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HomeMy WebLinkAboutEwing Irrigation Site Improvements .. EWING IRRIGATION M kJ R Fecth .lnteriPlanning•Enginering ors SITE IMPROVEMENTS JUL 1 s 2015 Portland.OR 0 Vrimuv.c WA IVY of 7IGgR� 360.695.7879 TIGARD, OR P/ANNING�ENGINEEA1Np Seettle WA WWW •«, MACKENZIE. SITE AREA UNDER THUS CITY, PERMIT .d...__.m — � OWNERS Chen LFLY UNDER SEPfftAT E CRY FERhQT �1lIt3Ii 0/LT10N ...a. \ EWING IRRIGATION, LLC11JN1 HARBOUR DRIVE 144411. 4%44'... 1 � ---` - PHOENIX.AAIZONA 85034 — l•-- �z ''�' Phaaa (503)624-8300 1 1 1:.: -�, I]1 I 1 I I 1 �� 1►�'-t - —'"=.� FRONTAOF 1MPROVf�MB L� For (SOJ)ez+-n55 ��'• PRO:'�I•�:`y SEPERAT�WAS1-[INC3TON COUNTY PERMIT Contact Mott 09en ��., lit I- ��, k CML ENQINEER411k. . „„ MACKENZIE p �� p �� I - ' • ` i�T�.• Rlver£oet Center F-'"�CP ' i x:::rascii' ._r t�Tlalfla.,c.. 1.9t!?�.: �-.e' 1515 SE Wafer Avenues Suite 700 I , .. 1 e g 1E - EXIST! 111164.'+' J T' l Portland.aegon 972uba2•�i �.k.�>•, �` ,I .. LAN P)"IE FR P.O.Box 14310p t0 v'�441. �r_.. _ -'`'�,... ....t ' . ._v '•-J .iPortland OR 97293L�jy3 STT�. _�1 - .y,/a�y„ .� v-. ,t , . ms ..%' Phone, (503)224-9580 ` .IIli I !,f 1 For (503)226-t285 Project EwNc3 FROATION VICINITY MAPNOT TO SCALE i�� 14146 / d.1 contact Bob Fronvesa SfiE D�ROYBf�T3 I Z i Sh z :' PLANNER S �\!,,'''• MACKENZIE — try. RlverEoet Center C) 1515 SE Wetar A„rlua Suite 100 1 P SITE MAP Portland, Oregon 97214 • NOTICE TO EXCAVATORS: COO SCAJ E 1'm-r11�' P.O.Box 14310 I; ATTENTION: OREGON LAW REQUIRES YOU 0, Portland OR 97293 '+o tpi�+•, TO FOLLOW RULES ADOPTED BY THE 100 0 50 100 MA Phone (503)224-9560 ':/ OREGON UTILITY NOTIFICATION CENTER. .r�� THOSE RULES ARE SET FORTH IN OAR Fox (SOJ)22B 1z&5 ` 952-001-0010 THROUGH OAR 1 Loix rut ch 1- 0e,1t ChM contact Mort Persona 'F�7( F9[t` " 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE LANDSCAPE ARCHITECT ` CENTER. ®® 6ti (NOTE: THE TELEPHONE NUMBER FOR MACKENZIE THE OREGON UTILITY NOTIFICATION ® ..recteE'T.Fe=co ` 146 CENTER IS 1-800-332-2344 OR 811.) 151 l Center 5 SE Water Avenue,Suite 100 ME%DRAMPIGSARE 11E PROPER VI NCWWEaCruPortland,Oregan 97214 C.RE WY0 l0[ •nR4 rolvss on Ot'14OtiF/ ? PUBLICWORKS Dr-..:PT. COP.O. Box 14/0 Portland R 97293 REVISIONS: , 4 �/� Phone: (503)224-9560 a Fintiott i Far. (503)228-1285 ye, �wla ATE re, aaaon DATE &itn E7 . Z Civil Cantose Stevan Tuttle O. `,=t Jm0 ..s��� 811 SHEET INDEX SURVEY . •m. .`p:. • ate+�0° COOL cOVETt SHEET NOR 1 H WEST SURVEYING, INC. C1.0 EXISTING CONDITIONS PLAN 1815 NW 169TH PLACE. SUITE 2090 BEAVERTON OR 97006 C2.1 SITE PLAN - UNDERGROUND UTILf1Y C2.2 GRADING PLAN Phones (503)848 2127 SWEET TITLE TELEPHONE NUMBERS COVER C2.3 UTILITY PLAN CIA contact Sl70TT FIELD SHEET C8.1 SITE DETAILS NW NATURAL CAS C8.2 SITE DETAILSU-F 7am-6pm 503-226-4211 Ext.3047 AFTER HOURS 503-226-4211 EC1.0 EROSION CONTROL COVER SHEET - y PGE 503-570-4420 EC2.0 EROSION CONTROL EXISTING CONDITIONS Y+� _ -' �- _ QWEST 7 800 573 1311 APPROVED, �!!�� VERIZON 503-643-2016 ECJ.O EROSION CONTROL `5��4 :.i f COMCAST 503-372-1384 EC4.0 EROSION CONTROL DETAILS w `^ f DRAxd BY. L2.1 PLANT UST AND NOTES C + y+��iii !' L22 LANDSCAPE PLAN t ' ^ . 6 bI1 CNFD BY - L8.1 PLANTING DETAILS SHEET. SURVEY INFORMATION L4.0 EWING LANDSCAPE PLAN �! , I)11E AU SURVEY FOR MS ILIP WAS COIPIEIED ON SUMMER Si.2013. L5.0 EVONG TREE CANOPY PLAN .• �•• _ _. ' - , 2)ElIVAEONS AND CLHTOUR5 ARE BASIC EN V3QICid1 WRIT BFNCHIORx N1 M R 441 AE E131041AFX IS A DIMS ._ . _ '- -- - C 0 O OM STAMP°w 6711976 Al DE NORnEAST GORIER OF 114 ERDSE OF Sll CKENBORG ROAD OVER ArtillAT 217. R 1IA5 AN D pp y FVATIPI CF 200.03 FEET ON 1K NCVO 1929 DARN. 4` w ,'. N • j 3)IFE BA95 OF BORINGS FOR RE 51IM1EY IS➢E NCR7H LIE CF BE PROPERTY FIO.DRG FOLIO YONU[)RS N4 TIE ++.G,...,.. ' •- A -- ._ -- ST lrr aSf..O • , FWt'41O B ,u,SURVEY MIUBEA 29,506 -- - U08 NO. 2.4 65.00 4)TIE 1Im5RCR(II6 CRUCES ARE BASUI 01 OE ttr a=PER LOCA1E 1NXET 10,9119EA 1320032I RESUBMITTED FOR PERMIT:6/10/2015 24•CIPi CUT(Si-lair 11 36•0.1P1EOK(S)-:L 2ss • - -- f- 6.5 11i.E ri 13' 6:1 60A OJL T g 7E-1E1.20 I Architecture•interlors I 1 I I1` Planning,Engineering 1 I I I TAX LOT 700 A .n !\ Portland.513 249 OR 60 MAP IS-1-3588 \ I ` Vanoxiver,WA -11 I 360.695.7670 S•tttl;WA 1 \I k 206.741.9193 1 \\ MACKENZIE. if b EXISTING / I /1 1 CBMW lient FFIGATION NA I i IIIIIII ` �! % 28,125 SF 1 J ` I IIIIIII % \\ �1 �____ 1 0l I i 111 i ; I ; EULONs 1 I I g IIIIII \ / S 15 OCCUPANCY Pf OC6CUPANCY B O(:C / - `— ��; IIIIII 4 9 SF �.i00 Si �`- `1 }k I III } — ' TAX LOT 600 j �1 ° / I } 1 I I a / i a tn�a� ,. =A \ MAP 1S-1-3588 / A 1 �uACRES) 1/ Project ; 4. I }I 1111 / 1////l///////�//////// / / / / ,// /�.. I \ �!� ant IMPROVEMENTS - ,..">-"--- ` I I 1 I 4 } TAX LOT 700 i I I 4 I l I l /'30 uae,' iy� } MAP 1S-I-3588 t L�ttx:T I 4--\-- 'n0 PAfWiC I I t I ', a1 \J I i / y` i x s; ___, g�'� 6'TILL MUM FENCE I. '7n �� I I111 WATER VAULT I i 1 t1111 CAMEO+nla 1 I LL \ \ �6�fOr„a�� 11 ` \ III I I} I ( 1 \� // J \\_�� "`"�' i/// I �'\ �' ` 1 I -. I I 1 -22C0'ACC FASELIETII / X J s. MI\\ \=- O ui alas�`ac20sR m �l ,-�`'6f ncs m..wcs+ n¢rrtoFntrr �. u.CKE.ITE uq AA•01 10 BF uz0 41 .1 t 1 ASPHALT `y j;�_-_ a E•aaooao a.w. ,..Ex I' ® 25'I/ / '— a 414.A 6'Da cmc FENCE an auum .. 3 �``——�•_ _ _ _y„ >Hlaalr calm Yli17Qt FEa>rlma \ 4 or49^34'F 1 144./2' • / REVISIONS, I I ��\ 1 ag „ f0M0.ETA VW%) ////,iii/STORM SEWER INFORMATION ®CATCH Wel /, ' all•164.36' IYLEN(11)•1t24' gr LE N 162-7 IP LEN(SE)•162..TIu�Q �Or 1 1 1 le LE OUT(E:)•1621 SCALE 1• . 0SKEET T1TLE1 I DICK NIT T: di) .a no CONDMONS NETQ ET ELEV.•462.40' ` m MIIl — sr Lg.too.161.5 [3PLAN 24'LE.OUT(5)•1615 (IN FEET) SUP•1601' 1 Inch- 20 14 MI•154.64' 24'I.E.N(N).1605 24'LE OUr(S)•1604' DRAWN Br. SANITARY SE_N'E1JIN.ORMAi1ON CHECKED BY; ®ILN*cLE 1611.16536' 12•N(N) . 12-cur(5) TLDIL/E I.E.•157.4' � JOB ND- 2140065.00 RESUBMITTED FOR PERMIT; V/.o20zo....., .. _ .I! 74.CV 0J1 i'i:-'.J.4-• II 33'GVP E OUT(S)..16119 • -- �II UDA FACILITY SIZING / R_25 il g' .._ r.L M m II TOTAL LOT AREA - 55273 14 14 18 TYP .4=.iT $ 1 • 1 EXISTING IMPERVIOUS AREA - 4.621 $F ®. • • I <, �¢77 Architecture•Interiors I PROPOSED NEW IMPERVIOUS AREA - 2,594 SF 1 19 TYP -5, O Planning.Engineering 1 TOTAL IMPERVIOUS AREA - 7.215 SF 14 e c 1 6%OF NEW IMPERVIOUS AREA - 155 SF _.. ... .. _... .