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07-102052 (3)W 0 Q 0 I- d z v 0 0 w 0 lr E r 1 0 0 N rS N rn Q SOILS REPORT NOTES THE FOLLOWNG SOILS REPORT NOTES FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOIL INVESTIGATION PERFORMED BY: LEGAL DESCRIPTION EARTH COLUTiONS NW, LLC 2603 151ST PLACE NORTHEAST HEIGHTS QTR LOT 2 I& N GO R SW PLAT No 3-22--6 RECORDING No Pat 271403 (8 A A PORTION QTR NW QTR SW QTR 33-22— EXC (BEING A REDMOND, WA 98052 t2�ER) SAID SUBDIVISION wQTR R 3— 2— 4 O AT CORNER PORTION OF NW QTR STR a3-zz-oa DAF: SF S10N OF SW GTRALONG 425-284-3300 TEL; 425-284-2855 FAX 9.41 FT 31 rx4 TO SE TN SOT-11-i0W ALONG W LINE OF SAID SW QTR 439.41 FT TH SBB--31-56W (SIC) 865.42 FT TO SE TH REPORT DATED JUNE 29, 2005 AND ALL SUBSEQUENT ADDENDUMS. CORNER OF LOT 1 KING CO SHORT PLAT NO t097026 RECORDING NO 9002271403 IN N56-18-36E IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS ALONG SELY LINE of SAID LOT 1 DISTANCE OF 150.03 FT TH N33-41-24W ALONG E LINE OF SAID LOT 1 DISTANCE OF 30.74 FT TH N48-48-51W ALONG SAID E LINE DISTANCE OF 13&71 FT TH REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, N30-12-58E ALONG SAID E LINE DISTANCE OF 114.92 FT TH see-59-25E ALONG SAID E LINE GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. ANY PROVISIONS OF THE SOILS DISTANCE OF 10.00 FT TO TM TH CONTINUING W-59-25E 40.01) FT TH NOI—OD-34E 60.00 FT TH REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE N88-59-25W 40.00 FT TO E LINE OF SAID LOT 1 TH Sol-OD-34W ALONG SAID E LINE 60.00 FT TO FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TPOB; ALSO EXC PORTION OF SW QTR NW GTR STR 33-22-04 DAR: COMMENCING AT SW CORNER OF SAID SUBDIVISION TH SDI-11-10W ALONG W LINE OF SAID SW Q1R 439.41 FT TH SSB-31-56W (SIC) TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT HELD REPORTS TH N5 1 - SE CORNER OF LOT t KING CO SHORT PLAT No to87.03 Fr TH ING N1 24W ALONG i4O3 TH N5F 1H ALONG SELY LINE OF SAID LOT 1 DISTANCE OF 15NG CERTIFYING THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR ID INE DIS ANC FE LINE OF SAID LOT i DISTANCE � 349.74 FT 7H N48-48-51W ALONG SAID E LINE DISTANCE OF SAID O SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A 13&71 FT TH N30-12-5BE ALONG SAID E LINE DISTANCE OF 114,92 FT TH SBB-59-25E ALONG SAID MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: PAVEMENT OF E LINE DISTANCE OF 10.00 FT TH NOI-00-34E ALONG SAID E LINE DISTANCE OF 12&00 FT TO TPOB FT TH NDISTANC 4W FT la NE 1 TH SMODAID LOT STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT. SUBGRADE PREPARATION OF BUILDING. THE ENOI-OLINE F SAID O-59-CORNEE SO -00-34CONTINUING ALONG820 FT FT TO T'?(AKA ALONG E LINE OF SAID LOT t DISTANCE OF CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL ERAL. WAY BOUNDARY IN CITY FEDERAL. TpOB'{AKA PAR121'B' AS DESCRIBED Nt DELINEATED PER CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO EXC PORTION LYING VLY OF LINE 3VEY ii PARALLEL WITH AND 67FTEASiERL SR 99t LINO2E SUR CONVEYED TO STATE OF WASHINGTON f j BY DEED UNDER RECORDING NO 2DO550=03059 ­1 lA ' Soline of the north KIM YONG �e KCAS POZPNT554 260' of the SW' 1; 4 of PARCEL 7204800202 REEAR @ ALUM. AP the SW 114 of v the N I —SET FLUSH WI� _ ll-1 SRAD � 1 '4 of Section 33, \ � Ek_EVATION = 351Township c2 north, Range 4 eat of the W.M. I iv � 1 0 i Wit. 1. v I r1 -w. rr, '�` t - �....! • � �` `�� � x<.� ,fin .� .:-:.,r 4 V K,t t d R � � r a N� �� Arm x. `.. .- s e Yr+ TL. ki- � TNT�T ,I r C ES7VIEW WEST PA RTNERS R PARCEL # = 7204800210 ` ?4 /- EXISTING MANHOLE / RIM - 3-0 2 1� TIIVG INV EL = 346,s 2s . North line of the South 2 If half of the SW 114 of V tr the } 4^ SW © i 4 f th e N o v I W ILL of Sec C� I � F_ jQ P CL tt 1 I I ! t Ow 1 x e m 1 so r G < t ' N v ! 1 j 1 \ ± M1 I 1@ , CRESTVTEW PP \` EXI- IBC) , 8 �� 1 13 40 72 .*`� `C� a} % d2 3 8 7 / \ 4�4 l6 45 41 ( 3 a l T N aT I V 17 72' _73 68 67 7,� - CURRENT OWNER &6 - F & M DEVELOPMENT 17786 DES MOINES MEMORIAL DRIVE SEATTLE, WA 98148 (206) 241-9098 ARCHITECT FILL SPECIFICATION ROSS DECKMAN ARCHITECT FILL MATERIAL SHALL NOT CONTAIN 4121 SOUTH MERIDIAN, SUITE 2-13 PETROLEUM PRODUCTS, OR SUBSTANCES PUYALLUP, WA 98373 WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, (253) 840-9405 OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, PARCEL NUMBER REGULATION, RULE, ORDER, OR STANDARD, 72OM200 NOTE EARTHWORK QUANTITIES ENGINEER Es ABusHING HODRRIIZON TTOG AID IN HORIZONTAL 9,962 CY CUT CONTROL. PLEASE CONTACT THE PROJECT 7,974 CY FILL ENGINEER WITH ANY DISCREPANCIES BETWEEN 1,988 NET CUT THE CAD FILE AND THE APPROVED PLANS OIJANMMM ARE FOR PERMIT PURPOSES IMMEDIATELY t3 Cr - ( G5 Z7 !09 BARKLEY APARTMENTS uTTIaTY NOTE LOCATIONS OF SAID UTILITY, EXCEPT SANITARY SEWERS, AS SHOWN ON THESE PLANS ARE Cl SEC 33 T 22N R 4E BASED ON UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION. THE / / CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND FEDERAL WAY, WA DEPTH DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING 2721d SL COVER SHEET - FILL VC GIV"t,DE THE UTITRU IES1`10 AND SURVEYING THE E CALLING AND VERTICA-424-5 LOCATION PRIOR TO CONSTRUC110N. THIS SHALL INCLUDE CAWNG 1-800-424-fi555 AND THEN POT HOLING 'r�.� ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL 276th SL Pa RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SOUND ENGINEERING TO RESOLVE ALL TOPOGRAPHIC NOTE PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUND ENGINEERING ASSUMES NO THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS LIABILITY FOR THE LOCATION OF UNDERGROUND Ul1LIilES. HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY TRENCH NOTE 2821d sL OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SEI CANNOT IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN SITE 284th SL ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION a THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN 2-09.3(3)8, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE INCORPORATED INTO THESE DRAWINGS AS A RESULT. SHALL BE RESPONSIBLE FOR WORKER SAFETY AND SEI ASSUMES NO 20% sL y, RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS S LLL MEET THE REQUIREMENTS South 1 i r e of the north OF THE WASHINGTON INDUSTRIAL SAFETY AND HEM , ACT, CHAPTER 49.17 RCW. h of 'the SW e of VICINITY MAP the 54V 4X4 of the NW KIM1l - of S rtion 33, J 0480 164ONG To�nshio j22 north, 1 /� SCALE: N.T.S. \ PARCEL = 7204800164 I 20' H Oak i Range 4at of the.h1. i or v — . I X X,... '." SY 727.5 _ �..2 4� Nem!«xk I 'w } py' a A4 .; 1 PAT1 PATIO ( WALL WALL TYP) PATI PATIO - � - f r � � House 2 XIONG CEEB LIME ^rs y LIJEt z,e I , } Ii. I I I PARCEL — 757 �, I ••°t � I � � _I # 5820400= 3 $ J x» i PA7j PAn arro Pan ~ y PAno ano val 1 \ BRAD TRUNNELL ll: vi .a -'ems» u- . s' .• Spx PATI / PARCEL 1 = 757562w o , PIQ..RM i n t ✓ a j( , t ,2. t k , f 3= >t �' rn ,. ,�. ..,. < . <.., , iO:Q Is i �, KT 1* PATNtICK FU,XTA PARCEL 7T �- 7575620420 ". x„s�ryt..r. ,3... ... t .e.. r„..,,. k �`�z-'�:,wa's'.n ,a� i '�.;n. r. w., w '�&'aE:�'�o:?.af.:,�•,,.Yn '�T�`>,�,a. ,_����'si 1 RETAINING ••740 / - - e� 'EST POOLAREA I GUEST _."„ - i.,�,", '= i GUEST \' ._- £' a"v i ( `'• "� .. I xx`, >s'^-...r. p. <t. p ! - / �I GUEST c sr } . - JOUIP, }( K ZNIaMusMe E5RMAN' AREA 13�?�*ha .:a,,,,, yr a : O I, t PARCEL # = 7575620430 'i. v� 360 '• A +;: +'�.az ,n;;«' i � � < r.. !� ( � ' ..: �-, I �"3 �,�E' e�''°si � I� t � v I Shed 1 P 29& � e..:'. �. - _ (� t 1W �: e � 'fin« 3 n� �.s�.r'fi' , a a '\ � \ W .••..'. I�-=�-.�.'-- ` '---iR � x {'s �. '- .. _ 374 297 �``s��t ,�:k, a '4�s� � e� 375 296 $ " rt v is-{.< 316Sxf:. .I ,. ✓ ;.,' y� 08 —� I .+1 ..}fix.; _ . ,.r .�' <s£`i 4-',.>a. t _-235 ,m .. `es'„;x�:b •,,..3, v^, .L.., _ \.. W — ..7-z � — _. ;. -:: Y :z.:,-• ..,. ,> �. ..,z 3 ': G y -:,"s, va rr,.,w-. a ..r:_ Q r? - vn, C -.z:: �zy'n- }. . . _ , s.. _. :L.. z t 6 '. ;: 'f 72 Z•ir:: -i} .. 89.Op r -k e , r `?-x s., '.;.... t �,.^{� y ':b t z _ .r<vT .. ,'al-.n- 1 .._y :A s .... .>...rv.. �'tr�L>3 kR:-. .. Ni - 'S.'