) Q �7 X CO 00 0 o g In a p_ -�[ — D 2005: Lekehaven Utility District neither warrants nor guarantees the accuracy of any facility Information shown, Facility locations and conditions are subject to held verbcation. SITE MAP �- SCALE. NT5 ENGINEER RUPERT ENGINEERING, INC. DAVE DORMIER 619 W. VALLEY HWY N. SUITE 101 0� AUBURN, WA 98001CD (253) 833-1116 0— ARCHITECT --D DON R KIRKMAN 36635 148TH AVE S.E. AUBURN, WA 98001 � (253) 833-1910 OWNER� Cl`a WASHINGTON CONFERENCE QE 5DA 32229 WEYERHAEUSER WAY SOUTH FEDERAL WAY, WA 98001 (253) 681-6008 VICINITY M-AF (5EE GIVIL SHEET #: A1001(.. VIGINT� MAP SCALE: NT5 DKA PROJECT #: ---- 2606