- .- I 6%OF EXISTING PERVIOUS AREA - 278 SF In TAX LO- 7 \ ' 1 I IMPERVIOUS PonSri40R P" !1 I 5032249560 I TOTAL OF 6%IF CONTRIBUTING AREA- 473 SF ., ALA -,� \ Vr,raew,WA TOTAL AREA OF UDA FACILITY 627 SF ` I I3E069.7e79 1 1 1 .NOT REWIRED TO BE TREATED PER TABLE 4-1 OF CWS MANUAL ' 11 / / / f� /� / j I 7067499993 '/ t www.mclmz•.can i r KILUB FUG 14 1 50-P I 30' 25'I <WILNID MUG 13 ��, C K E,a.. 1 I I '1 MACKENZIE. 4n r -. I B rw. I � I f `.' - OHM I A % %STUXD RAG 12 EXISTING I EIMPIQFRQA71ON i mum RIG tt BUILDING / o I 1 t 2E1,125 SF / r \ I ® 11 gg l9 rrP. p I • I 1 4' MER.VID FLAG IS 0 ids 1 18.5' I . .._ .:,. WOUND FLAG 11 , I --- -. 11ERDD FUG 18 L\<-I f I a S OCCUPANCY M OCCUPANCY B OCC A 18,825 SF 6,200 SF 3,100 S �' i N \ti wE1LAND ilAG 10Ir)S II \ ' TAX LOT 600 ` \Q a��I a , 1 1 / `j. ..ft01 SYLE G1-.el BA MAP 1S i 35BB 1 �/ I ! 1 wu-1D431' YE71.A1,0 FLAG 9 1L (1.34 ACRES) // © / \ I I Project 1 S 1 25'22' -✓/// /%///2,."./ /';%!// /�1 /l//1% ///ra 1 m I } I } l �' , . a o NIII�- '� IMIlrgl� t 1r I� SITE IMPROVEMENTS 4 J •i• fiI. II ((�� WIWI°RAGA f (lU 13 } ® I..'9s MAP 1S t 35B: „ c - r Asr+ALr ! 1 1 •PAW(LMC' . TB,YP. //� tt� iy,1.4' --_, • 14.62'11r •-,-- '1£iLu10 FUG 7 O '� 10' ". G+ ! /' U.. •` ' 1 zl I ; 0 WAirk v1MkL _, I NIH BIL AWD w � \ �� t I I \ a fo'r w•,+. ', ):DTVP. / s �� ��� I I !� .: 1 % s_`/ aetwD ti I �L I *.a. \ •orr ✓%SSs i �1 t / 1 Iv t rwEw ©` 1 ;�; r 2200'ACCESS EASEIfcYi Q / IYEnAVJ FUG 2 I - - '-- - _ I ! \ 7 1- '. 1 v �. 1'3 S. .. .� 1. r 1� s lit I -LT401 CA ,B {, RM=16' 5' \ EXPIRES: 12®M® •,• R-25' _ _ _ � = - fiM:3 i1 © ElUM7 FLAG 0 ail o �. 1 / .4 411 ER' I Y O ArLT U k 1 14 ®� I \ © ,.LL MC.TS++ESw.W L,J AS 7 ` 4 8 t4 8 15 R-20' I rldi INCA arAwrus 417E n[PRCCUTT '25' ASPHALT R5 Ill, ry �s o, YAIXEHM cc AM one tU BE UYO ` 1 Co ante OW 01 w AN...EA, I , <- ,o 06 •• r'"� s. MTNOUT PMOR W11110,PONISEXA •, ',-- __ '580'49'34'E 1'4.42' - - - - H�i• --'d - ': 6'rHC.C:(0,ttc�%ijR,E'�. x w1hC '-'•-` - c ,�, REVISIONS 6' 2, KEYNOTES 0 F 1,3•4731011 ATE ,aT J f T 1. RELOCATE FIRE HYDRANT /l//// 2. INSTALL CURB RETURN PER CITY OF TIGARD DETAIL 128 SEE SHEET C8.1 ' - GENERAL NOTES / / 3. CONCRETE CROSS WALK PER CITY OF TIGARD DETAIL 162 SEE SHEET C8.1 MEM 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE ' 4, RELOCATE FENCE MATCH EXISTING OF THE CITY OF TIGARD,AND CLEARWATER SERVICES 5. INSTALL 4'(x1AINUNK MANCATE WITH PANIC HARDWARE 2. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION 6. INSTALL ADA COMPLIANT RAMP . CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO MEET CITY OF TIGARD SITE PLAN 7. SAWCUT 1'FR EXISTING ASPHALT REQUIREMENTS. THE GOVERNING JURISDICTION MAY,AT ANY TIME,ORDER CORRECTIVE OM EDGE OF - -- ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL 041° Si F. 1' - 20' ------ 8. INSTALLCURB VERTICAL CURB AND 6'SIDEwNJc SHEET TITLE 3. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED SITE PLAN WITHIN THE WORK SITE AND SHALL BE PROPERTY,PUBLIC PROPERTY.AND THE ROUTED SO THAT RECEIVING SYSTEM ARENT E OTPRIVATE ADVERSQY 1 20 40 80 9. 6'STRIPED CROSS WALK DRIVEWAY IMPACTED. THE GOVERNING JURISDICTION MAY,AT ANY TIME.ORDER CORRECTIVE L 10. EXISTING PROPERTY LINE TO BE RELOCATED WIDENING ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. (IN PEET) 11. EXISTING WATER VAULT TO REMAIN 4. AU.WORK WITHIN THE WETLANDS SHALL ADHERE TO THE CORPS OF ENGINEERS 1 lucd- 20 CL AND DSL PERMITS. 12. TAPER ASPHALT AT 5:1 TO MATCH EXISTING 5. ALL WORK WITHIN THE WETLAND BUFFER SHALL ADHERE TO THESE PLANS AND 13. PROPOSED UDA STORM FACILITY SEE 2/C8.2 CLEANWATER SERVICES STANDARDS PARKING DATA 14. SAwCUT ASPHALT AND INSTALL VERTICAL CURB 6. CONTRACTOR SHALL ADJUST AU.STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. 15. REMOVE EXISTING ASPHALT EXISTING REQUIRED DRAWN BY. 7. EXCAVATION: EXCAVATE FOR SLABS,PAVING.AND OTHER IMPROVEMENTS TO PARKING PARKING 16. INSTALL TIP SOIL MID SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND LANDSCAPING PER LANDSCAPE PLAN CHECKED Br FOR PROPER COMPACTION OF REQUIRED BAOKFZWNG MATERIAL STANDARD 28 OFFICE 3,100 SF (27/1,000 SF) - 8 17. SIX EXISTING BICYCLE PARKING SPACESEXCAVATO MUST --- - EXEXCAVAYOR S eH MWRS M3 L UT PR10RTP II S FORR LINE LOCATIONS Tp COMPACT 0 MANUFACTURING 6.200 SF (1/1,000 SF MIN.10) - 10 SHEET IB. EXISTING WHEEL STOP UTIUTIES SHALL bE CORREC AT THE CONTRACTORS EXPENSE.(ONE CAIL ACCES$IBIE 2 WAREHOUSE 18.825 SF(0,5/1.000 SFI - 8 19. EXISTING PARKING SPACE LOCATE UTILITY NOTIFICATION CENTER-PORTLAND MET(t0 AREA 248-6699, IOTA. 30 TOTAL 27 /1/'L�.1 OREGON 896-4848,ALL OTHER AREAS 1-800-332-2344). 20. EXISTING TRASH ENCLOSURE l\/_ 6. WHERE CONNECTING TO AN EXISTING PIPE.AND PRIOR TO ORDERING MATERIALS 21. POTENTIAL OUTDOOR STORAGE AREA THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE EXISTINGEIKE PARKING LOCATION.SIZE.AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 22 COSTING FDC 9. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE SPACES 6 APPROVED BY THE ENGINEER. 23. WETLAND AREA 24. PROVIDE MIN. 2'CLEARANCE FROM FENCE JOB NO. 2140065.00 • 25. RELOCATE EXISTING SPEED SIGN RESUBMITTED FOR PERMIT' 6/10/2015 ` n.�.-W.w.n a..•r rMM ma ew I l , 1 1 11 I J4'aaElturlJ;.WI. V x•aP[H)VTa)•M!1 1 - -� Architecture•Interrs - Plannfn En IMines:ling A let .LT-.�-- 9• 9 ti t I •20.3J• I I 1 CONTRACTCR SHALL l 1 VERBrI DOES NOT INTERFERE O I tot TN DRAMACE 1 PartSand.OR I I Vafmuw,WA I TAX LOT 7 \ Akm.T 360H 95.7879 Sl4ttlA WA II ,`PARCEL 1 ' I W1A�W 2067a o9T Ik7C.NO,..F•A XICTS.ING; - wacATiT��{ hreooucrs.INC' `,LOT TOO MACKENZIE. / I EWE40 Ffi0AT10N I ,' li. la /t_____ I i ' .i • 1. • �I tH i � III ,011 \ lkt,t- . 1;1 Z. z5\ si IflMw IYl-J70o / H e!,.. : I .1Tt015,-.£(AC Project 1 1I II 11' \..._, (1.34 ACRES} �� FAC 9 j % k v •x4s �9 ll 4,, jJ II111I1NITcr7tewOI2-, \ , �; i` +\�. frQlIIEt31LVDL�C� , > �II ' 4, i � '� _ �/ e/ e� /� i �/� � `� F \\ �- _- • 11 I 1 wt8_.00 I t . .L - A • .. � rs -�r1+ t„ i r ��I I V. i. I I .I »25o(a') ;U� TAKO 111G t �!