^<"TLs -,'a 5i8 zoa - i ,- '> .� i'i't—`•`e,-v'� o'er > t �, Z � 1. f 0 � 4F x >e Y { s x: r 3 .� t> fi I 2s� _ 2 h W 4 292 - -• .."w-. ..... " S � .. _ ry '-:•=. .+i ""ems. � � •- � , � KGn w �� Y 320 a22 323 324 325 32s 327 CCCOIL 328 3?9 r , EXISTING PROJECT SITE COVERAGE STING % COVERAGE. PROPOSED VERAG BUILDINGS O SQ.FT.( 0% 42,892 SQ.FT.( 9 CONCRETE/PAVING Z,567 SQ.FT. 1%) 82,993 SQ.FT.( 16%) TOTAL IMPERVIOUS 2,567 SQ.FT.( 1%) 125,885 SQ.FT.( 25% LANDSCAPED/NATURAL 501,973 SQ.FT.( 99%) 378,715 SQ.FT.( 75%) TOTAL PROJECT AREA 504.540 SQ.FT.(100%) 504,540 SQ.Ft.(100%j 0S ONLY, CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. FLOOD PLAIN SITE LOCATION SITE OUTSIDE THE 100-YEAR FLOOD SHEET INDEX 27822 PACIFIC HWY S PLAIN PER FEMA FLOOD MAP C1 COVER SHEET - FILL & GRADE FEDERAL WAY 53033CI235F C2 EROSION CONTROL PLAN — FILL & GRADE KING CITY, WASHINGTON UPDATED 5.1995 G3 EROSION CONTROL NOTES AND. DETAILS- — FILL &GRADE UTILITIES WATER NOTE C4 GRADING PLAN — FILL & GRADE WATER: LAKEHAVEN UTILITY DISTRICT POWER: TACOMA PUBLIC UTILITIES WATER PLAN WAS DESIGNED IN TELEPHONE: QEEST COORDINATION NTH LAKEHAVEN GAS: PUGET SOUND ENERGY UTILITY DISTRICT 291 i ak..;3,- , fx ,'i' 4s. 1 r -x 290 N rc �. "-w ,f; �'- ,�c• s" ,t ' ; ` 1 - PA � - .. 1 LINK: FENCE T'lP. 289 -I amfa4' k TALL WITH 3 WIDE GATES '� a PLArEQUiP. ? CL INHERE. NECESSARY cW� 267 4 7 , ,. '42 PAT, AREA `i ` i?' lock I286 --'-!- Y 285- 284 , ( S i -j I ', S Q;4 TI ! ` �'IIeilnotad wetfard, 72 He'�niock - \ - edge vii#!. strea I `ram --`'~ I \ cQmppnent v 28'82i� 12' Hemtook OFT SURFACE/` (. - ! ,\ 3 et TRAIL ro / I I JEFFREY PROUIY 1 PARCEL 7575620460, .,�•��, 12" Fir12' Fir-.\ //, �it', 7 -.._ 'f8`" io5x»xf'ock I I OPEN RAIL - 14' Fir F CE (TYP) ..-- — "� -.,� � f 14" Y.emlock �' ./ T House 8 \, 16 Heffmf&ck--) _ter- \'N` �I/ �j/ V�' \I/ \✓ /i j 12 / Z-- Delineated wetland edge { 1 LEGEND q_ 2 SewVr ma�2ns ea�ment, t R c. No.659m6626 i PROPOSED EXISTING PROPOSED CONCRETE CURB ow WATER METER 0 \[/ I \i/ \t/ NO PARKING AREA. ❑P POWER VAULT ❑p �fl' y '-L -- - v v y �1�!GL1LL1 --SS SANITARY SEWER S - MANGE FERRER. — - W WATER LINE W ji - -- - - - - v - - _ � ^ - �`- - - `L' ._ - �- - I PARCEL 0 = 4222310480: ASPHALT PAVEMENT � STORM DRAIN SD i I t ROOF DRAIN RD i i I I STANDARD CONCRETE '• SAN SEWER FORCE MAIN —ETA y R rI i 1 -op POWER POLE P OrXtnea.ed n_.t2td dye t,^� - I ( t ! \ h� ) '� East quarts corner SEWER MANHOLE QS ❑s JUNCTION BOX pJ Y` r' / Section 33, w n s h i SEWER CLEANOUT • E— ANCHOR E— CATCH BASIN CONIFER TREE FLOW CONTROL MANHOLE STORM WATER WATER QUALITY VAULT OD - ° DECIDUOUS TREE CABLE RISER <` J north, Range 4 east i Found punch in " dl disc, 0.4' northw board reading "East i n nnr-r I-hWeS I f CI VENKATESH KANOALLU r b \J \j/ / h° i lei PARCEL # =L44M O490 J t h t i ROOF DRAIN • CLEAN OUT ❑T PHONE PEDESTAL oT GRAPHIC SCALE FIRE HYDRANT STREET LIGHT 40 0 20 40 eD 100 WATER VALVE N ROAD SIGN -n- INDIVIDUAL SEWER Is ( IN FEET ) GRINDER PUMP i inch = 40 fh PERMIT NO. 07-104577—CO RESUBMITTED AUG 2 3 2007 APPROVED BUILDiNG DEPT. DATE ' C5 SOUND ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 1019 PACIFIC AVENUE, SUITE 906 TACOMA, WA 98402 PHONE: (253) 573-OM - FAX:(253) 573.0142 wmimoundenginu m-soundOsoundenginccom PROJECT: BARKLEY APARTMENTS FEDERAL WAY CLIENT: F & M DEVELOPMENT 17786 DES MOINES MEMORIAL DRNE SEATTLE, WASHINGTON 98148 TEL:(206)241-9098 FAX:(206)243-0654 EMAIL PROJECT ENGINEER: P. HELLER E-MAIL: phellerftundenginccom DRAWN: PFH BY QR: TDH BY DATE SCALE:1"=40' -—A DATE: O > PROJECT *: 04154.10 z o rn rn m ,, -0 Cq SHEET NAME: .. COVER SHEET C D<O �- FILL & GRADE { C', { �0D Fn C1 > m III J iMJ m 6) go 0 r 0r Q SHEET 1 OF 4 0 A go -n r r 3 01 uj 0 Is J I U d- N 0 z a v 0 0 w 0 0 os E 0 1 n 0 0 N Ih N rn EROSION CONTROL LEGEND -"—"—"—"—"- FF SILTATION FABIC FENCE, SEE DETAIL C3 �P CATCH BASIN INLET PROTECTION, SEE DETAIL C3 CL CLEARING AND GRADING LIMITS CE CONSTRUCTION ENTRANCE, SEE DETAIL C3 BARKLEY APARTMENTS SEC 33, T 22N, R�A4E 12" RISER PIPE 033100 FEDERAL WAY, WA EXIT PIPE INVERT = 331.06 CZ ERO�ON CONTROL PLAN FILL $ GRADE TEMPORARY SEDIMENT POND SILT FENCE Tfl BE 'INSTALLED IMMEDIETELY IN i FRONT OF THE CLEARING LIMITS TOP OF BERM = 335,00 EMERGENCY SPILLWAY = 334 d0 ° ' \ cxT \ RISER 20' Hsn = 333,b0 <,. Vmw / - - BOTTOM = 329.50' \_\16�'rep t INTERCEPTOR DITCH C2 \ ( \ FF 1 CD ROCK CHECK DAM C2 1 \\ OTEGTION TO ANY EXISTING INLETS \ \ e"n•mral� nr T11r tl� eKITDAAIiC EXISTING GROUND 350.61 . 1p� CE ZDCD CL � • li�1 1 P 111/, o a .. GRAPHIC SCALE ( IN FM ) I Inch = 40 it House I \ ... / House 2 54 LF OF 12" ADS ! DRAINAGE PIPE - -- \ ' 6 0.55% k� D ' TYPE11 cBs#16 1REPIGH o-\ ` Vi i cnl In 1 nrinur I in \ \ �------ ...ate } \ CE DIVIDER' CB SILT HNPz TYPE 2 6 \. f 2 W/ SOLID LOCKING LID \ I RIM=333.50 j / _ m t R I h� LE =326.3p (E,S) 32 LF OF EMPORARY 12 ADS T / f) ( t DRAINAGE PIPE GUEST i" JEST\ GUEST !Gv r Guesr l:0 { C '- 1 i � / i 30 LF OF TEMPORARTY If ADS --- I { DRAINAGE PIPE TOP OF BERM = 335.00 RISER=333.00 3 1 3 3 BOTTOM = 329.50 EXIT PIPE I.E.=331"00 A SEDIMENT POND SECTION A NOT TO SCALE P OF THE RISER 10-YEAR STORM FLOW = 0,901 CFS REQUIRED F 12)"0.5)�294166)=0.14 SF == 1.7 DIAMETER EMERGENCY OVERFLOW = 334.00 'v f 12' Hem T S c EST GUEST ( I 1 \ 0 8.67% jil 372 _ 300 1 3r3 374 296 / k 2° / I �1 } ( \ . .. C2 THE -PZ" Fir �. 318 294. vI 293 �-- , TREE PROTECTION TO BE I 320 292 {i I - !f - NECESSARY PER CITY OF 32P 297 I 290 7 SEE DETAIL 2 ON THIS SH 3v2 I f 1 ID 323» 289 TREES TO BE<REMOVED TYP. 12' Hernlocr; _ 324 . 2es- n 32` 2s7 ) f tz" HmfMAXIMUM szs s2 - fr 38/ WATER LEVEL 285 > za4 i / a� FF �) arzie 328 \! a az' He ros } o . 329 t ._ f / CV _ / 2a3 /. r 330� P82 ! �r �} i - J 0�5> MIN. �// /6 ry LEVEL BOTTOM /\ \ \�\ E 280 2 MIN. TEMPORARY DIKE AND SWALE NOTES _ \ i" ORANGE CONSTRUCTION FENCE1. SEED AND MULCH SHALL BE APFJ%,WI` r Poaae ,r TO FOLLOW -CLEARING LIMITS DAYS z°r <s CONSTRUCTION (SEE VEGETATION). t' - V / 2 THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO j THE DIKE OUTLET. ® \ \ r " Fr s' 3. NO EROSION SHALL OCCUR AT THEDIKE OUTLET. PROVIDE ENERGY \ < Fir PROJECT AREA - 4 ACRES y ` { r r - DISSIPATION MEASURES AS NECESSARY. \ / - -_ T� _ r 4. SEDIMENT LADEN RUNOFF MUST B: RELEASED THROUGH A SMIMENT ' / �,s � i - TRAPPING FACILITY SUCH AS A POND TRAP OR SILT FENCE Af, -: P8 APPROPRIATE TO DRAINAGE AREA SIZE. c �1 `\ `- - y INTERCEPTOR DITCH DEVIL _ NOT TO -SCALE I L, a.•rth R / y}.- \✓ \i/ 4/ \�' \ \}/ \I/ - \�/ \i/ \I- \p TOP OF BERM = 335.00 EXISTING GROUND �1 3 X \v 3 BOTTOM = 329.50 3 SEDIMENT POND SECTION B N0T TO SCALE NOTES House 4 N CONSTRUCT BERM-' IF NECESSARY STABILIZATION ACTION i la'a la 1 / 1 a• . HORIZONTAL SPACING OF INTERCEPTOR DIKESfSWALES SLOPE SPACING 0 - 5% 30D FEET 5 - 10% 20D FEET 10 - 40% 100 FEET GRADING NOTE: DIRECT INTERCEPTOR DITCHES TO PERMANENT DETENTION/WATER QUALITY VAULT INLET STRUCTURES 1� 3 �n R 9 Z SOUND ENGINEERING, INC. CIWL ENGINEERS m LAND PLANNERS 1019 PACIFIC AVENUE, SUITE 906 TACOMA, WA 98402 PHONE: (253) 573-M - FA%:(253) 573.OUZ www.soundenginemm-sound@soundenginc com PROJECT: BARKLEY APARTMENTS FEDERAL WAY 1) 4' HIGH ORANGE CONSTRUCTION FENCE SHALL BE PLACED AROUND CHECK DAM N01ES F IE M DEVELOPMENT " "r"'ANT EXISTING TREE TREES INDICATED ON PLANS. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2' TO 4' 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE 17786 DES MOINES 1' MIN. QUARRY SPALLS VARIES SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE MEMORIAL DRIVE 2) WORK WITH THE PROTECTION FENCING SHALL BE DONE MANUALLY. SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. SEATTLE, WASHINGTON 98148 NO STOCKPILING OF MATERIALS, SOIL, DEBRIS, VEHICLE TRAFFIC, OR 6'MIN. TEL•(206)241-9098 FAX:(206)243-0654 STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN 8 °0000Qgo 00 " 2 ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2- TO 4- EMAIL THE LIMIT OF THE FENCING. NO MATERIALS SHALL BE PILED fj j oo°°oodd8o 24 MIN. INCH DIAMETER QUARRY SPALLS, THE QUARRY SPALLS AGAINST THE TRUNKS OF PROTECTED TREES o MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF SPALLS TO FORM DAM) TO ACHIEVE PROJECT ENGINEER: P. HELLER 3) THE TREE PROTECTION FENCES SHALL BE CLEARLY MARKED WITH 2' TO 4' bid COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO E-MAIL: pheller@soundengincmm THE FOLLOWING OR SIMILAR TEXT IN 4" OR LARGER LETTERS: QUARRY INSURE THAT THE CENTER OF THE DAM IS LOWER THAN "TREE PROTECTION FENCE; DO NOT ENTER THIS AREA; DO NOT SPALLS THE EDGES. DRAWN: PFH PARK OR STORE MATERIALS WITHIN THE PROTECTION AREA" FLOW fit 00� 2 N 3. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, BY CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS 4) THE AREA WITHIN THE TREE PROTECTION FENCING MUST BE �► o°o°°o� ° o° QR: ORANGE CONSTRUCTION/ COVERED WITH WOOD CHIPS, HOG FUEL, OR SIMILAR MATERIALS TO °�1°°0 MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE. - TD DATE FENCE. A DEPTH OF 8 TO 10 INCHES. THE MATERIALS SHOULD BE ° o o ° ° 4' TO 6" MIN. THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED PLACED PRIOR TO BEGINNING CONSTRUCTION AND REMAIN UNTIL AND MULCHED IMMEDIATELY AFTER DAM REMOVAL DRIVEN METAL "T" BAR THE TREE PROTECTION FENCING IS TAKEN DOWN. 2 4. CHECK DAMS SHAD- BE CHECKED FOR SEDIMENT SCALE:1"=4W (1 )rX JrX JCX10") OR 5) CONCRETE TRUCKS MUST NOT BE ALLOWED TO DEPOSIT WASTE OR 11 ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL DATE: 6' O.C. WASH OUT MATERIALS FROM THEIR TRUCKS WITHIN THE TREE �1 SEDIMENT SHALL GI REMOVED WHEN IT REACHES ONE PROJECT#: 04154.10 POSTS AT A MIN. OF 5' HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE bRIPLINE OF TREES. PROTECTION FENCES. ' -- 1r°08 Z. 6) IF ROOTS ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN SPACING BETWEEN ° $ -11 4" TO 6" ST A BURIAL (2') OF POST STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT FOR ALL CHECK DAMS o ° °O IN. ROOTS OVER 1" IN DIA. ALL EXPOSED ROOTS SHALL BE IR TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOILS THE SAME DAY, IF POSSIME, TO PREVENT DRYING. IF NOT POSSIBLE, BURLAP MUST BE PLACED ON ROOT AND KEPT MOIST AT ALL TIMES. ROCK CHECK DAM 4 NOT TO SCALE 2 TREE PROTECTION DETAIL TYP SCALE NTS PERMIT NO. 07-104577-CO PE MATTED AUG 2 3 2007 APPROVED CITY OF FEDERAL BUILDING DEPT. DATE SHEET NAME: EROSION CONTROL PLAN FILL & GRADE C` SHEET 2 OF 4 AST SuBmIllAt AUG 23 2001 i 0 I 0 0 0 N ri N a SEEDING NOTES 1. HYDROSEEDING SHALL BE APPLIED TO SLOPES INDICATED OR AS NEEDED. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. 2 HYDROSEEDING TO BE THE FOLLOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBA) 10% 92% 90% ANNUAL RYE (LODUM MULTIFLORUM) 40% 98% 90% CHEWING FESCUE 40% 97% 80% {FESTUCA RUBR COMMUTATA) JAMESTOWN BANNER, SHODOW, OR KOKET) WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10% 96% 90% 3: APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 20DO LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPUED WITH SEED MIXTURE. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. STOCKPILE NOTES SOILS STOCKPILES SHALL BE SET BACK A MINIMUM OF 51Y FROM DOWN GRADIENT DRAINAGE FEATURES SUCH AS CHANNELS, PONDS, STREAMBANKS, ETC. 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN SILT FENCE NOTES BARKLEY APARTM ENTS INSPECTION SCHEDULE CONSTRUCTION SEQUENCE NOTE: ALL OF THE BELOW ITEMS CONTAINED ON -SITE SHALL BE INSPECTED 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH FEDERAL WAY. AN 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT WEEKLY AT A MINIMUM BY THE CONTRACTORS EROSION CONTROL INSPECTOR TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS SEC 33 T 22N R 4E 1. CONSTRUCTION ENTRANCE: EROSION CONTROL LEAD PERSONS NAME AND PHONE NUMBER SHAD- BE DESIGNATED ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A THE CONSTRUCTION ENTRANCE SHALL BE INSPECTED ONCE A WEEK DURING THE DRY SEASON AND PROVIDED TO THE CITY AT THIS MEETING. ,nt SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FEDERAL WAY, WA AND AFTER EVERY RAINFALL EVENT DURING THE WET SEASON. IF THE ENTRANCE IS NOT 2. FLAG AND FENCE CLEARING LIMITS FASTEN2 POSTS SHALL BE SPACED AAT BOTH ENDS O MAXIMUM OF 6 FEET APART AND DRIVEN EROSION CONTROL NOTES & DETAILS - FILL & GRADE TO KEEP THE STREETS FREE OPREVENTING SEDIMENT FROM F EDMENTESHALLLTBE USED. THIS MA, THEN YLTERNATIVE NC UDE STREETURES SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). SWEEPING, AND INCREASE IN THE DIMENSION OF THE ENTRANCE, OR THE INSTALLATION OF A 3. INSTALL INLET PROTECTION ON CATCHBASINS LOCATED IN PACIFIC HWY SOUTH. 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 WHEEL WASH. 4. INSTALL CONSTRUCTION ENTRANCE INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE JOINTS IN FILTER FABRIC SHALL BE SPLICED ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE BARRIER. THIS TRENCH SHALL BE BACKFlLLED WITH WASHED GRAVEL AT POSTS. USE STAPLES, WIRE RINGS, OR ROADWAY SHALL BE REMOVED IMMEDIATELY. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF 114E PAD. 5. INSTALL PERIMETER PROTECTION (FILTER FABRIC FENCE). 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINT'S OTHER THAN THE APPROVED SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE EQUIVALENT, IF STANDARD ENTRANCE, TEMPORARY FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. 6. INSTALL SEDIMENT POND INCLUDING OUTFALL STRUCTURES, DISPERSION TRENCH, OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, STRENGTH FABRIC USED UPON PROJECT COMPLETION OR PERMANENT STABIUZA110N BY PAVING, THE QUARRY SPALLS AND INTERCEPTOR SWALES SHOWN ON SHEET C2. TIE WIRES OR HOG RINGS THE WIRE SHALL EXTEND INTO THE TRENCH A SHALL BE HAULED TO WASTE, AND NOT INCORPORATED INTO THE PROJECT. MINIMUM 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES 7. GRADE SITE PER GRADING PLAN. (SHEET C4) ABOVE THE ORIGINAL GROUND SURFACE. ( I ( FILTER FABRIC - 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED 2 TEMPORARY AND PERMANENT SEEDING: TO THE FENCE AND 20 INCHES OF THE FABRIC SHALL BE IX1T74DED INTO ' I f z SEEDING MAY BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS. DURING THE DRY THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES SEASON, AREAS THAT HAVE REACHED FINAL GRADE, OR ARE NOT BEING ACTIVELY WORKED, ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE ( ' SHALL BE SEEDED WITHIN FIVE DAYS. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE STAPLED TO EXISTING TREES N MOISTURE, BUT NOT WATERED TO THE EXTENT THAT IS CAUSES RUNOFF. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS DURING THE WET SEASON, ALL DISTURBED AREAS NOT BEING ACTIVELY WORKED SHALL BE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A SEEDED OR STABILIZED WITH MULCH OR PLASTIC SHEETING. CAE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS DURING THE WET SEASON, NO MORE AREA SHALL BE EXPOSED THAN CAN BE CONTROLLED WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. AND EFFECTIVELY STABILIZED BY THE END Of EACH WORKING DAY. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE I (It TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL OTHER APPROVED AREA HAS BEEN PERMANENTLY STABILIZED. 6' MAX. MINIMUM 4"x4" TRENCH / EROSION/SEDIMENTATION CONTROL FACILITIES HAVE BEEN INSTALLED AND ARE FUNCTIONING & FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH �/ iv PROPERLY. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY U / BACKFILL TRENCH WITH ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER (100 PERCENT REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. NATIVE SOIL OR 3/4"-1.5" COVER FOR AREAS THAT RECEIVE SHEET OR CONCENTRATED FLOWS) SHALL BE RESEEDED, 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. POST SPACING MAY BE INCREASED WASHED GRAVEL j� IF RESEEDING IS INEFFECTIVE, AN ALTERNATE METHOD SHALL BE USED. TO 8' IF WIRE BACKING IS USED // SEEDED AREAS SHALL BE INSPECTED AFTER EVERY RAINFALL EVENT DURING THE WET 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. SEASON. ANY AREAS THAT EXPERIENCE EROSION SHALL BE RESEEDED AND PROTECTED BY 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 2"x4" WOOD POSTS, STEEL FENCE MULCH, IF THE EROSION PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL BE FIXED 12. INSTALL DOWNSLOPE OF EXPOSED AREAS NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT AND THE ERODED AREA RESEEDED AND PROTECTED BY MULCH. 