% /// /� /%//%/%l%�,,,�, ter, iii_,�i1T i. , `\ `� U1. ' �' I� cl.F+l7oPaFwe` r •� MAP 1S-I 356d _ j I`�_-_ �:OrR14, y+a' ; ...,, 9oi; ! r TAL CTnaE MICE L 1 �•� <• .... e' it-exu. (�/' _ ueao>ztlt \� it ~k 1 1 /L1 \ / • EXPIRES m® 1 �su4 Ir H A ' 7 t, . _.RAC F.AD i - -I i / ; ,4' r 12 S u \ • 41' .104444 ■'I�-1 ., ��BEY�YY��■�la'�o■�YlN��SSa��..r wri�1 `AETLAAD l.w• .. .. - -- - ..SHALL VI: �LINO!5[,i CA M JJI ® ALL Rep,• R.roSirI 1. 1\ 'Hem N .11 ..L."- -'r. - :; _�� VERIFY THCONTRACTAT-CURB FJI-16 re[SE oRAA1NG5 ART DIE PROPERTY •J. ` _- _- _f7::'.7... _�_��Ilrr a. if•irR• y DOES N07 ITERFER %\Z. uAoe RiP Aso.O¢Kr To W uSCD _ I� OR ut PRIM 1 M AMP YAYVFR, { n GUT hEL:A10 RAG 4 ir.m.1,t WITH DRA]NAGE :•�; C �� rd lROur PRIOR wFi71EN PEAIu;551CN 1 I[•C7F•,1.. If.:1FyIX ASPHILT 5 if, ' • i[.P.84.1,'. J - , w ' I ` �45i` REVISIONS: A ` 1 • Vr..T 1y y/ 125' \6A -- a.�_ _ u- �i�AEGIS IQH90R tXI TA rI l • I S43'497R�fL.: PA :-j •'6'ILL.CJC.G.t FirK.c IVRE i' - •• - ISY Go®w oArz 1 w id YOE i II TA;1- • _ 1 '� aTi BIN::t10.'FutT 1•3<µ` � %,. 4 t�--1 CiADING NOTES It ,I.w:r _ ' r ////////////// ///I/ ASPHALT I. BRING ALL FINISH GRADES TO APPROXIMATE LEVELS ID]CATEW WHERE GRADES THE NOT J �TEDI FIN1SM GRADES ARE '0 BE THE SAME AS ADCTVIEE SIDEWALKS,CURBS E THE OBVIOUS GRADE yp�� OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SGRADE ETWEEtf POINTS 1HiERE GRADES ARE GIVEN. ROUND .A IC BUELINC OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF CONCRETE SLABS,WALKS, AND THEIR BASE COURSES GRADE FOR PAVED DRIVES:I":PAVED PARKING AREAS AS INDICATED MO SPECIFIED HEREIN, AND PROVID�EI FOOR SPURRFFFACE QD�R,AIINgAG�Ey AS�FSHOgWNg.�ALLOW FOR THICKNESS OF SURFACING MATIAIAL � TITLE: COMPACT AREAS N?IIC�i HAYS SETTLmDOR QtODE6 S RFFN CDMPIE[FD REFILL AND Oi 0 SITE GRADING PLAN GRADING TOLERANCES SITE PLAN CURB RETURN TABLE O ROUGH GRADE AT PAVED OR LANDSCAP®AREAS. 1F. CIVEWAYC22 FlNISH GRADE PR[ORTO PLACING f1NALSIHRFACINC: 03 FT. �TAE�N(� CURVE RADIUS�1 LOGIN DELTA OCR 1/4 A IT p 3/4 SCR SCALE I -20' ",FFA77�CC-i �FT1ON (PRpTS (E IRIRST 5 25' 4 39.52' B✓1`IB'2Y 184.78 184.71 184.30 184.50 164.25 0 !o zo b 00 2. C �pUYRW lt'(MINIMUM)PRIORC T HROUGH START OF WORK.AND FOR PRCPER�pAVAGE TO SHALL SHY ALL UTOILITY ER AT I&CAE VA UNEE LOR S IE7(PE7!$E. N ACTION NOTE: ALL ELEVATIONS SHOWN ARE GUTTER GRADE UNLESS SHOWN OTHERWISE ON PLAN. il - J 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND (IR PEST) MAINTAINED MEETING THE CITY OF TICARD REQUIREMENTS. THE GOVERNING JURISDICTION MAY.AT ANY TIME.ORDER I Ines- 20 R. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPUSH EFFECTIVE EROSION CONTROL- - .- -- ' c� 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO DRAWN BY: LEGEND THE GOVERNINROUTED THAT G ADJACENT PRIVATE AMAY,,�At ANYY'PUBLIC TIM.ORDER PROP_ ORRECTIVE AC-ION AND STOPPAGE OERTY AND THE RECEIVING SYSTEM F WOW(TO AACCCMPUSH ADVERSELY C� CHECKED BY: EFFECTIVE DRAINAGE CONTROL --- J STORM SEWER CATCH BASIN O SHEET: --- - 5. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY BY NORTHWEST SURVEYING, SPOT ELEVATIONAND IS SHOWN FOR REFERENCE ONLY.CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START Of'ANY CONSTRUCTION. RIGHT-OF-WAY LINE -- -- 8. 2%MAXIMUM SLOPE AT ALL ADA-COMPLIANT PARKING SPACES AND LOADING ZONES. C2.2 PROPERTY UNE -- -' 7. 5X MAX SLOPE(EXCLUDING RAMPS)AT PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES VERTICAL CURB a WHERE SLOPES ARE STEEPER THAN 3:1 CONTRACTOR SHALL INSTALL JUTE MATTING.SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND DIRECT CONTACT OF MATTING WITH SOIL.FOLLOW MANUFACTURER'S RECOMMENDATIONS. PROPOSED CONTOUR - 191----- 9. CONTRACTOR TO ENSURE POSITIVE DRAINAGE IS PROVIDED FOR OVERFLOW FROM THE WO BASIN. r�4,4,�,•,�.�MN,' PROPOSED SAWQIT LINE ___ - _.-- JOB NO. 21•IWVJ.00 RESUBMITTED FOR PERMIT 6/10/2015` LYIVVW n•m1cOJm•\tN CA.AOi�/•4J•A••un uA I .. I I I r 1 74 Dal E OJT.5 •I6:i- II }•oy[ow i;, \ ti M s: 1 - _• ":: •�•+�/ Architecture•Interiors i s• yr;;, • 1Planning•Engineering r r l i \—COWTIACTOR SHALL 111 I- VERIFY DRAINAGE f` ' OF CURB ALLATION . WITH INSTPROVIDE Qo Patr ,d OR lPOS]TIVE DRAINAGE ` 5092249560 NOTIFY ENGINEER OF ANY DISCREPANCIES ... ' Vrxrrnw.WA 360.6957m TAX LOT 7C \ tea'- Swu.•WA 206.749.9993 I1 MAP PARCEL 1 I i wwW.mcJmzt.I:am ooc.NO:Zoliase7uwwG ��, IRRI0ATION PRODUCT$,INCj M AC K E N Z I E. I i 11 %////////////////Z///////////////////////////////////// //////////////////////�/l nAa�-is�ea 6\ SNnt I 17 xEnAw FLAG 14 / EYING iiR C ATION 30' 25' 4 ,ETIAND u G , 1 ' SP i _� . I MEC t1 RAG 12 I ! NI‘i �� l• 11 1 I Il l lTll o _STING /IS 14 Tj — I OI l 11 11 5 I • FERAND RAC 16 T I I _ _l 1 111111l. m i RAMS axBrc !� r J � i _Ft.....„... i r = ail10,111.11h # l+ll r /� \q )/s/-'!N\ YEILWD FLAG 10 • 1 , "" -." 4 - le ;"Il l l ll lSTALL111• DITCH INLET T OW" / _, ' ' / I I• I Il ll ll. 1 a Tt-° L 7 \ TAX LOT 600 WWI)FLAG 9 F / I , ��• i (`il I / 1;ec�srGn r,oE Project IRRIGATION { I I. MAP 1S-1-3588 390 AND 40° !7 1 } EET ca.z 2 (1.34 ACRES) y E / 1 I I sITE VB.�ITS lit IIlt I &\ \ ll24 lF 6"C-900 O 20X\ / t Y 11 n t l7 a 5PRO •pWj I INSTALL RIP-RAP , I 1 .� n a * i• D a '� } li, l 1 V t a y t I AGAWST VAULT + � _}IP ! TROTFACE E`�°7 l i c 8 1 / �///Y,e i i./..///���1/, , /.�/�///,% ` l _CL SO R[P RAP TO ` I 3 I'1 " ",�� PREVENT EROSION / lAAP Yl 35B 1 ,n• ��` est+Y,K ��•�' IE.B�pp(B• 1 � I L E I 4 t. I PROVIDE d•sr TERM RAG 7 3 / {l I M I r Y V es ./, lir 3 `�'l CL SO R RAP TO E TAIL MOVE Rua 4 l /• I I I r iuu' - •• PREVEN EROSION 1Nh1 WALD WI i ` _�,>> `` 1 / I N. I'. 'kr I I I ! y l l lllp% � I i `6'� l J i *rI/lC�ti�� II I }{l 0 / \ j I \ 1 ll I I1I`A�+ ,, '` �4 I 6•C-900 /- tlERM6 HAG I Al 1 • + \ r' ®� l 1 3 A\ ,.p��� 64 \ O Q88X -- — \- . F: a I m• i ` 2200•ACCESS EAsTioT I r- - i E. VL lily..3.;, ■�wl�i��r1lrlP�illq R �q "ia NERA40 RAC 7 r n a'a s I p20. __Aa �h�����pO �i.- _ �� _ G--ill .ri■ \ CONTRACTOR SHALL a 16 \ © .0 s6a�to --- ,,�.,�— — _ - t ..,0 RAC 3 \ VERIFY DRAINAGE ✓! �s NE Vt.. _�.' .I, ��4 \ - -. 0.57C"= �b rr- t1�e4 ��7 wl-fH INSTALLATION 1 I u.ad7Zie µo off r TO UY4 ey.•v Ne 1iTry^i- '"... --r-~- _ x7sa..... y OF CURB PROVIDE I G,aCPRCOO E0 a MY.MINA. (I ��� POSITIVE DRAINAGE i. �, �\ I • IISTIOJT rsna+MITTEN PDMISSION :; T OP M HOLE 1'GAS DO LOCATE 4 ♦ CONTRACTOR.Sk1 POTHOIFaE$TfQ �l' D'"IC STRIFE �MI��I@4.8• I ' AND VFA3P(r6EPTN OF WA ENLY1E,.ax 3. T. ANY OISCAEPES Y . mob. [ry_'61- I Ur ') ORtre TA CONS . Nutt .1.101. - 116 •1- IN 1.5 it 1='IN EW ASPHALT OU7163.00(8") 6Lr: [ - o{'� �� REVISIONS: au +161 • /•}E)C PRIVATE DPoVEIA i IE OUT-163.00(6' \ ♦5 c� I w- - ' - - ad:�kv'a L n a Oar. I' �®j �W • __ -.. sa9'17�,� i,I,y / -- . .. • _ .. r. �._ri''^4°.'Z't'.-�T.. „>: °- a vaT MS acmlc DATE ti 7 — !, ' �� 6 IIIIr —ba Atz IR DPo o' I- - _ .. ) 3 _- t.(.O4 `�ILE NOT O,L 111 �IR y ,Y?- • 3•TAIL 5GV %//SZ)7 // / //// t I I -HNEFY DAVIDSON' / / J ai � "I® A411ALT 7.4 LEGEND FIRE HYDRANT S. STORM SERER CATCH BASIN ■ SHEET TITLE: �1 Icy/ •�� rT� 7�I PLAN � ��� 9fTE UTILITY U I ILI I 1 NOTES ES SI I E UTILITY PL AN PROPERTY GuT -- PLAN 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF CITY OF TIGARD, WIDENING Sr AI F' I•' 20 (x1R8 AND GUTTER WIDENING CLEAN WATER SERVICES,AND THE CURRENT EDITION OF THE UNIFORM STORM SEWER LINE PLUMBING CODE AND THE INTERNATIONAL BUILDING CODE. ALL WORK :ro . n.- WITHIN THE PUBUC R.O.W.REQUIRES A PUBLIC WORKS PERMIT. 14---`-MS-- Z THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY 00 NOT SHOW EVERY OFFSET.BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE rTa Fes[ SPACE PROVIDED. THEY 00 NOT SHOW EVERY DIMENSN COMPONENT I ,ncn - IL PIECE.SECTION.JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. DRAWN BY: ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATIC:N CHECKED BY: SHALL BE VERIFIED AS TO CONDITION,SIZE AND LOCATION BY UNCOVERING. PROVIDING SUCH 15 PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH SHEET: JURISDICTION BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. • 3.ALL STORM PIPING IS SIZED FOR A MANNING'S"N.VALUE- 0.013 ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND C2.3 WYE FITTINGS,UNLESS OTHERWISE NOTED. 4.VERIFY LOCATION SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION.NOTIFY ENGINEER OF DISCREPANCIES. 5,THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET • IS BASED ON A SURVEY PREPARED BY NORTHWEST SURVEYING INC. JOB ND. 6.5.00 RESUBMITTED FOR PERM": 6/10/2015 AT PAVED TRAFFIC AREA AS APPROVED 1MT al PANED TRAFFIC AREA I DI'ENGINEER CR MERE SPECIFIED IN REAMS SA T 4Np CrPEACF AC*TN 4-MIN TOASS•C AC 0(2 LPT4]fl11PACTTD TO 97%Y 6 AS[Y D-2P{7 M 1111 LE CA SE OPEP CT I Jh -0 AOfl1ATE LENEUNG COURSE C0IPACTW TOY •SLOT*O-1557 I Roar Sr18CAN1E I -DERN NATIVE MATERIAL TYPICAL Architecture•Interiors .OK,'PEA EACH FOX,°`pEPTN Planning•Engineering RES'JFFA:C?K 'a' •r f _ EIG'aT7R10 PAVDM. '-_. _�.c�" -trN•.•G 9 I 4 RADIEDUS I'RADIUS - �� . ��- 0�umE eAavi�rnwAnm 0 92i OP Astu o-eYe ,IEc•.IIl�11GU 28•%2'CAST IRON (16)K A HOLES EVENLY ' `a`c iI ^11=1��Pp PAVING SECTION OR WELDED CRATE SPAC O AT BASE COURSE t�•A,-0p• n'1.�•�N N+1=9 a.l $451ALl vAaNINc TAPPortland� �E 11.11 HINGED TRAP (1"MIN. ABOVE OF OUTLET PIPE)INVERT ELEV io Yauv�AA:"� I-i'Y•'.�a _' 0 , 'OR 7omo WIRE y wrc9Pn,WA �II1 SEAL PIPE INTO HUB PER D-I TO 7 - E wA • � PAYING IC 9E UMIAK - K 36(I.fi95.7B79 _� . .MU1E: MFRS.RECOMMENDATIONS I I _ sSmtu� • 1 //•••...._•• CONCRETE SHALL BE AGA r. - ECor -1 c PM A' FRO C I P06.7499993 uF .-• P51 Ar 2a oAYs.�,SAd( 4� �e�Cx�'re�'Ct�[s PPE n ); MIX,SLUMP: 1 1/2 TO 3. %+ '` Lt117 ' - !'�eb'tEDrattr' - .•PIT RiN Roar ��iF ��tf,i TRENCH FOLRDAna 1� •-. 1 1 F rrll 1 II I •) www.TTdDlu.torn 3srAawaAna 11 �,4•4"0-%.�T.,�. ROCK BASE COURSE • FROM FINISH N r^ �� =m i`r�m`` _ •a «o:�)AS • �EaIED ' MACKENZIE. y���%y����� SEE PAVING SECTION u Q1055 stoPE TOOLED EDGE EACH smE �� 6�i f �I -tv GA. STEEL ALL WELDED Y� -il R _ �Y•�- .i, i CAST IN PLACE �+I C •. >}.� , CONSTRUCTION. ASPHALT �x{ - - •Client � •�� �' CONCRETE CURB yt o 1 EMULSION COATED INSIDE 4t URI '1-01ATWA�DIACO-` Client Tlp� • E I. i i' � n 4 II MIND.)1 AND 7. (24'SQUARE OR AT NOW of ASrM o-1s07 (L�M INVERT I IDE�OUT CMS 91N1 C SAO SOLED RN ORS-I Cr CFS-2 EIA1_Y11D ASRNET Cl MAL COMPACT GRADE AND AGGREGATE 4'CONCRETE)GR4 3,000 P51 7 5)3i'SUM ELEVATION __ , TO 1i5X OF MA%LIIN CRY DOISITY ((WyAX%)�CORTROL JOODS AT S 0 0/C AND 41 2 nos D[TLl MgtS r0 ALL STILES INLETS ODEFtSE NOTED a PtAq a GIDTipI a6YAi. (3'MIN) MANSION,D9TTS AT 20'-0'0/C OR i•SLOPE AND I.E. VARIES NOTE 3 0.761RLT PDI NE NPMO loon Ui055 MUMS(NOTED a P IAS a SP47Yl.T106 CR=EDI FOWL. AS SNOW ON PLANS 2'MIN AGGREGATE SEE PLANS 1 MIN. 2'-0.COVER ON ALL PIPE IN DRIVE AREAS. A T7K tea ISKR Pluwti OCRS W4tTE.GIWN OEM.Mt RRap oicro.,L Kw we( 2)LYNCH TYPE CATCH BASIN OR MAL ®CONCRETE VERTICAL CURB �. e CONCRETE SIDEWALK ,WA ®CATCHN.Tu�BASIN UTILITY TRENCH BEDDING AND BACKFILL LYN SrrIE 5'MINIMUM ALK NO OBSTRUCTIONS DD/ET IL 2E% 1 SEE DIAMOND TEXTURE _2� 12 DETAIL 1 NO LIP Y `Y 4'CON 3. ��AND� � ''q=�I i y �1, •• CIE7E 1.���. W y - � (YIN)3yj•SLUYA�M� AGCRPECATE 09�OF ������4 Protect F. W miss 3•MIN.DEPTH OF MAXIMUM DRY DENSITY STANDARD EIMI�ICi GZPoC)A,TIO(`I u. � AGGREGATE( '-O) (3'MIN.) CURB SEE .SITE CIS I • i v • SECTION A—A 1/Ce 1 SEE RAMP TEXTURE `'/r\J STANDARD CURB VARIES SEE PLANS SEE IL 1/C .1 ` TRANSITLON •R.2, rn V n `ice SEE DUAL DETAIL 1/C8.7 8"TOO CURB 8' 1)(' ()DOA •NOMINAL �A 1/C8,1 f}},111 DIMENSIONS STANDARD CURB NO UP HEIGHT SLOPES WITH RAMP •12 MANTADI 4.5' �'��J`•gaj�`gJq�r.A�Y��. :.N. /✓ ••xt I- n FWSH WLTH CONCRETE TEXTURING CURB RAMP �.������! i✓�� i� �!�•<114:.` T wt•[ PAVEALEN7 .Q l i iv/ /ii��Q .�., .;.;.� of•+ ,, S•�,1 NOTES. COMPACT SUBGRADE AND AGGREGATE :"l/ 1 1.TEXTURERG IS TO HE DOME MTh AN EXPANDED METAL CRATE PLACED AND REMOVED TO 9SX OF MAXIMUM DRY DENSITY 3'MIN. OEP OF FROM IIET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHORN. THE LONG A705 THE NOTES: (3'MIN.) AGGREGATE( '-0) �A, �/ PROVIDE DIAMOND DIAMOND PATTERN STALL OE PERPENDIOULAR TO THE CURB. GROOVES SHALL BE tfl_ TEXTURE PER A.E.A. DEEP AND)4•w1DE. 1.RAMP TO E1E MAXIMUM 1:12 SLOPE.SEE DETAIL a/C8.1 2.RAMPS TO BE CONSTRUCTED SEPARATELY,AND SECTION 8 oa—B +r `' ISOLATED BY EXPANSION JOINT MATERIAL ! /IE71` IE%PIRES 12/31/151 ®ADA COMPLIANT CORNER CURB RAMP e TACTILE WARNING SURFACE ADA COMPLIANT 121 CURB RAMP , �,; H.T.S. °w •; N.T.S. _ g N.T.S. uAom.'zrc 2aA 0 .0 MOATS R�1,.. THEY CRANKS ARE of PROPEL-• 1ei•Of SOIL MIXTURE Lao:ERNE AMP ARE NOT TO RE v9:0 OR EEPRCCERID 30X GRAVELY SAND ER Tn1Nar PRa+.mRrEN PETaIIssT�N (GRADATION PER ASTM 0422) IN ANr uANN 40X COMPOST REVISION S: 30X CLASS A TOPSOIL MEDIA SHALL HAVE 6-12 IN/ILD INFILTRATION RATE < C 9 ADPRO REN01 DELTA AND SHALLAT SE TESTED IN F l.D e aomrc Ulft DITCH INLET a no-r RDM=182.50 . VARIES - E 3 ik SEE PLAN • +im murAni ml- RjR rya DEEEP SHEET TITLE: DETAIL_SHEET PARKING FREEBOARDE TREATMENT AREA FR®DARE PARKING AREA AREA EC MATTING COCONUT FIBER OR GEOJUTE PLUS.NEIEZMal MAX. SLOPE 3:1 FLAT OCTTON 3:1 NA SEE PLANS SEE PLANS ROTES I. SEF LNOSCAPE PUNS ARO SPECW CATIONS FOR RCOJCAEMENTS O40.0ODIG RANTING,ARMED SOIL AND ALL PLANTING SREC60CAnoNE 2. MONDE IRRIGATION AS PER TIE V•405C12'E FLAN 3. 