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 3. MULCHING - MULCHING SHALL BE INSPECTED ONCE A WEEK DURING THE DRY SEASON AND AFTER EVERY RAINFALL EVENT DURING THE WET SEASON RIP RAP NOTES SILTATION FENCE DETAIL 2 MULCH SHALL BE INSPECTED TO VERIFY THAT THE PROPER THICKNESS IS BEING MAINTAINED STANDARD EROSION CONTROL NOTES IN o ALL RIP -RAP PADS/LININGS SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF NOT TO SCALE IF APPLICABLE. THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP -RAP TO BE REASONABLY ANY AREAS THAT EXPERIENCE EROSION SHALL BE REMULCHED AND/OR PROTECTED WITH A / 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF � WELL GRADED WITH THE ROCK GRADATION AS FOLLOWS NET OR BLANKET. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL CITY OF FEDERAL WAY NOTES BE FIXED AND THE ERODED AREA REMULCHED. ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE TYPEt MAX STONE SIZE 8" • THE SITE IS SUBJECT TO WET WEATHER RESTRICTIONS/REQUIREMENTS AS OUTLINED IN THE 1998 KING COUNTY CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. MED. STONE SIZE: 6 MIN. STONE SIZE: 2' SURFACE WATER DESIGN MANUAL (KCSWDM). THE TIME FRAME DURING WHICH WET WEATHER APPLIES IS FROM 4. PLASTIC COVERING: PLASTIC SHEETING SHALL BE INSPECTED ONCE A WEEK DURING BOTH THE WET AND DRY 2. IN CAE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, Z OCTOBER 1ST THRU APRIL 31ST. DURING THIS TIME PERIOD, ALL PROJECT DISTURBED AREAS GREATER THAN SEASON. ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL 5,000 SQUARE FEET THAT ARE LEFT UN -WORKED FOR MORE THEN 12 HOURS SHALL BE COVERED BY ONE OF TORN SHEET MUST BE REPLACED AND OPEN SEAMS REPAIRED. AGGRAVATE THE SITUATION MUST CEASE AND THE TYPE 2 MAX STONE SIZE: 24' THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE APPUCANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION MED. STONE SIZE: 16' • THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD COMPLETELY REMOVED AND REPLACED. OR MITIGATION MEASURES. RESTORATION ACTIVITY SHAD- CONTINUE MIN. STONE SIZE: 4' PRIOR TO CONSTRUCTION AND CONSTRUCTION FENCING ERECTED. DURING THE CONSTRUCTION PERIOD, NO WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. DISTURBANCE BEYOND THE FENCED/FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING/FENCING IF TIRES ARE USED TO WEIGHT DOWN THE PLASTIC SHEETING, THEY MUST BE DISPOSED OF PROPERLY 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER MULCHING NOTES SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DRAWING SH41 BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE GRADING OR PROPOSED SODDING OR SEEDING. 5. ROCK CHECK DAMS, PREPARATION, 1. MULCH MATERIALS USED SHALL BE STRAW OR HAY • THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED AHEAD OF OR IN CONJUNCTION WITH ALL CHECK DAMS SHALL BE MONITORED FOR PERFORMANCE AND SEDIMENT ACCUMULATION 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED AND SHALL BE APPLIED AT THE RATE OF 2 TONS CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DURING AND AFTER EACH RAINFALL PRODUCING RUNOFF. SEDIMENT SHALL BE REMOVED 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. PER ACRE WITH MINIMUM DEPTH OF 2 INCHES. DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. WHEN IT REACHES ONE-HALF THE ORIGINAL DAM HEIGHT OR BEFORE. MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO • THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH ROWS AROUND THE EDGES OF THE DAM. CONTROL EROSION AND SEDIMENTATION, THE APPUCANT/CONTRACTOR 2. MULCHES SHALLBEAPPLIED IN ALL AREAS WITH EXPOSED SLOPES'' GREATER THAN 2:1. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN`' SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. THAT PORTION OF THE CHANNEL ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSIEMS. PLASTIC COVERING NOTES 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL OR IN AREAS WHIM -CANNOT BE SEEDED ;BECAUSE OF • ANY AREA STRIPPED 'OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS 6, OUTLET PROTECTION: 5s AN -ANY AREA WHCH EN 4AS STRIPPED OF VEGETATION OR THE SEASON ANTICIPATEDFOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS INSPECT AND REPAIR AS NEEDED AFTER EACH RAINFALL PRODUCING RUNOFF.ADD ROCK AS EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER MEET THE REQUIREMENTS OF THE STATE STANDARD SPEgFICAT10NS SECTION 2 COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING 4. ALAREAS NEEDING MULCH SHALL BE COVERED BY SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 104F001 GRID SPACING IN ALL NOVEMBER 1. DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE A LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD, 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER ROW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. EROSION CONTROL NOTES 1. EROSION CONTROL MEASURES MUST BE INSTALLED, AND SUBSEQUENTLY, INSPECTED AND APPROVED BY THE CITY OF FEDERAL WAY PRIOR TO SITE CLEARING. ALL NECESSARY EROSION CONTROL FACILITIES MUST BE PROPERLY MAINTAINED DURING ALL PHASES OF SITE DEVELOPMENT TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE WSDOT RIGHT-OF-WAY AND/OR ADJACENT PROPERTY. 2. THE INTENT OF THE EROSION CONTROL MEASURES IS TO PROTECT DOWNSTREAM PROPERTY OWNERS FROM LANDSLIDES, SEDIMENT BUILDUP, AND DOWNSTREAM CHANNEL SCOURING. IF THE INTENT OF THE REQUIREMENT IS NOT MET, THEN ALL BUILDING AND CONSTRUCTION ACTIVITY ON SITE SHALL BE DISCONTINUED AND DIRECTED TO MEETING THE INTENT OF THE REQUIREMENT. CONTRACTOR NOTES 1. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS. APPROPRIATE DEPTHS MUST BE SUBTRACTED FOR VARIOUS SUBGRADE REQUIREMENTS. WHERE PROVIDED, GRADING SHOULD BE COMPLETED PER SPOT ELEVATIONS PROVIDED ON SHEET C5. 2. ALL SUBGRADES SHALL BE GRADED TO PROVIDE DRAINAGE. NO STANDING WATER AREAS ARE ALLOWED IN LAWN OR LANDSCAPE PLANTING BEDS EMERGENCY ACCESS NOTE A 21Y MINIMUM PAVED ACCESS WAY SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES TO PROVIDE EMERGENCY AND FIRE VEHICLE ACCESS TO EXISTING BUILDING. R = 25' MIN. 4'-8' QUARRY SPALLS BACK OF EXISTING ASPHALT 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY TOP -DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION 8-15.) 2 THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. CONSTRUCTION ENTRANCE NOT TO SCALE (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). • ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. • THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH, OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. • AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. • STABIUZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. • ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. • WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). • WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. s _• s saw r }Is=1!123 h i L INLET PROTECTION: CATCH BASIN INLET PROTECTION SHALL BE INSPECTED FREQUENTLY, ESPECIALLY AFTER EVERY RAINFALL PRODUCING RUNOFF. IF THE -INLET PROTECTION BECOMES CLOGGED, IT SHOULD REPLACED. INLET PROTECTION FABRIC SHALL BE REPLACED WHEN TEARS ARE DETECTED. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.INSPECTION SHALL OCCUR AFTER EVERY RAINFALL PRODUCING RUNOFF. IF CONCENTRATED ROWS ARE EVIDENT UPHILL ON THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT POND/TRAP. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO ROW AND THEN CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. EROSION CONTROL INSPECTION NOTES A LICENSED PE IS RESPONSIBLE FOR INSPECTION OF THIS PROJECT AND FOR COMPLETION OF THE ENGINEER'S INSPECTION REPORT FORM. THE CONTRACTOR, ENGINEER AND OWNER SHALL COORDINATE ALL INSPECTIONS AND ALL COSTS INCURRED SHALL BE THE APPUCANT'S RESPONSIBILITY. THE APPLICANT, CONTRACTOR, UCENSED PE, THE ESC LEAD AND THE CITY OF FEDERAL WAY' INSPECTOR SHALL BE PRESENT AT THE PRECONSTRUCTION CONFERENCE TO COORDINATE ALL INSPECTIONS ADAPTER SKIRT - RETRIEVAL STRAP a M OVERFLOW V (FLOWS) ASS PEAK GEOTEXTILE FABRIC (MIRAR 70OX OR a APPROVED EQUAL) CALL 48 HOURS BEFOREi DIG :!• , WORK IS ANTICIPATED FOR A PERIOD EXCEEDING 5 DAYS, 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 ALONE: WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIB• SOUND ENGINEERING, INC. 7. THE CITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND CML ENGINEERS - LAND PLANNERS ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND 1019 PACIFIC AVENUE, SUITE 906 SEDIMENTATION CONTROL FACILITIES THE APPLICANT AND/OR TACOMA, INA 98402 CONTRACTOR SHALL NOTIFY THE CITY FORTY-EIGHT HOURS IN PHONE (253)573-OM-FAX:(253)573-0142 ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL www•mundmglmcom-soundDsoundegfnccom INSPECTION. PROJECT - INSPECTION NOA - INSTALLATION OF EROSION CONTROL BWLEY APARTMENTS FACIUTIES/PRIOR TO CLEARING. FEDERAL WAY INSPECTION N0.2 - COMPLETION OF CLEARING. INSPECTION NO.3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. CLIENT: INSPECTION NOA - COMPLETION OF PROJECT. F & M DEVELOPMENT INSPECTION NO.5 - AS NEEDED TO DETERMINE COMPLIANCE WITH 17786 DES MOINES APPROVED PLANS AND/OR SPECIFICATIONS MEMORIAL DRIVE (DOES NOT REQUIRE ADVANCE NOTICE.) SEATTLE, WASHINGTON 98148 TEL: (206)241-9098 FAX: (206)243-0654 & ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL EMAIL: BE IN ACCORDANCE WITH THE CITY OF FEDERAL WAY STORMWATER MANAGEMENT MANUAL AND THE KCSWDM. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT PROJECT ENGINEER: P. HELLER E-MAIL: pheller@soundenginc.com DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF- WAY. 10. CONTRACTOR SHALL PROVIDE CITY OF FEDERAL WAY WITH NAME & PHONE DRAWN: PFH NUMBER OF PERSON RESPONSIBLE FOR EROSION CONTROL INSPECTION AND BY OVERSIGHT PRIOR TO CONSTRUCTION. A RECORD OF INSPECTIONS SHALL BE QR:T KEPT AND PROVIDED TO THE CITY OF FEDERAL WAY UPON REQUEST. 6Y DATE 11. THE CONTRACTOR SHALL AT ALL TIMES HAVE AVAILABLE FOR THE PROJECT SUFFICIENT QUANTITIES OF PROTECTIVE COVERING MATERIALS TO IMMEDIATELY STABILIZE ALL DISTURBED AREAS IN CASE THE PROJECT SCALE:1"=W ENGINEER OR CITY DIRECTS HIM/HER TO COVER DUE TO OBSERVED DATE: MIGRATION OF SOILS OR INCLEMENT WEATHER. PROJECT #: 04154.10 SEDIMENT ACCUMULATOR-f PROVIDE CB INSERT'STREAMGUARD FOR SEDIMENT' OR APPROVED EQUAL MANUFACTURER'S NAME: FOSS ENVIRONMENTAL ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 TELEPHONE: FOR INFORMATION: (800 9D9-3677 INLET SEDIMENT PROTECTION NOT TO SCALE PERMIT NO. 07-104577-CO SHEET NAME: RESUBMITTED EROSION CONTROL NOTES & AUG 2 3 2007 1 DETAILS - FILL & GRADE FFEDERAL C3 APPROVED BUILDINGDEPT. DATE SHEET 3 OF 4 GRAPHIC SCALE ( IN FEET ) 1 inch = 90 it S 345.80 00 G 345.3 11, MEN ® 344.50 q. 3 ----RD ; __Y_-tin- d I �.N ♦ A ♦ '01INO MANHOLE M _360 EV lTJNG V Ei_. = 3466 12 .� L_JP ❑tad_,T; F - BARKLEY APARTMENTS TYPICAL RETAINING WALL NOTE SEC 33, T 22N, R 4E RETAINING WALLS'. ARE NOT, INCLUDED IN THE FILE: & GRADE PERMIT SEPARATE BUILDING � PERMITS SHALL BE OBTAINED BY THE OWNER OR FEDERAL WAY, WA CONTRACTOR FOR RETAINING WALLS BEFORE 8 GRADING PLAN - FILL & GRADE THEYARE CONSTRUCTED.: RETAINING WALLS TO BE BiDDER DESIGNED. WHERE WALLS ARE SHOWN ADJACENT TO se \ \ PROPERTY LINES, FACE OF. WALL IS TO I MATCH.PROPERTY LINE. Z o / a -■P.70 MEN BW 338.00 C / 33 8.30 ` _ c TW 338.50 1W 33/ Mw mam MEN NEW W 332.0 2. / 340.90 34 �30 6 �.., _ MEN W 330.50 `^ur RD - - - RD RD RD-RD t _._a_RD_-i -RC\` � ME MEN RG ouse 2 ' O 1 � �-- I Y cy) r: it � � LLJ ! 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'rvS_ -....2 x, a ,> .,.. �--. t. .. xt•.+. it > . .r .. _ v..'r-.. --Fc -'Fx¢- '" ».r, e �<. � r+N: . , u-. -.r a. 2ex3 ..e£e s. r ....\+'Y-n`� � v.. .r« w'✓F. ,,n.: k.ss .Qts.. <r, 3.e. _r ..-.. ,.,, -;: ,,, .: '. .- ,.>.'. 2..<4 .>: �'='. , >. .n A.... "<#, ... -.. t s, Y. .:' C.. ;e •... . - �..> „w. x .Y r 4 ... tk.. , fft. .„1. ,, .rv, .. v _:... - - £+' ${.s..fi_ -.5 _. 1 t .Y" ��� , . `! Y.-...... if ..ft .}C.. >, s tYq-••. - .'+Fri s „ .,., 3s<. ,..,- .. .. • - �.. aF.: , w.. x.. - .. . ,.v .-.� .,, ,eo. .. .:v' 9F .. i Y \_. «. ! ss c .. .,.....c t-.. '.:€" .-. .>.a ak✓ >. .. .. :... -_.. ,. w',. *: __ �,. .F. ,�.. x, a :.._ ..- .r .., ys .. .. n: ., a 4 ,:. >',_ v - >,,. .. .. s=.c 2 a. , .: ., G 'Ye. t. txv:, .Y•'-.. , v; <: ' a , v : sx ,. 4-._. ...... " �-.s. u _ p .. ,1. , .-*� 4 .r. ,, ,.. x .. -s a, .a R ... a �. y..•� � . > ,.,r .;: _. 8 -. ,.. W.�rv.W..y� <. .._. .. 3 .. �£ _ � .. _ Yr «..,, s$«=,z _. r 1 ...v.,.... a. €'• z• £_, yrS. r....r,.. .,. 5' :� Fe£, -,. .< < , .>.. .- .. ( t t s 5a- .,. rc _< - - sz � 340.20 �,,.� ' � ; � , � w - � .. � i i ! � � { i �k �k r '` ; �� . 1 ` ✓ r---___ _- _� 5. ;. - 4s�•°.'tn G',lr�<d"" '� „F II 33330.00 0 GUEST 7:G:UEST ESS "tjF W30BW 30.GU S7 Nouse 5ri 1 0 GUEST so I GUEST i 391_ _ � �,� � �,° I i I 'I i - �' \ FG 337.90 �,� �.� � ;a } r • � �I y � soo ti I n, C' 372 -- sy f4 : i ! i + 3 00 �°` V�vx h r j _ ! (Jj f i I M W 1.5 299 � �� ,�' � , ,v a v � f t t � � ~+ � s�7b s , f \ 1 i ' 1 �# �'* -'`u � #r- ;z . '.yr..•v'{.j{ t,fi#',�s„ I _ � I i ` I i \ °. � � � :a ,«e.;e�} *r r I ! � 45G I � wF nE<i �`�. Jd' �-. �. .d: a �_ �. '• � �Y�d'r� .0 _•,l r " I �.s- { � - I 314 _ ?3 �� 3 �•3» - C' ZO� 315 297 296 .�96 ( .v=,..°;ufi4�� „v "'xi�,•"_""e€ x a °`fir ! -. r . a �'i „�, .- _ � r �r� a � a � '� I I i � i � \ �. _ � < - 295 7 - - - - r sty 294- : o cm� � .-•}� 338.60: '��J°%a '" -,,, _- � , W.M1" 9 ;;�- $ _ % ��, 9. FILL STANDARDS ., a 292 R} �' ,�.. ._.�'''��. "<_,: _x :. ,., >i :;:': e- r, 1 )1 !_� 3 FILL l 'A 'L� SLOPM'SHALL NOT BE STEEPER THAN SOILS ENGINEER 291 � + RECOMMENDATIONS. FILL SITES MUST 8E APPROVED BY �• '�• 32r I d 339 00 f 1TIE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. F ; 322 R 289 ..' .'`hsr.,,..a'°' :-t^^'"`..,Y�"" 1_-L ! � � : 1O. r 'a t • � PREPARATION OF GROUND V£3 � _ �- ' � � , _ �, ;-� ti� ` 339.00 t` ( �� 3 �. � `ff1E GROUND SURFACE FOR FILLS OVER FIVE FEET IN HEIGHT SHALL BE z�� °` d ��a l Q ( T' \� PREPARED BY REMOVING VEGETATION NONCOMPLYING FILL, TOPSOIL, gib �t�g 324 1 338.70 AND OTHER UNSUITABLE MATERIALS SCARIFYING TO PROVIDE A BOND 283 339.30 ( ( xeL ---"� t � � , ! r WITH THE NEW FILL; AND WHERE Exam SLOPES .ARE STEEPER THAN RID(. _ f t , 256 9: I ' 3 8.50r HORIZONTAL TO 1 VERTICAL, BY BENCHING INTO COMPETENT EMRES Av a MATERIAL AS DETERMINED BY THE ENGINEER. THE BENCH285 UNDER THE ( 1 ( IDE OF A FILL ON A SLOPE STEEPER THAN 5 HORIZONTAL TO 1 327 i 1 ! �" 1 ! ` i ! � � � > > -� -r � 5, 3� , , t I ( VERTICAL SHALL BE AT LEAST 10 FEET WIDE, OR AS RECOMMENDED 284 ( o "'` 339.00 HY A SOILS ENGINEER• GENERAL NOTES I 283 q 38.50 �,h SETBACK FROM PROPERTY LINES 329 } u i 4 t ¢ y_ r (FOR PRIVATE DEVELOPMENT) THE TOE OR CATCH POINT OF FILL SLOPES SHALL BE SET BACK 282 1. ALL MATERIALS AND WORKMANSHIP IN CITY OF FEDERAL WAY RIGHT-OF-WAY FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING 281 SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR THE LATEST TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER SOUND ENGINEERING, INC. 331 ( STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD AND CONSTRUCTED FOR THE PROJECT. ylt t ^ I { SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND AS AMENDED CMAMENDED ENGINEERS LAND PLANNERS 1019 PACIFIC AVENUE, SUM 906 BY CITY OF FEDERAL WAY OR THE STATE FILL DEPTH SET BACK DISTANCE TACOMA,WA98402 / 2. IT WILL BE THE APPLICANTS OR HIS AGENTS RESPONSIBIUTY TO UNDER 5 FEET 2 �T PHONE: (253) 573-OM FAX:(253)573-0142 �S`0 \ '/ CONTACT ALL UTILITY COMPANIES TO COORDINATE CONSTRUCTION. www.scundengincmmsound@mndengmc.cwn \ ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE 5 40 FEET HEIGHT OF FILL APPLICANT AND MUST BE IN ACCORDANCE WITH THE STANDARDS OF THE OVER 40 FEET 20 FEET CITY. 11. ISSUANCE OF A SITE DEVELOPMENT PERMIT. BY CITY OF FEDERAL WAY DO PROJECT: / 1 j 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THE NOT IMPLY OR SIGNIFY THAT THE PROPOSED WORK COMPLIES WITH THE BARKLEY APARTMENTS APPLICANT OR HIS CONTRACTOR SHALL HAVE THE UTILITIES VERIFIED REQUIREMENTS OF OR IS ALLOWED BY OTHER CITY ORDINANCES, FEDERAL WAY ON THE GROUND PRIOR TO ANY CONSTRUCTION. REGULATIONS, OR REQUIREMENTS, OR STATE OR FEDERAL LAWS. APPLICANT WILL ACCEPT SOLE RESPONSIBILITY AND LIABILITY FOR CLIENT: 4. ANY REVISIONS TO THESE PLANS MUST BE RENEWED AND APPROVED BY COMPLIANCE WITH ALL STATE, FEDERAL, AND LOCAL RULES, THE CITY OF FEDERAL WAY DEVELOPMENT ENGINEERING SECTION PRIOR TO REQUIREMENTS, LAWS, ORDINANCES, AND REGULATIONS. F & M DEVELOPMENT ANY IMPLEMENTATION iN THE FIELD. 