10DI- 0E =D S OF AWN soil_SNAIL ER PLACED n1OUCROUT TIE ITY WATER QUALM TRACT. DRAM BY: 4. SEE OPAL PUNS FOR LOCATION.Or1EN4gl Na)CA O7N0 OF SWALE/WO BASIN SS IOU FOR=R1G AND TREATMENT CALPAAnON3 TYPICAL BIORETENTION SECTION CHECKED BY: 9 N.T.S. SEE CRS DETAIL 700 FOR REFERENCE SHEET: • C8.1 JOB NO. 21x40065.r10 RESUBMITTED FOR PERMIT: 6/10/2015 11MYNJWVWW A/V - n•.e••a.Ncn.Nmwas r 4MRIE1 nw .L SIOv SIGN LOCAnON E3 F uRe TINT SIDEWALK o o "�` (INSTALL 4'PVC SLEEVE INS UNTO -STPSF I ALK SEE STD DETAIL N0. 146 II �''''� PERMANENT SIGN INSTALLATION) / STRIPING I. 1--1 i Pc/Pr SECTION A-A ;i SEEFOR CURB iNFORDETAIL AnCH SEE SID.oRAMI1G No.3 A A IS' �Pr—. SEE CURB DETAIL SIDEWALK / B Q ��— fOR FRANC AND rnArt CURBSIDE �. . .. I ` R/W ,a.o TZ A [�., A I_ 1 M ,,,. Architecture•Interers �O� r tpgN l���. ; \ I e,[■: ow "°°" PWnnlnq•Engineering S CL : u ius nor r �° �_ c> SECTION B—B I1111 .r.,. �• TRUNCATED DOME \ CO r•tvr•ve SECTION A-A DETALL .• M ENLARGED R/w OR EASEMENT ,r. .� A. *MLA 10 CONI'A+N WNLELCNAIEt M� �� 0 RASP AS REQUIRED tAr r N,I• B_.I 1 SO 9560 P �` CONCRETE aF- _ _ Portland.OR LIQ'� STRUC"URA' S PLAN Vancouver,WA ® O ® P TO CONF.- M 'Al 7RPWR MIS DRIVEWAY PANE Ar:D r• 360.695.7Sn + Q- EXPANSION COMUEHCIAE Qera n>r • VFRDCAI CURD SUCTION NOR O��R� 5� „- �IS� PLAN Som..WA ,�MARE Ax av IlA'.war i i i i i• 2067499993 O e a Q �,� JOINT(TV', (SEE DWG NO tn3) �. �1 :v , I 7 II O 6 ® gia W PC/PT A �•. A 1- MO-, 4 : 1 Mf `'cr„ r QI , delr PLAN VIEW FIRIOATIM � ' B 1111111111111111i FpR RASP INFOI[MAnON r».vrze.a(Il UIu� FLUE/ n /. aa�nAraAr2-1� ( SCE NHEELC1141R RAMP OETN- :, d' CON IR ACTION r FOR SIDEWALK INFORkaTiON �-1 e• x.• a'I-� •" 17 J/a" e'� W 31 1/. - A+t fir•-..,.,,•• ',, Ty: _��!Y.Wj.• JOINT SEE SICEWALK DETAIL(NO 120) SECTION A—A SECTION B—B P C CONCRETE ').St`- "•cfoo aoe ,*o C ,C NOTES. 3/,6• *w. _ =Q" eb?..com°o ITTT TTi I. Au POE use sfcTrols SHALL mHFow.TO RTauwu+ENIS a AST.c-ua 2'3/a•-0- ACTG. BASER;%-N 2 InSTALL STRUCTURE ON IM41wa OF R•cc 3/4'-0•COMPACTED BASE WATER AL - ^^ SECTION A-A --------'1' R w 3. PRE CAST PONCORGENENT SMALL eE RERAN I CETINC ASO.A615 GRADE 60 CR 11ELDED 2 I •"a r NOTE& r NNE MEETING ASTI A407 1.0 ma MT BAR 3'C.TO C. 1 CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P Si tN 26 GAYS. 7% N. ALL POURER PIPt,AfE Cb1rRETE SHALL NAAE A 26 OHS STRENGTH a AND PSI AR 2. CO.NTRACRCN JONTS SHALL BE SCRIBED 3/4"DEEP AND RASP PANELS SHALL BE BE ROAD SLUMP OF 2-TO i PLAN EDCED ON 4 SIDES, 3. EXPANSION JOINTS SHALL BE 1/2'ASPHALT IMPREGNATED MATERIAL DR EQUAL 5. PRE-CAST STRVCNRCS CO FORMING TO O.DO.T.TYPE G-2 CATCH BASF.DESIGN/MTN DITCH NOTE 4 SURFACE SHALT NAVE A MEDIUM BROOM FINISH WITH TAMED EDGES ON Alt SIOFS SECTION C—C INLET TOP ARE AN ACCEPTABLE ALTERNATE ALL GRAZE MATERIALS SHALL MEET C w,l FRAME*IN OWE SHALL BC Iavl 5mnC1LMAt A31u•-SO Mr RAN STEEL OR APPROVED[DUAL 5 COLOR OF DOME AREA SHALL BE COLONIAL REO OR AS APPROVED BY ENGINEER STArUMos AS 9t0aN Ore DETAIL/400 6 SEE STD DETAIL NO. INS cm �� aOWE,ty scat< Noun��E.,L NO BOO DITCH INLET Mil WHEELCHAIR RAMPni! ALTERNATE Nye Na DITCH INLET P }act ,�,.R» �Y.a STANDARD CORNER 2$ ....” NAL". � Y MA.m13 COMMERCIAL DRIVEWAY 62 CI�nVT Services FRAME AND GRATE CleanWafer Services FIFIGATION �""*A Fir�I*il vl..a, r.a. ..r;,a.,. •...�,..o,l.•w.. 9tTE PROVEt�JI3 DRAWING NO. 390 DRAWING N0. 400 KMSED 72-OR ' CONSTRUCTION NOTES, I. Water Quality Swale shall be over-excavated and felled to final grade with 12-inch amended I.w•ad Tolle aCaut!i''ula I<R` RUBBER GASKET topso m il.Topsoil aeedm gar den en compost,not conv4onal fertilizer z All."AANNOS suT0N0 Rau.meow FLAT TOP TO DCamendments. vas.ormetiOfi PR,um.s a irnwAEO (OPTIONAL) ILwalt.OWN.Ha as 2. A biodegradable Erosion Control Matting shall be placed over the topsoil ihmughan the a Mora°Puma rLAT0P Romero. • Swale cross section,fabric shall be held to place in accordance with the manufacturers -A. installation requirements.Anchor spacing shall be based on 3 fps flow over the fabric. ex-^�'A.�' ,..� a +4I ere+�LL a.Treatment area-high-density jute matting(Geojute Plus or other approved equal) I I '/* lei 81 b.All other areas-low-density jute matting(Econojute or other approved equal) NM- L -r 3. 2.5-3 inches of 2"-"river run rock shall he placed over the matting evenly throughout the n Is,A" •' Iwgth and width of the Swale. F*I vt5 4. Pleat materials shall be placed in accordance with the plan and plant table as shown on / xr < f TEST appwvedpleuo. LEXPIRES 12/31/151 5. The water quality Swale treatment ara plantings can be deemed"substantially complete' BARB A CAvrtl Once activegreen growth has occurred to an average growth of 3"andplant densityis in ROBBER GACxEi FEAT TOP gro RO BER GASY<T ® MACKOsDE iota average of approx.6 plank(minimum I-inch plugs or equivalent)per square foot. co Na Rt0115 RCYRIED acceptablebeginperiodP growthSt AWARD MANHOLE FLA-TOP DIESE DRAa1MG5 APE f1E PROPERTY 6. The facilityshall be deemed to the maintenance when last rCHCENENT se oA MACKENZIE AHD ARE NOT 10 RE USED and density matches the engineers design as shown on the approved plans and all other " CR REPRODUCED NI ANY MNMER, MiE1DUt Mott MUD.PWg5AD1 requirements have been met.The engineer must certify the facility to be functional.in lb BAR AROUND a•',ot 7.OPEN NG eceordancc with the approved plan design to begin the two-year maintenance period. e6 D.AGoNALS BOTH WE..OF OPENING Fe 6.O c BOTH MAYS TRAP REVISIONS, MAINTENANCE b - ®� SIN! REVISION w rA I. The permitta u responsible for the maintenance of This facility for a minimum of two years 2 # following construction and acceptance of Ib,s facility per Chapter 2. - t .r 2. Irrigation is to bo provided per separate irrigation plan as approved Note:Irrigation needs are to be met using a temporary irrigation system with a timer during the dry season Systems should be winterized during the wet season to assure longevity and �+ - appro against damage from freezing temperatures.Water source shall be as shown on the � �approved plans. iniiiimcom 3. Engineer S Owners Enll). etlnn is a visit and evaluate uthe San a minimum of twice ,,.E Pa pis„ annually(Spring and Frill).The leldscaping shall be evaluated and replanted as necessary to ensure a minimum of SO.survival rate of the required vegetation and 90%aerial - " - •la_ ;Aa ' TLE coverage.Nor-native,invasive plant species shall be removed when occupying more than 1-50 'IQ{ SHEET n ' 20%of the site. `�Ir W IL"-tr DETAIL 3FEEI- carAcr[a PAX 4. The facility shall be re-excavated and planted if silahon greater than 3 inches in depth ROOT occur within the two-year mair,enance period. WATER QUALITY SWALE SHALLOW FLAT TOP CONSTRUCTION & MAINTENANCE NOTES aeanWater Services MANHOLE CleanVs r Services DETAIL NO. 710 REHSW 12-06 Ow���•1•War. DRAWING NO 040 nEISED 02- Ow A...'M•'•"•- DRAWN BY: CHECKED BY. SHEET' C8.2 RESUBMITTED �j�p p�pB�r� 1 /�4r JOB NO. M4006500 FOR PERMIT:/: 6/0/20 5 G�•1VVW 1 w.drma..A..r urwa Tv anAnr n,t• ... EWING IRRIGATION, LLCM IFLY PROJECT RI Architecture•Interiors 1 - Planning•Engineering I F 'e`• - a.. EROSION CONTROL PLANS 1200-ON ,,i, -j � , m nl +►d 'v,� .,,i.. R6......., ;� PHASE 2 REVISIONS. Swath,w� 1' ��1 STANDARD EROSION AND SEDIMENT Lou A9 1 www.manze.com W.fn[I[fIZICORI . PEVELOPER THE PER1m1EE IS REQUIRED TO 1AET ALL THE CONIXDOriS Of THE 1200-CAI POUT.TN6 ESOP MD EWING 1RRIGATiCN„LLC. CONTROL PLAN DRAWING NOTES: GENERAL C0ND11CNS NAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WM1 THE 1200-DJ PERMIT MACKENZIE. CONTACT KEN KELLY RECKARENUITS.IN CASES OF DISCREPANCIES OR OMISSIONS,THE 1200-0 PERMIT REQUIROJEICS Q SITE MAP 3441 E HARBOR DREW,PHCFNIX.AZ B5034Sl1PERCEDE REQUIREMENTS OF THIS PLAN, 1 ALL roan REas RNRs RUST Inner OE MCP.MARE ro YlElO 1 A Kr a Ill oDN Rx YFASUaS OR m1C ICES Mint 0 PI40NE. (503)531-0601 DUMBED N RE ESOP a A MORON a THE art. 2 TIE ESOP 1EA0UES sans ON MS RAO AK WWI REcoonENTO(CR ANTITAIW STE COOT190. (MI6 TIE E�VFKT FFIGATTON TW1 m °,a,, ER:60N0101 EOOm,IDan REu MENs. A5 law m DIRECT 410 MI APPUGB[LDC'4,STATE NON FCIER,I BMP MATRIX FOR CONS I RUCTION PHASES '.Oo r„ I W-Am!L ER®1 Ala SmRER1 Dana IEUEAD6 PLANNING I ENGINEERING S setsaczax CIYaO06�0 I1 IE TERE�OMiro D�EO al AGENT SAWN ONE TIE EYP EYHYts 5 oKI Weglum 4. RUSE afMNC MD OLONC ro ME WREN(0011 FRAM/TO PROW(DOSED 141CNE AREAS 7101 BMOC A NACKENZIE mEacE re 001104E - . . CONTACT:BOO FRE?1TRESS 5. IDENC Y.WOG Ma RQTECI(Br FENCING ITT CR MR VMS)cR 0x WARM AREAS AND xLLTAROR NauNG REFER TO DEO GUIDANCE MANUAL FOR A COA VE LIST OF / R.l 1515 SE WATER AVE ESGR/N1 TREES NON ASSOCIATED ROOTING DYES E .NC 1ft(1AMN AREAS TO E1 PRRFSMA COMFY`ECETAINE EILFTER PORRAND,OR 97239 �4140Al 101E MO mB11IE AREAS(Es.AWED).AFo ono ARIAS met Pf0YTMD.ESSEOKEY N AVAILABLE BMP'S. W� �� PHONE 503-224-9560 INAS IL PRESERVE On1G YFCEDOCH RCN PAAc11r1L NC 1€-VECE1411 refs,PEERS RE�c0E1A7E c* AREAS IACN MAIM =AY - MEET PNAE der MCA71eE r FAX 503 21&1285 lnucrc ac BEFORE D C NATO cR,pa CR onmaE roN ER SE r E rm o1 waunc IN P CE EC a2AA00 1Yp6 NaTAELATKN O(Y/ri.ucT1011 srAAIIATNN (Oar,1-ANY von rSW BROCKMAN ST & 7. ElOSCN NON SCROD CONTROL MEASURES RNIIONG POWER SEDIMENT ODN:iA5.MU57 re M PLACE ECM 1tOE1A110N 3 J •yy - SURVEYOR 77011 LPF5 614a401D FOR T1E IXFATW EE 0 tS MOANED AM)1CST RONN II PLACE NC BE 61 KITING MOTEL-al SIM BEAN MILS NON RICER*WAIL E l a v ' c . CADDI BI5NS No'F ROMMTE NON-STON/wTEs Pawrlw WOOS - C gl NORTHWEST SURVIEYDIC a ESrABl91 WILIER Tiaq(AAa arTUE COCRETE14 ELAIPMIXT wvaur,LEAS KM I I55JU CONCRETE RORI �'P`E - . / CON'ACT: CUNT STUBBS I. MPE7 Tomo Nana RTBWOR sva 761 IS.EVIYS IWNSELY CN NI ISILI�AREAS AS WADND NUM 1 A x 117 / 1BEAYERTON 815 NW 90R 97006 111 PLACE,MITE 2090 IO. ESEABOH RAPROIESis OUL AND%AVE FOR All�S1a5PCE NEAS,N00 DOER i044--sloRvwER Cvlfaas msnyirr reu eR�Rc PM ONITC4. x x I I x x pI 11. RENCK TRACTOC CF SE➢1[M ONTO R1Br OR POISE ROROS 114NC GIPS SUCH AS CRJ4E)ID(OR PAYED)DIM ND rA raE ,--` PHONE. (503)848-2127 PAR($DEAD,CRAWL*1 LEPAED WADS LDCAIED CLAY[CR USE M Ex11 THE W:SIL 1441E MPS IEOT EE N TEAR __ '` j ', I j a FAX: (503)848-2179 IT no,auwa SOILS Mu E WE.E MR 15�[TIER-DCM r a G4 a pbW LOADS ON 4 L �R114 y�i:, A E x x y = •x_xv j�! it _ NARRATIVE �/� p�{�p�I���p I3. 1$15P5 m RE3OR 10 OWE STEM/WATER PO501EE m POUIRAN1S 1TaL 5*E1$`.CICLE NO IAIJ➢1Of1 FLEW.worff1444cF.me STORAGE;MLR CLENOC MC SENOR reQ I.n.7.5. A ry1,� tm NA a u•'A 1 I1 E I $Cf�r I}ONS MLA rII.N/aWEL FLUB,NC 0 H XS RCN 1E)Rf3 NO W EIMER!,AS/Ell IS TES,WIENER M�4U 11144 qpROr� q E I M I K Proms • s . • \ C RITES s Y EN 5 NC CUES 11al OOTRrTEY OPERA B S oCA1R,Q EWRVG A TIQATION C "� IYy'? \ R EXISTING SiTE CQNQ1T]DNAA IA. wm41 r4E rulnwc Rws nEx MRrraUL 0100 N sPu RaA4xroN No R6Pa6E PR)LmuIES.E1PimFI .. 4NA WA4F7A7T �L '` 1RWIIC AY 97i PREIIXn]I AAO ROPES DEsa'DSAL PfpC�INES g'11 LOTS N ILL 1fl11iR IEbUTA WMIFH4ILE S E E F.(PFIOVEMI TS .F SHDUF TOR SOARS NO WO*CW.IMTFNLL Df1MRi,r0 SIORYi CONTfL.0 IRYMC NO 9GY4L NO COIfA!➢ RREI GM+R c.' x EXISTING BUIDINGS AND ASSOC/ATM PARKING ALONG'WITH UNDEVELOPED AREAS 57oR4¢AREAS PoR MITT No 8 IS. wemcinx ENRNcY 0x x x - x E IS. U6F RWFA SOI.�K1a LOST OR OTTER 901 OON7A0.100000E AS IEIDED TO ASOo RIM-BLDNI 90E. !'!'E 90K TAW r AEIRDSE 57 14 11E/PRA".aIN ROE 6 MOWERS USED TO 41017 00 1EII7.adf MET Fa1A WMfACRISR'S.50076IOLla16 OVA(1R Al x x \1t -l DEVELOPED CGNDiTiONS TO MAPS NuRERT InrA43 m sups4 F sous. 1m�rAIRDI HEN IRO 1o[-Pa1LASE IERIVIERS.Rw ANT P p1 A ,n UMW Rr7YRlW DONE GMAT"4 •BUILDINGS AND PARKING AND NEW DRIVEWAY I7. E A SIMMER TREATMENT S1 7101(FOR MPS,E1ccrRD-CO0.141090 nlml4lul(1LTILa05 ETC.)FOR SORRY 3M1Q I re TER I .12314HT RE)IWE 0 EAE+4,A1D,SIBPI AR OPEPAn01l NC IlAIf1E)1•/KE PWI(NaIX1a STSRl1 SOEBNDG _�_ 9P1 tIAAROE Sr\� 1.V1 AICOOfM[O so _ \ ` .,i KRUSE W/(5�" LOCATION CF SIS10L 0.4104 1E OEET,LDC/.mll 6 osQURCE.DISCHARGE C697601 CeACE O14i1 Al0 A SMP1/0 Hu RSR WO 1 II I I x E x _ _. -- • NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TiME TABLE PUN AN)TRD0Eva1)BOLES 5Rrun4 RC 1RwInR SYSTEM.WAN PLM 5107784E IEla7 OPO+AD6 11E 1Ru»on S,IIt A7 01-47C x I x x x M11L. CREATE A40 IW(LW 11E TRUMAN MIT*1CCCREeIC TO IMMEACRIRHS SR2EYJ71016 1rI� ION AT RE Es0 re EACH NOW SEE SIOCA09F3 IE15T RE SMILED OR .OR ORER BPS WM BE WSEIEXIEO DER 40011 AREA x x x U- .