17786 DES MOINES \ \ C r f \ 12. THE SITE DEVELOPMENT PERMIT MUST BE POSTED BY THE DEVELOPER MEMORIAL DRIVE 1 5. UPON COMPLETION OF THE PROJECTS PRIVATE STORM DRAINAGE SYSTEM, A `ENGINEER'S INSPECTION REPORT FORM,' SIGNED AND STAMPED ACTIVITY AT THE DRIVEWAY THE DEVELOPER NVILL BE RESPONSIBLE FOR �EFOR THE DURATION OF THE ONSTRUC110N EEL: 0SEATTLE6)241�90NGT (206)243 0654 BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON MUST BE l \ \ \ \\ \ L. a - - v HERPROO SUBMITTED TO DEPARTMENT ENGINEERING .PRIOR TO ISSUANCE OF A M INTENANFlNG OF THE PERMIT, POSTING APPARATUS, AND EMAIL: FINAL OCCUPANCY PERMIT AND PRIOR TO RELEASE OF ANY FINANCIAL y � GUARANTEE POSTED BY THE APPLICANT. -\I/ .\;✓ � �. 13. THE CITY IS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH PROJECT ENGINEER: P.HELLER 6. BEFORE WORKING IN THE CITY RIGHT-OF-WAY, THE APPLICANT ACTIONS AS REQUIRED TO ENFORCE THESE REGULATIONS. E-MAIL pheller@sDundenginc.com SHALL- } �} 14. SHOULD THE CITY BECOME AWARE OF CONDITIONS THAT INVAUDATE THE A. OBTAIN A GENERAL PERMIT FROM THE CITY ORIGINAL DESIGN DATA USED TO OBTAIN THE PERMIT OR DETERMINE THAT DRAWN: PFH B. SUBMIT A FINANCIAL GUARANTEE TO THE CITY TO ASSURE THE APPLICANT IS NOT COMPLYING WITH THE CONDITIONS OF THE PERMIT BY S 345.80 i ( 1210 SATISFACTORY COMPLETION OF THE WORK. OR APPROVED PLANS THE CITY MAY REVOKE THE ORIGINAL PERMIT 349.80 350 0 F 345.3 I i I w 4 10 C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT AND/OR ORDER WORK STOPPED ON THE PROJECT. THE CITY MAY QR: TDH 5� �' \ 44.50 344.50 I REQUIRED BY THE CITY. REQUIRE THE APPLICANT TO RESUBMIT INFORMATION OR PLANS FOR BY DATE 7• THE CONTRACTOR SHALL NOTIFY THE APPLICANTS ENGINEER IN THE RENEW AND APPROVAL AND APPLY FOR A NEW PERMIT. I f :t EVENT OR DISCOVERY OF POOR SOILS, STANDING, GROUNDWATER, OR SEVERE DISg2EPANgES FROM SOIL LOG DESCRIPTIONS AS NOTED ON SCALE:1"=40' iI FG Y2 THESE PLANS DATE: F 8. EXCAVATION STANDARDS PROJECT #: 04154.10 �, p7 0 43 Gr 31 CUT SLOPES yy. t t •S,4i7*�,�.. 'aft z33.'&�'8;,k,T'F�ik5�rif£t, >x ` a 7;SF".�Lfi,.. ixx 3" 4 3 (HJ < r„ SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, OR ; ` i > 41{5 PERMIT NO. 07-104577-CO SHEET NAME: 3rEkf, r -U ,,: rr AS RECOMMENDED BY A SOILS ENGINEER. ^.ice, *, ,1n,'.d{auJx ,r .,; <'�-t. `S, Au.a x 3: 43. �" THE CATCH POINT OF THE TOP OF THE SLOPE SHALL BE SET BACK FROM ��I�T � THE PLAN }.. N.w'.. ,..t' 3:3''`...-`:`:.�`e >a. 'z'»r' `•v-,, ,"..C? _- Y?zx,rF>h'Y, �.\7GI� s„ p,,ps THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE F0110IMNG FILL & GRADE 35 3 t TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE ENONEER AND AUG 2 2007 35352 \ 0__\48 \ �3A4 CONSTRUCTED FOR THE PROJECT. - - - -' y- .ems �/�� CUT DEPTH SET BACK DISTANCE CITY OF FEDERAL W f JV - T _ 9, �---�-_--- _ 1 ��G1 '' � _-_ UNDER 5 FEET 2 FEET APPROVED 4a �eT-�P8 � l cc 5 20 FEET HEIGHT/2 �, �. - ✓ `5 OVER 20 FEET 10 FEET C• DATE SHEET 4 OF 4 IST St18MTTTAL V tr 2 3 200`I 60. A©E. IJ�1111L�I � M FLDG ' _ '4 3�0011 my �L .ELM 68592L E ® 89.00 SEWER GRIN )ER ., bLi and performance standards will be evaluated to O��, -� �fia�♦♦♦♦♦t��♦ mitigation proJecL WATER METE FIRE LINE- :L To mitigatee for 1'7,%0 square Feet o1Z=,wnt wetland and stream buffer on m � r ��♦♦♦♦♦♦♦♦♦♦♦♦MA IV, 11 IVA MA Intrusion, the proposed project will Inimum OF 64,454 square feet of V 11 --4 0.06 V / / . �/ 11 .DDnD(1¢Fn WATER EXISTING MULTI —FAMILY o II n CONCEPTUAL MITI GAT I ON GRAPHIC 50ALE NTH ( IN FEET ) 0 25 50 100 SCALE. 1"=50' PLAN LM6END PROPERTY LINE EXISTING CONTOUR PROP05M CONTOUR WETLAND BOUNDARY E-- 100' WETLAND BUFFER --- APPROXIMATE STREAM LOCATION WETLAND FLAG • TP-1 TEST PLOT # -' - - _ 7.-I RECREATION AREA PER FEDERAL WAY MUNICIPAL CODE (INCLUDES BOTH ACTIVE AND PASSIVE REC. AREA. ONLY PASSIVE REC. AREA TO OCCUR WITHIN NISPA BOUNDARY) X PROP05ED OPEN -RAIL FENCE (NGPA BOUNDARY) ® PROP05W INFORMATIVE SIGN PANORAMIC PHOTO POINT PERMANANT BUFFER INTRUSION (INCLUDES STRUTURES, TRAIL, AND ACTIVE 17560 Cf�F REC. SPACE) + +`++,++`+`+`. TEMPORARY BUFFER INTRUSION (TO BE 313g7 SF + + + + + + + + + + RESTORED AND ENHANCED) AFNOT FECTED BY DEVELOPMFFER ENHANCEMENT ENT ACTIVITY 64,454E ' > J PA5S1 PEG. AREA FFER ENHANCEMENT AREA WITH 1b41 SF BUFFER ADDITION 14A62 !'. Boa°'��♦®®®♦: 's��?e%�♦%a��►� %%♦� ��♦�♦�♦�♦���♦���feet OF additional. provide: ' no not loss buffer area. The proposed. �s♦♦♦eee♦ee♦♦♦♦♦e�♦i♦i♦i♦e'�i``.♦i♦i♦i♦�-♦s�►♦i♦i♦♦♦Oi♦i♦i♦i♦\/AULT- SEE mitigation measures will be evaluated through the following objectives aid performance s, ,a , CI\/IL PLANS ��♦wow♦,,u+,�♦�♦♦♦♦���♦♦♦♦���♦�� _ ♦��j�. Otjective [A - Increase Alt>♦ �♦�♦�,��♦�♦♦���♦♦mow♦♦��♦ �♦j�♦♦♦I�buffer orecis where intrusions and modification ore proposed order , Increase the value of the natural biological support function. M - In the watiand and areas where planting ehhorwwnents are proposed, percent survival of planted woody species must be at least 100% at the end of Year 1, and at least 65% at the end of the monitoring period. Objective- '13- Incorporab*, habitat features (ie., bird nest boxe�,� elown logs and brush plies) into the enhanced buffer areas to improve stormwater energy dissipation, wildlife +.. habitat ontl Increase the value of the natural biological support function. 'Ferformave Standard-. In the wat�7id'and stream buffer enhancement ore ere planting .r6 enharceme-rcs ore proposed, there will be, at swallow Installed o' existing large tree6. Boxes shall be provided where feasible, and .'%�glnq existing vegetation. Pown logs and stumps will be „plozed in the outer edges of the modified buffers, These, habitat features will only be placed where ICMA&* ' ooi*wdbt"-F�s 1 5 without causing skfiff lcorl; disturbance i , the bwters� ROP Objective .- .. . enhanced or Standard - After exotic and Invosive plant • : �► . ' total Canadamitigation areas. These species include Scot�s broom, Himalayan and evergreen hedge bindweed, Joponese �n knotweed, English Ivy, , 5TORMNATER Discourage Inappropriate pedestrian use of sensitive areas and remove existing 015GHAR(5E debris within the on -site wetiond, stroom and buffer by providing maintenance and STRUCTURE awropriote, pedestrian cmenities and experiences relating to sensitive areas. Objective�, � Provide a pedestrion pathway at the outer edge of the buffer with and plant the outer . discourage pedestrian oacess into the sensitive areas. -!�Standard- Maintain spath"and remove •. . Provide Wormational signage at approximately 100-foot Intervals a" the 1outer ,!' of the Performance Standard. Maintain he signaIge throughout the maintenance period. Cn SOMM ' Rr = 362.07 tE Top o/ overflow = 360J4 wl •O COVER SHEET 4 OVERVIEW PLAN W2.0 PLANTING PLAN, PLANT 50HEDULE $ NOTE5 W2.1 PLANTING PLAN 4 51 TE DETAILS V42.2 PLANTING 5PEC I P I CATI ON5 4 DETA I L5 4121 SOUTH MERIDIAN, SUITE 2B 10141 PACIFIC AVE., SUITE qOb PUYALLIP, WA gb373 TACOMA, WA gb4O2 PHONE: (253) &40-g4O5 PHONE: (253) 5?3-0040 CONTACT: R055 DECKMAN CONTACT.