- " VICINITY MAP •MASS GRADING(JUNE 30 2015-OCT 31 2015) 9)PROW a 015015 TO SURFACE WEBS re CIIMYNILE Sl5704 1FAD•C TO SURFACE RATERS. +p 1 r,,'• •UTILITY INSTALLATION(JULY 1 2015-JULY 30 2015) II cmmon%AOINETES M,OT AM Ca I44Q[11zmaION NC CEATKN CE BYE LN010a Duna KT R 72149 I j id/ E N.T.S •sisLET CONSTRUCTION(JULY 1 2015-SEPT 15 2015) CLIDBR 1-NAY 31 20. S®EM MICE RITORE rRAsrED SEDUM RFIO<E rT REACHES CIE TF70 OF TIE ADAt ROW It7CE THI`ii NO II •FINAL STABILIZATION(SEPT 15 2015-JUNE 15 2016) 4TOR£R10F now. Yoi •Etr �� 21. ODERICOR.NO tNTOPF 4 AS AS BOB4G5)'MARL SEDIMENT KECK rt RENDES NO NOES O1PI1 ABAE WOO RR gp RP 11NT R11 BE MULLED Pfa0R 10 ANY GROUND DISARM 6 ACDAIY. f* Ie 4' TOTAL SiTE AREA = 245,591 SF = 5.63 ACRES 22 CATCH BA94 CLEAN BEFORE RETExn 7 CWAa1r NUS BEEN REDUCED er FIFTY PERCEXT.SETMEM BASKS AAa SEDEETr1 11 FREPUAt 10.511 ROOK TRIPPED SEDRBRS BEFORE DES01 CAPACITY MS ED71 RD1KID BY FETT PFALO(T MO Q COAP(FTIN OF MITT. DAMES. TOTAL DISTURBED AREA = 10,758 SF = 0.25 ACRES 21 1RN 24 IRIS MCCAW SEDET ER THIS Ius U 001776 TT RE l S MUST RE m m l .ETM NA5v,1E TIE 1Y®® CULT OF RE 911OII IEIFASF NC RNDO11 STEPS TO FEYEM A REaxES1Q 6 TOE f81WEE RUM 11E 5NE 24 , SITE SOIL CLASSIFICATION' ITEM re a sEm4)d Wu_BE IVFo0ED Rust IDTIE(REALM a,Iso4 o SG11E twos O MA REnn) Oil All RIKMSS RFV,ED 24 TIE KERMA 1,e/4C OE SENOR NTO SIGN SEEMS OR DaEAeE PAYS laiST ACT OCCER rnAeoa OR an RATIONALE.STATEMENT (Kg D •9A 4AG5 ARE 1 M1 PROPERI7 SIIEEPE0 M0 1lAl4al ROcIP MET EC USED 10 CLEREF RELEASED SFLEMS uxocnir[ma ARE PO1 TO BE USED ALOHA SILT LOAM 2S 7414E PO7*0M EADSEI CONIROR.IE/S(0E5 ON All(POSED MEWS DO NOT MAXTETPreART SEDEE)R Mirka _.._ ce RERRWII(IC IK MY NNEER, CONE SILTY CLAY LOAM FRAMES UM PERMN011 sw r,oUN aR CIDER CAER OF EXPOSED AREAS 0 ESIABLEHED.IIDREVER,CO RENCK All A CWPRfl06t(E 115T re AWARE REST IENIYElF?IT PRACTICES(RIP)OPTXY(S BASED 01 L10 R THAW 'PRIOR WITTEN PERNISSIa larCRRMY oOm4 m0RAx MEASURES AS DFCSED AREAS BENIE SUAPED,LIRAS:COW SO COEIRCTS 41H WA QIWICE YATENL INS KEN!WANED TO Oo1HElE 11G ERDA7l1 MID SEDUM LOMFdOI RAN r-- , ON-SITE SOILS((AVE A SLIGHT EROSION POTENTIAL ALL FlLL MATERIAL RLa111mIORs.RrFEMY DISPOSE a:0067RICHON wTEsuss NO WASTE 50.1.511O MARM REUSED Br MPnRIxr REVISIONS EMS SOME CF 171E ABM L0I1D Pere 117E HOT WW1 BF.b17SE De AERIE LCTNIMED TO POT SHALL BE GENERATED ON-SITE FROM GRADING DECAVATION AND 2E ■w0TATNE SEED AVIS ARE SRLEED.0ECRO MAT 1441 RACENC LATER 11vR SFI(EER I:THE 1YPE MO ETTEcTMl1 1AANACE EROSION PREU40iO4 NON SEDOEI(T CONTROL FM EIS PRWECT BASED ON 41 REVIEW REVISION I1,7A UTILITY TRENCH SPOILS. PO )4171S re SEED N RE MAY IE0 EE WIRED ED CH TIE . SPE=SITE C(Y010 NCL 6, AINC 90E Q74OM016 TOPOCPAR4C C046TRA0rt$,A(rri�T1Y TO F5 DC CLOSWc 0ATE 27. NI R1E9C OF SEDE04 tACOI SUER 4w1 BEINS Wa4D O.(R AR uraSII76D,PIEFIRAAT 1.F 1014)D NFA NON RE STE.NON 01101 RELATED 0001 NS.AS TEE MELT PRCC ESSES MD DEE 6A HEED 10 IP3�T PLAN Wil BE MIRED. . RECEMNG WATER BODIES; m �o70SEDPROM A S31Ma�I 41018 0[up LE43 RE IC EERIER room,oao1R 1-lay CI, AN ALTER ASH CREEx LAND USE AUTHORITY CASE NUMBER: SER2014-00001,VA52014-00006,1L72014-00006 . INSPECFION_EIiEOUENCY; SHEET INDEX PROJECT LOCATION: PROPERTY DESCRIPTION' SHEET TITLE BOUNDED ETY SW CASCADE AVE TO THE WET TAX LOT 600,700,AND 800 sot CONDITION IGNITION FREQUENCY EROSION AND SEDIMENT CONTROL PLANS EROs(ON AND AND THE NW(217 FRONTAGE ROAD TO TIE EAST MAP IS-1-3588 LATTRAE=4526'36.3",LONGITUDE 127405.4" WASHIICTOII COUNTY,OREGON PEf1MITTEE'S SITE INSPECTOR: EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET SEDIMENT CONTROL 1. ACTIVE PERIOD DAILY WHIN STORYWAIER RUNOFF,FICLIIDINC EC2.0 EROSION CONTROL EXISTING CONDiRONS COVER SHEET 10685 SW OREQ1811RG ROAD COS /ACE}ICE: -MACXEOITIE PF10NE: b -9RUNOFF FROM SNOWMELT,IS OCCURRP4G. EC3.0 EROSION AND SEDIMENT CONTROL PLAN FAX: -I2&5 EC4.0 EROSION AND SEDIMENT CONTROL OETAILS E-MAL: 2e.00111 Dng ESCRIPTION 710 OF ESPEroi(oo111 Derr 15 yeapooch fidlter fabric me Tagcbs a 2. PRIOR TO SITE BECOMING IMAGINE 0R ONCE TO ENSURE THAT EROSION AND SEDIMENT L2.1 PLANT LIST AND NOTES sr eet p protection fDaTdie.E INiudrtq mnAh filty f�riD fencing and IN ANTICIPATION OF SITE 5ACCESSBILTIV. CONTRITE MEASURES ARE 111 WORKING ORDER. MI L2.2 LANDSCAPE PLAN NECCESSARY MAINTENANCE AND REPAIR MUST BE L8.1 PLANTING DETAILS GRAM 8Y:PELF MADE PRIOR TO LEANNG THE SITE. CHECKED BY:PELF THE WINNING DID CONTRACTOR SHWA TRANSFER 1200-0N PERMIT TO 3. INACINE PERIODS GREATER TAW SEVEN ONCE EVERY(2)TWO was SHEET __ -- THE)R NW AND PR0NDE DESIGNATED EROSION CONTROL INSPECTOR (7)CONSECUTIVE CALENDAR DAYS TO BORNcars PRIOR CONT TO C010NENCEMEM Of WORK.TRANSFER FEES TO 4. P000`DURING WHICH THE SITE IS IF PRATIGL,INSPECTIONS MUST OCCUR DALY AT r^�•O ATTENTION EXCAVATORS: BE BORNE BY CONTRACTOR. INACCESSIBLE DIE TO INCLEMENT WEATHER. A RELEVANT MO ACCESSIBLE DISCHARGE POINT OR C[V OREGON LAW REOIARES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION GOITER DOWNSTREAM THOSE RULES ARE SET FORTH IN OAR 952-001-0010 TFSI OU I OAR 952-001-0090.YOU MAY OBTAIN LOCATION. COPIES OF THESE RULE FROM THE CENTER BY CIMINO 503-232-1987.IF YOU HAVE ANY QUESTIONS • ICC A REto4Tstrear MEF1Ia of PROQ'1 CW51)1I10171 FE1600REl mu 14:111E3 RE ABOUT THE RULES,YOU MAY CONTACT THE CENTER YOU MUST NOTIFY THE CENTER AT LEASE TWO BISa1ESS INSPECTOR 10 7010 E140901 MI SORIA COMM IEASU Es ARC CO1STRuCO N LED • Alt NSPFLla10 RUST EC WOE N ACCORD/ICE 11TH CC I20O-CM POW RDOUFEIENIS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL 503-246-6699,ALTERNARM.LY CALL 811. 1 sPECila u3 RAT EC KEPT N A®muDE OED1 I a RRI[ RE 7EE]F)5 • HEIAN A OOP 6 TIE®NO AU.REY604 ON SOE NC WE R AWE/HF 04 REQUEST TO CEO, JOB NO. /H OO65 00 TWIT.OR TIE IDCAL awcFnuTY.KRIM NACTIK PERMS OF CREAM NNW SEEN(7)C@OOV7M �1`4VVW 09FrU14E a>;aEow Ix ESOP AT TIE CONSTfaIcrON SEE oR N ArarIER 4DfuOl1 RESUBMITTED FOR PERMIT; 6/10/2015 r , M ii Architecture•Interiors IPlanning•Engineering 1 I I Portland.OR ! l a 5032240560mw Vancouver,WA 1 360.695.7Rn _ Sxattla.WA `� 205.A9.9993 -.