- BRETf ALLEN, PE ENVIRONMENTAL CONSULTANT TALASAEA CONSULTANTS, INC. 15020 BEAR CREEK RD. NE WOODINVILLE, WA gb017 PHONE: (425) bb1-1550 CONTACT: JASON WALKER, A95OGIATE NOTES 1. SITE PLAN INFORMATION PROVIDED BY- RO% DECKMAN ARCHITECT, 4121 SOUTH MERIDIAN SLATE 213, PUYALLUP, WA gb3713. PHONE: (253) b40-4405 2. SURVEY AND CIVIL INFORMATION PROVIDED BY SOUND ENGINEERING INC., IOIq P I I I AVE., SUITE qO6, TACOMA, WA q 573-0040. NOV Q 8 2006 APPROVED FOR CONSTRUCTIONCITY OF FEDERAL WA BY: BUILDING DEPT, CITY OF FEDERAL WAY PLANNING DEPARTMENT DATE: Soo O t— V i II a IU EL EL Q p <C O��R} Vua�� aX-Uu� lu Ck O W- UJ AVVIL �1A41 � N z �y a � z z o4 Date 25 MAY OS a Scale AS NOTED Designed Drawn -d- Ic6 a Checked -N Approved 85 m m F Project # q27 Sheet # PLANT SGHEVULE TREES SYMBOL SCIENTIFIC NAME COMMON NAME WL STATUS SPAGIN6 QTY. SIZE (MIND NOTES ACER CIRGINATUM VINE MAPLE FAG- AS SHOWN 25 4' HT. MULTI -STEM (3 MIN) ACER MACROPHYLLUM Bl6-LEAF MAPLE FACU AS SHOWN l 5-6HT'. 51N6LE TRUNK, WELL BRANCHED D CRATAE6U5 DOUeLA511 BLACK HAW114ORN FAG 5' O.G. ab 24" HT. MULTI -CANE (3 MIN) — PIGEA 5ITCHEN515 51TKA SPRUCE FAG AS SHOWN 41 2-3' HT. 54B, FULL # BUSHY • SORBUS SITGHEN5I5 SITKA MOUNTAIN ASH NL AS SHOWN 16 5-6' HT. SINGLE TRUNK, WELL BRANCHED OO THUJA PLIGATA WESTERN RED CEDAR FAG AS SHOWN 3a 4-5' HT. BdB, FULL t BUSHY O THUJA PLIGATA WESTERN RED CEDAR FAG AS SHOWN 64 2-3' HT. BdB, FULL f BUSHY TSU&A HETEROPHYLLA WESTERN HEMLOCK FACU- AS SHOWN 35 4-5' HT. BdB, FULL d BUSHY T5WA HETEROPHYLLA WESTERN HEMLOCK FAGU- A5 SHOWN 4& 2-3' HT. 5413, FULL tI BUSHY SHRUBS SYMBOL SCIENTIFIC NAME COMMON NAME WL STATUS SPACING QTY. SIZE (MIN) NOTES G CORNUS S3RICEA RED -OSIER D06W000 FAGW 510.6. 114 fall HT. MULTI -CANE (3 MIN) @ LONIGERA INVOLUCRATA BLACK TWIN BERRY FAG+ 3' O.G. 51 161, HT. MULTI -CANE (3 MIN)' p MAHONIA AGJUIFOLIUM ORE60N GRAPE NL 3' O.G. 22a la" HT. FULL 8 BUSHY p RIBE5 5ANeU INEUM RBA CURRANT NL A5 SHOWN Ia 24" HT. MULTI -CANE (3 MIN) 0--- R05A GYMNOGARPA BALDHIP ROSE FACU 3' O.G. 12a la" HT. MULTI -CANE (3 MIN) ROSA NUTKANA NOOTKA ROSE FAG 50.0. 102 18" HT. MULTI -CANE 0 MIN) — 5ALIX LASIANDRA PACIFIC WILLOW FAGW+ 3/SYMBOL 60 4' GUTTING & VIA. MIN., BARK INTACT O SALIX 51TCHENSIS SITKA WILLOW FAGW 3/SYMBOL 165 4' GUTTING & VIA. MIN., BARK INTACT (D-- 5YMPHORIGARPOS ALBU5 COMMON SNOHBERRY FAGU 3' O.G. 95 ib" HT. MULTI -CANE (3 MIN) COIR LOG (DETAIL 4. W2_j CORNUS SERICEA RED -OSIER 006WOOD FAGW AS NOTED 36 V CUTTING PROVIDE IN CLUSTERS OF 3 AT 12" O.G. BUFFER SEED MIX (PROVIDE AT ALL EXPOSED SOIL AREAS) % SEED BY SCIENTIFIC NAME COMMON Mn- WL STATUS WT. _ FESTUCA RUBRA RED FESCUE FAG+ 50% APPLICATION RATE PER ACRE: A6R05TI5 TENUIS COLONIAL BENT6RAS5 FAG 50% 40# SEED MIX —WILBUR ELLIS FERTILIZER5-10-{O 50%Ii3PU 120# C-QUIV. 1000# ERO-FIBER WOOD MULCH OR EQUIV.— — — — — — — — — D L t INDIVIDUAL o •'' SEWER GRINDER Mal l * PUMP SYSTEM 1 IS 88.55 l i i EXISTING —J1 I MULTI -FAMILY —� o DEVELOPMENT }� 1 : (NOT A PART) --- GENERAL NOTES i i PROPOSED WATER 88 1. SILT FENGIN6 AND OTHER EROSION CONTROL BMP'S WILL I I MAIN EXTENSION INTO BE INSTALLED ALONG EXISTING WETLAND EDGE 11 CRESTVIEW PHASE 1 ADJACENT TO CONSTRUCTION AND AT THE CLEARING LIMITS DURING IMPLEMENTATION OF THE MITIGATION i `� PER LAKEHAVEN DIRECTION PLAN. 2. SEE CIVIL PLANS FOR GLEARIN6/6RADIN6, DRAINAGE, AND EROSION CONTROL BMP'S FOR SITE CONSTRUCTION. TO ' " ®®'° ®®® •-( 3. TALASAEA SHALL FLAG EXISTING VEGETATION REMAIN. ORANGE CONSTRUCTION FENCING SHALL BE +� INSTALLED AROUND FLA66ED VEGETATION PRIOR TO CLEARING AND GRADING. 4. SEE CIVIL FLANS FOR ALL GONSTRUCTION RELATING TO THE STORMWATER FEATURES (e.g., outlet/Inlet pipe r elevations, and 03 s). ' 5. SEE CONSTRUCTION SPECIFICATIONS ON SHEET W22 FOR p O DETAILS RELATING TO IMPLEMENTATION OF THIS PLAN. GENERAL PLANT I N6 INSTALLATION NOTES 1. PLANT TREE #/OR SHRUB 1/2" 1416HER THAN DEPTH GROWN AT NURSERY. 2. FOR CONTAINER TREES #/OR SHRUBS, SCORE FOUR SIDES OF ROOTBALL PRIOR TO PLANTING. BUTTERFLY ROOTBALL IF ROOT GIRCLIN6 15 EVIDENT. 3. AFTER PLANTING, STAKE TREES ONLY IF NECESSARY (LEANING OR DROOPI)9) OR IN EXP05W AREAS. 4. TREE STAKES TO BE VERTICAL, PARALLEL, EVEN -TOPPED, UN5GARRED AND DRIVEN INTO UNDISTURBED SUBC-RADE. REMOVE AFTER ONE YEAR. 5. WATER IMMEDIATELY AND THOROUGHLY, HEAVIER AT FIRST, 2 OR 3 TIMES PER WEEK T'HROU61i THE DRY SEASON, THEN LESS UNTIL ESTABLISHED. 6. FERTILIZE ALL TREES AND 5NRU35 WITH AN APPROVED SLOW RELEASE FERTILIZER APPLIED AT MANUFACTURER'S SU66ESTED RATES. 1. ALL PLANTIN6 PITS SHALL BE AMENDED WITH A SOIL MOISTURE RETENTION A6ENT TO ASSIST IN KEEPING THE 501L MOIST DURING THE DRY SEASON. \ ®S 0 Q GRAPHIC SCALE NTH ( IN FEET) O 15 30 60 SCALE:1 "=30' L, ock 180 Hemlock 8*38'3 WZ72 I.. 6t 0 � -.tom - -a�' f � � : �_„ ° �� ��" . ;� ■ -��� o `;;;'' �4 °' o � ��7, / ,!� • •. � '�' r//.�" r � W► � yob os°_ 4 � _ :_• r � �o ro�p I � 010104 o �p n post - `'•, aril O - pnrj \ r G • �� ®� • spa d �7rO i _ 3 o0 — ,"i ■ , •• Syr 75`� •.:% Q� r „. itBLDG ^ WATER METER 7� Delineated *wetiond edge with*streom .��► o D VA M PLAN LE6ENID PROPERTY LINE EXISTING CONTOUR — — WETLAND BOUNDARY 100' WETLAND BUFFER —� —APPROXIMATE STREAM LOCATION PROPOSED OPEN -RAIL FENCE HABITAT FEATURES (DOWN L065, STUMP5) ® !dolt /,°aa.o7 � �► �► ,li'o " O O Q W ��1�0 0 ®fib` - ©'a °°� `' L� �D = � s�1_:'+ �► � `�: �r Q 1�180 Hemlock ` Delineated - WETLAND A 1 T � --------------- MATGHLINE -SEE SHEET N2.I ------ — Delineated wetland edge—� ny`7� 1 F18" Fir Cn How I H iCf) NOTES I. SITE PLAN INFORMATION PROVIDED BY: R055 DEGKMAN ARCHITECT, 4121 SOUTH MERIDIAN SUITE 2B, PUYALLUP, WA 46313. PHONE: (253) &40-4405 2. SURVEY AND CIVIL INFORMATION PROVIDED BY SOUND ENGINEERING INC., IOIQ PACIFIC RESUBMrTTI AVE., SUITE 406, TACOMA, WA Qa402, (253) NOV 20Q6 5'13-0040. APPROVED FOR CONSTRUCTION CITY OF FEDERAL BUILDING DEP BY$ CITY OF FEDERAL WAY PLANNIN6 DEPARTMENT DATE: O �-- � P to z Q 1- Q lu � Z = L < JU v 7 v A Q UJI iu Q 11L IL -4 1 N � H a z m a o�Q V m o �on s — Date 25 MAY 05 Scale A5 NOTED Designed JW Drawn JW. K6 G Checked JW �F Approved US W �g F Project # Q2"1 � �z 0.A PROPERTY LINE EXISTING CONTOUR — -- WETLAND BOUNDARY 100' WETLAND BUFFER --I-- —APPROXIMATE STREAM LOCATION — _ — • — _ — PROPOSED OPEN -RAIL FENCE HABITAT FEATURES (DOWN LOGS, STUMP5) GOIR LOGS W/ CUTTINGS, (SEE DETAIL 4, W2.1) NOTE: SEE SHEET W2.0 FOR PLANT 56HEM LE CHAMFER TOP OF P05T 45 DEGREES TO A DEPTH OF 1" ON ALL FOUR SIDES. INFORMATIVE SIGN PER CITY STANDARDS 4" x 4" PRESSURE TREATED POST TO BE SET IN CONCRETE PITCH SUFA6E TO DRAIN FOOTIN9 WITH NATIVE SOIL n 6RANH.AR SUB -BASE SCALE: NTS d s \3 •ale 3S s ss g 13 13 ®� \ 4p� GRAPHIC SCALE NORTH ( IN FEET ) O IS 30 60 SCALE: I"=30' NOTES! I. TALALSAEA CONSULTANTS SHALL FIELD LOCATE AND STAKE TRAIL CENTERLINE IN THE BUS AREAS. TALASAEA CONESULTANTS SHALL REVIEW AND APPROVE TRAIL LOCATIONS PRIOR TO GONSTRUCTIONL 2. CONSTRUCT WOOD CHIP TRAIL UPON COMPLETION OF SUBSRADE EARTHWORK. TRAIL SHALL BE 5 FEET WIDE BY 6" DEEP OF COARSE HOOD K LC 4 OBTAINED ON SITE. ® ,0 \4/ .1j/ \V iV MATISHLINE SEE SHtET W2 6 1�v Def�ineoted wetlandd edge �a -4, NETLAND A Ilk t Def(neated wetland edge Q, \A s V (SEE DETAIL 4 SHEET W2:) 4 -IV Fes. a W 7 pelin\ieated wetland edge STREAM 1 o M EXISTII ,p5 ST T1 DISC (ORIE OF STREA 1 $ , IF, + 16' wide waterline easement 1 CHAMFER TOP OF POST 45 DEGREES TO A DEPTH OF 1. ON ALL FOUR SIDES 4 x 4" PRESSURE -TREATED FIR POST 2 x 6" PRESSURE TREATED FIR RAILS, SPACED P-6' O.C. INFORMATIVE SIGN PER CITY STANDARDS /^ PITCH SURFACE TO DRAIN FINISH ELEVATION MIN k '' CONCRETE FOOTING 1 - 1=f-•—BACKFILL WITH NATIVE SOIL 4" — COMPACTED 69ANULAR SUB-BP6E . . i 12" BUTT -JOINT FASTENS WitHREE-3 STAINLE55 5T� DECK SCREWS. POST/RAIL CONNE NOTE 1. OPEN -RAIL PENCE TO ALIGN WITH LAND GRADIENT. 2. TREAT WITH CLEAR PRESMVATIVE UPON 6014PI.ETION OF INLSTALLA710K 3. ALL FASTENERS TO BE GALVANIZED STEEL ry- TION 24" Fir 0 346 6 348 EXI5TING 5TORMWATER DISCHARGE 5TRUGTURE r') • SDMH 0 Rrm = 367.70 IF 12" cmp East = z 92" conc. N50E _ IF 1 c West = PT I / / /) 4" Cedar 0 0k 12" Fir 16" Fir j i +1b +,a I Fir SId 18" FIr 1�Fr Mini 7 t Fir 7'S6,T E �454.32 / — �- — — ®yjF�far""b�\, < `I iJ�`' < tlll t 12" DIA. COIR LOG -/�� LIVE STAKES (TYPJ SECURED WITH LIVE INCLUDE CUTTINGS FROM STAKES GORN15 SERICEA ��� (SEE PLANT SCHEDULE) NOTE PROVIDE CUTTINGS IN CLUSTERS OF 3, 12' O.G. ALTERNATE SPECIES AT 6' INTERVALS. PREPARE PILOT HOLES WITH RE3AR SPIKE. IOU !n In 4 dl j NOTES FIi _ Lu W N I. 51TE PLAN INFORMATION PROVIDED BY: m z RC65 DEGKMAN ARCHITEGT, 4121 SOUTH o e O MERIDIAN SUITE 2B, PUYALLUP, WA 98313. m v U PHONE: (253) &40-g4O5 �u_ w 2. SURVEY AND CIVIL INFORMATION PROVIDED I>~ v U a BY SOUND ENGINEERING INC., IOIq PACIFIC F g AVE., SUITE g06, TACOMA, WA g840 1 Date 25 MAY 05 - z 5-13-0040. �3 Scale AS NOTED g � Designed JW APPROVED FOR CON5TRUGTION NOV 0 8 2006 Drawn JW. K& a w Checked JK u F CITY OF FEDERAL AY Approved US .8 5Y. RI III DING CUFF m F CITY OF FEDERAL WAY BANNING DEPARTMENT Project #4 g2l 115 m� aA D Sheet # N2.1 o © N i/ -� a C r I\r y i;diii91 .mil yr 1 • L �.v.+ v.— W, I I�M�•JCi t] I4W-- •, rim Electronic valves shall be same maufacbmw as the site irrigation system, or shot[ be Ram Bird PES Series or equal if system is not contiguous with the site system. Valves shall be sized to accommodte pressure ad zone consumption requrements of the system and shall be installed below grade In Gerson (or equal) valve boxes. Wiring shalt be Insulated multi-stre d, taped to the man at b` intervals with duck tape wraps. On -grade Man ad lateral lines shall be Gass 200 PVC bell pipe with solvent welded fittings, secured in place with wire staples where necessary on sloped areas. Lines shall be placed 12" below grade n 4" PGV sleeves where vehicular or mantenanae access is needed across 14nes to the mitigation a ea. Maxtmun man Ine size shall be 1" and may be looped hack to the POG to reduce p�reassure Toss. Lateral Imes stall be sized in decreasing dowrstrean order per Ran Bird destcyn stan�rds the minimum lateral size shall be �' ". Heads shall be rotor ar t installed 4' above Contractor shall be responsible for watering plants nnedlately upon Installation, and again over the entire planting area upon completion of landscape installation. Irrlgotion b required within the wetland m)ttgatton tree far at (east two growing seasons following planting to ensure adequate plant estabiistrnent. Contractor shall remove tree stakes and guy wires two years after installation unless receiving written permission from Tolosaea Consultants to remove stakes and guy wires one year after Installation. Contractor shall correct erasion and drainage problems as required. Contractor shall remove silt ferncng upon receiving critten permission to do so by Tolosaea Consultants, usual[ one yeas aFier the Agencies have approved the mitigation construction. Rese ifie area by herd seeing with seed mix consistent with ttat used on adjacent planted areas. LS�on completion of the one year maintenance, an inspection by Tolasaea Consultants 11 be conducted to confirm that the mitigation area was properly maintained. If items are to be corrected, a punch list stall be prepared by aid submitted to the Contractor for correction. Upon correction of the punch list items, the project shall be reviewed by Talasaea Consultants for final closeout of plan Implementation. ♦ ITEM MIN. SIZE I DIAMETER COMMENTS Down Logs 0' length,with without ots 19" dla. min. Bark Intact 10' trunk w/roots 20" dia. min. Portially clecatited, if possible MULCH 3" DEEP 24" VIA RING ♦ s - � - r I , ' I Rhizomes, tubers, corms, ad bulbs stall have a minimum diameter of 15 inches. Gliu divisions shall be well -rooted portions of mature plants with a minimum height of b" crf plant growth above the ground surface. Contractor shall be responsible for the removal of construction materials and debris on the site following Installation of plant materials. "6WARM&4111 BACKFILL PLANTING PULL WITH NATIVE Sc 501L TO STABILIZE ROOTBALL. GUT AK STRING, AND BURLAf BACKFILL REMAINIM PLANTING HOLE PER SPEOFIGATIONS. Al, BACKFILL AS NOTEU INSTALLATION NOTES USE A 24" 5T� BAR OR MARLIN SPIKE AT LEAST 1/2" DIA. AS A PILOT WHEN PLANTING GIJTTIN66 IN DENSE OR GRAVELY SOIL INSERT SPIKE TO A MIN. OF I INSERT CUTTING AND TAMP ° AROUND BASE. INSERT CUTTINGS MANUALLY INTO PILOT HOLE TO A DEPTI .OF AT LEAST 162. LEAVE A MIN. OF 30" OF CUTTING ABOVE GROUND SURFACE TO ALLOW FOR SUCCE55RA SPROUTINS OF LEAVES. 26x2" HEMLOGK/FiR. STAKES, LOCATED OUTSIDE OF ROOTBALL. FASTEN w/GMAINLOGK TIES. STAKE WITH NO EXPOSED WIRE ENDS. NEITHER STAKE OR WIRE MAY TOUGH TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 3. OF BARK MULCH IN SAUGER TO WITHIN 3" OF THE TRUNK. REMOVE CONTAINER OR PULL - BACK TOP PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. NOTES, {. GUTTIN65 SHALL BE SPECIES AS NOTED IN THE PLANT SCHEDULE. 2. CUTTINGS SHALL BE AT LEAST 1/2" VIA. AND W (mInJ IN LENGTH. 3. CiJT 1NSG MUST BE ALIVE WITH SIDE BRANCHES CLEARLY REMOVED AND BARK INTACT. C.UTi'INSS SHALL BE PLANTED WITHIN 24 HOURS OF GUTTING. 4. THE BUTT ENDS SHOULD BE CLEANLY CUT AT AN ANGLE FOR EASY INSERTION INTO THE SOIL. THE TOP SHOULD BE GUT SQUARE OR BLUNT. 5. CUTTINGS MUST BE FRESHI AND KEPT MOIST AFTER GUTTING. THEY SHOULD BE PRUNED AND INSTALLED THE SAME DAY. 6. DIP BOTTOM OF GUTTING IN A PLANT ROOTING HORMONE PRIOR TO INSERTION INTO THE SOIL. SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BAGKFILL. BACKFILL PLANTING HOLE I/2 FULL WITH NATIVE SOIL, TAMP 501L TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BACKFILL REMAINiNG PLANTING HOLE PER SPECIFICATIONS. AMEND BACKFILL AS NOTED IN THE INSTALLATION NOTES. ♦- _♦♦r ..� a-,_-� EXISTING NATIVE SOIL BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, LIGHTLY COMPACT SOIL AROUND ROOTS AND ALLOW WATER TO SETTLE. DO NOT LEAVE AIR POCKETS. BACKFILL REMAININr5 PLANTING HOLE PER SPECIFICATIONS. AMEND BAGKFiLL AS NOTED IN THE INSTALLATION NOTES. FINAL GRADE. SCARIFY 51DE5 OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. FOR BARE ROOT PLANTING ON %OPES, INSTALL PLANT U°R16W ON LEVEL SOIL TO ASSURE COVER OF ROOTS ON DOWNHILL SIDE Or PLANT. COMPACT SOIL UNDER ROOT MASS EXISTING NATIVE SOIL FORM TEMPORARY 5" MT. WATER DAM AROUND TREE WITH SOIL TO HOLD WATER. REMOVE WITH FINE GRADE (TYPJ SCARIFY SIDES OF PLANTING HOLE. MAKE SURE MOLE HAS 6000 DRAINAGE. EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL. DECIDUOUS SET TREE STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. CUT AWAY WIRE, STRING, AND BURLAP. BACKFILL RE-WNiNG PLANTING HOLE PER SPECIFICATIONS. AMEND BACKFILL AS NOTED IN THE INSTALLATION NOTES. RESUBMITTED NOV 0 8 2006 CITY OF FEDERAL U BUILDING DE€'T, Date 25 MAY OS Scale A5 NOTED Designed JW Drawn JR K& Checked JW Approved 66 Project 42i Sheet # o� -*-0450 ELEVATION A E4ST_PDF PAGE 1-1111105 12:22:12 PM T.O. ROOF 00 ti rn M.P.O. ROOF 00 ti rn T.O.P. STAIRWP co T.O.P. rn 0 3RD FLR. F.F T.O.P. 2ND FLR. F.F 00 rn 00 1 ST FLR. F.F. N UNIT 3.0 UNIT 3.0 UNIT 3.013 SIDE ELEVATION UNIT 3.0 UNIT 3.0 UNIT 3.013 0 1' 5' 10, (EAST) SCALE: 1 /8°=V-0" T.O. ROOFco uo M.P.O. ROOF h 3RD FLR. F.F. v m O co N 2ND FLR. F.F. 1ST FLR. F.F. ti M.P.O. ROOF r co 3RD FLR. F.F. T.O.P. Q, , � N 2ND FLR. F.F. -.T.C.P. c� �) i 1qT FIR F F m 8'-0" T.O. ROOF m rn M.P.O. ROOF co r` rn co T.O.P. ro 3RD FLR. F.F. T.O.P. m m rn � 2ND FLR. F.F. ro rn i� 1ST FLR. F.F. 16'-0" 24'-0" 32'-0" 50� STANDING SEAM METAL ROOF �— 4" ALUMINUM GUTTER W/DOWNSPOUT 4" VINYL CORNER TRIM 4" EXPOSURE VINYL SIDING BELLY BAND 5" DUTCH LAP VINYL SIDING IJoAf l J NTrm-'Y ELEVATI (SOUTH) SCALE: 1J8"=T-0" IIIIIIII .IN t j � �J o� 4 O STANDING SEAM METAL ROOF 2x10 FASCIA BOARD VINYL WINDOW TRIM 4" VINYL CORNER TRIM 4" EXPOSURE VINYL SIDING BELLY BAND 5" DUTCH LAP VINYL SIDING ROSS DECKMAN ARCHITECT 207 FOURTH AVENUE SOUTHEAST PUYALLUP, WASHINGTON 98372 PHONE: 253. 840 . 9405 FAX: 253 . 840 . 9503 E-MAIL: ARCHITECTRDA@CS.CCA4 �3850 REGISTERED ,t 81 ARCHITECT ROSS E. DECKMAN STATE OF WASHINGTON I ®_ Q w V ///� V, Z /fie vl W Q v, tY W W ix 0 F U LL U w O x a BUILDING I 1 • REVISIONS JOB NO,: 0450 ISSUE DATE: 05-19-05 REVISED: DRAWN BY: HSZAK SHEET