• r-_+ 4 . - / ,xr `+`_`_ Www.mckn2Rcorn o�r,.._.• '-- .,v_ '`� _ -• MACKENZIE. F. � �-i I '�\ � • \� _: '\ •� - pElVilO FiF>>OATION 1 3 CONSTRUCTION . a y w . 3 1 {,J7lllnlllllJ7lllfl7%lJ7/.l11�7l�i/��/���i77.1l1Ji//iillii7.7.:711/llTTl'..� I I - _ ENTRANCE DCE SEE - .. \ , j OA w.v rj iy. t 4 F :Ip r: U' t - ROVIDE INLET rr✓. VIDEI . ° I ''1 PER 3fEC4:Q _—_ "'J CONSTRUCTION \''' �.`�,� _ �. tETLANDS BUFFER / t FENCING SEE ..,\ - • 'IEXISTING ,s — mom._ ��2/EU.O ,. VI,r �_"�' te° EXISTING WETLANDS pl tIWfA'� . I � �I L \• -\T\ ` f G BUILDING i •i G- - - ._ • �' Ka 1 sn..i -%B° �wwx •� -t,'I _ - _ -�_._� i3 1 i ww I 1. 1 .1� i &Wgty(,NptTH Of ` �� .......„,....--it.....,._„ `�� - - " I FE-. ,...tUGI_zla, `l o..u... �, r (. • / - \�1 x �II \ �+ g I Mil CONSTRUCTION '{ % •f. t-.i t: ,,'i'� mm..v �i l� < � 11( FENCING SEE . -- � n•.. -- . II 2/Ee:: /,,( :�r--- NEXISTING I i rI I I I BUILDING PEwa Iw�,aanotr ic•;, J I I i • I r!112 moo...., f .._.:; ,t,°. . _ ii I t L nl J. a.ur /i _ bi 11 !, _ '--^� t I , �i�-�. may,. ..�r�.a�i.-t'eYf6w:[' '*•..�.� _ _ .- - ~r6 • • i ��� ±r°Jr'",as� / 'G / �•////'.i//•7/////// �'• ` - 7 ' ^... \"�'i- '�o Cl..t •iI a `. • / EXISTING _ - �' 1 i fi t a e''r retft4'`• 11� I t �` �` l • EXPIRES: 12®M® IV114777 4 } EX)S�JCi CONDf oNs PLAN } 1 \ i 1{}1 0 . teeeeer eeeeeeeee�eee ..aa za zb. 1 \�•`�� `` "� !!♦ ', ® ALL RIO.IS CE0.GI III ,\i 'i 40 0 20 40 DO IRS • I 1 `M'D� T 10 66/0 ARE WE KoPEA•L I 1 (d rerr) C - - won acvr+ooutco n,u,r u...cri ' l loch J0 tt .11XOVn P610e.p,Ilt)1 PQW15510N t o-o� REwsloNs: ..2.' JP� E Nas (705W0 ETA LEGEND PHASING NOTES: ; PRE CONSTRUCTION. CLEARING. AND DEMOLITION NOTES: I PHASE I AND 2 MAY BE CONSTRUCTED UNDER SEPARATE BUILDING FLOW DIRECTION ARROWS. PERMITS CONTRACTOR SHALL ENSURE THAT ALL EROSION CONTROL 1.ALL BASE ESC MEASURES(INLET PROTECTION.PERIMETER SEDIMENT -i SHOWN ALONG S'ORM PIPES BMPS FOR EACH PHASE ARE INSTALLED PRIOR TO ANY ON-SITE . CONTROL GRAVEL CONSTRUCTION ENTRANCES, ETC.)MUST BE IN GROUND DISTURBING ACTIVITIES. , • PLACE.FUNCTIONAL,AND APPROVED W AN INITIAL INSPECTION.PRIOR TO COYMENCEMEN7 OF CONSTT2UCTlOH ACTIVITIES. INLET PROTECTION 2. I200-CN PERMIT SHALL NOT BE CLOSED PRICK TO BOTH PHASES OF SEE 920/03.3 WORK BEING COMPLETE WITHOUT OWNER APPROVAL 2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE. SHEET TITLE: BERMS CONSTRUCTED OUT OF MULCH,CHIPPINGS,DR OTHER SUITABLE 3.REMOVAL OF PHASE EROSION CONTROL MAY OCCUR FOLLOWING THE EXISTING MATERIAL.STRAW WATTLES,OR OTHER APPROVED MATERIALS. STABILIZATION OF INDIVIDUAL PHASES. CONDMON$ �lr 3.SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO.TREES• n\ EXISTING GRAVEL PLAN LL WETLANDS,AND RIPARIAN PROTECTION AREAS SHA BE CLEARLY . DELINEATED WITH ORANGE CONSTRUCTION FENCING CR CHAIN LINK TIESE EROSION ANO SEDIMT]lT COMPEL PLANS ASSUME FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE TRY WEARER'CONSTRUCTION, '11ET NEARER' AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE OXISIRUCTION IEASIRES NEED TO BE iIPPUED BET EN CONSTRUCTION BARRIER. OCIOBER 1ST AND MAT 31ST MMOP DRAINAGE FLOW DIRECTION 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE DRAWN BY: PRO,ECT. ADDITIONAL MEASURES INCLUDING.BUT NOT LIMITED TO, ROM STREET SWEEPING, AND VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE ST001PLING WILL NO-BE-AMC PLACE CH rf PRQECT SITE CHECKED BY PROJECT. SHEE: S.RUN-ON ANC)RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE ��L^.O SLOPE DRAINS(WITH OUTLET PROTECTION). CHECK DAMS, SURFACE ROUGHENING.AND BANK STABILIZATION. JOB NO. 2140065.00 1 RESUBMR?ED FOR PERMIT";6/10/2015 �.�, .�A• jiSTORM WO FACILITY T a D EXTENDED DRY DETENTION r' M iii rAREA of CUT AREA DESIGNATED FOR SOLID CONCRE�TEE WASHOUT 4 8'RIP-RAP Architecture•Interiors WASTE. NO STCRAGE OF FUEL 1�PER 4/EC4.0 TYP AT OUTLET Planning•Engineering CR BE PERMITTED ON SITE SATERIALS TO I I ..•.11lL ▪ -_ II 503T W 1erOAILI tREMOVE ASPHAL- AND - ---4F " NTj� ` .. SRU 360.69S7679 ADD IN SOIL FOR 1 A 1 e 1 1,0'• ` O� t PROPOSED IFLY \ 'F ,>ry 6sJtD.WA TREE PLANTING .tir � __It., \ -\` a ` J}T 2067499993 i 1a BUILDING VP, �'r _ . ...::� - a ..OP.11. `I ,, 0,,,,....) ' �4::.. \ p� �•y W W W.n%kn31.COR1 a.u• 8, l/li!/Gi/.71N'�!1%A. i i r1 IM A W4 sr.ler to s N y p ! '.�:i _ _s1 ��� ''-� MACKENZIE. q,�, 4� j/ . WETLAND BUFFER H -•I L .f� a>a+1 ..,.......,�....m NE• I ,.1 ,�pROVIDE INLET :'\ '7A p 3, �,(• ••' I `- PFiOTEGT�ON INF �O An �� '''Cl-I 7 WETLAND BOUNDARY 111 PFR,�E8�0--77P: !'�', y EWrK1 FCa:AT1pN s ! J-- d v A• EXISTING UU I -` - y> �.\ IIt A .4 w4 4 o- -~ �� ~ ,• C• PROVIDE INLET I .1 i w I�ew,l II 1 �� \� PROTECTION 1.t1 - _ - ..iva a.., i• r�/. ii..r v Wei iii \• �>L PER 3/EC4.0 TW. tO1 gee LANDSCAPE 1I A I -_T- 'DO mwd N DISTURB s,-�A PLAN TINOS i •4 c.p '® r �/.M i • \C 0 \ AREA TH OR1 A� • }]I�I �� FENCING \ • .1 =• i \ t' lie, ! FFENNCINCUC ..m,m_.. \��� 11 1 CONSTRUCTION / 7 ... e r :/ • \I :� / SCE s/Ecs.D ,,,e \�\,\1 ) l FENCING SEE / OF QJT I'Ilil L Tn+ •°'" 2 C4.0 J ISTALL N new. • �• �.r: PROM t\,.4s6 Rip_ r .w. PROTsanar EXISTING I�. t PROVIDE INLET ( . _-` _-\ �� ATWF I i I �' ® '_\ PER 3/EO4.0 TYP. LAMPHERE ! 4.. ?�1, I PROTECTION Al } PER 3/EC4.0 TW. I,I >^ �,. '`�I IP•�� 1 r \ ' SERVICE CENTER t ' d V �1 H 3• L i.�--� 1 I \ - BUILDING I t r I j +..p. - 4 I _ / - ,-CONTRACTOR SHALL ENSURE J _ , _ INSTALL SIDEWALK POSITIVE DRAINAGE.INSTALL `` ' f / �pa h aI I Y �lsf�Y �A\a%JK1 L1v• ,� �"'A I TO PROVIDE ADA ',CURB BREAKS AT LOW POINTS A I "A-- \ - �< < -.��' rq ''J� "'+ WALKWAY TO R.0_WV IF NECESSARY I ° \.. - ,r.. Ki ) - _ - -- - \ AI I Ib,•NAv .///,�./�.'. I//!,,�'::%,e, 4/// a///4////.v/ '44,644,'//T//!/ p 1 A J ) 1 ( •-\` _ _ saw -PROVIDE INLET Project •,Ip • UDAb•�AS[N ' I ,�•, .� �... �-' - PROTECTION EWP4G IRFi1C�AT10N r �� .t, •.�'ir•_ 'c+T-T_.-K -y.• ._ , - �'�' = /, PER 7/EC4.0 TW. 'j -, r1 M , 1...VAC . / SITE IMPROVEMENTS 47„, E , - m VIDE INLE F >/ w..w I�� Y,brad r..r 4HOTECTICN �• /� a a • wr J '-/ .cr 1 PER 3/EC4.0 TVP. EROSION AND B�ArIBIT CONTROL PLAN J LET R I 1 1 4Ic) ,.,'I ' ' PROVIDE J40 PROTECTION ` PER S/EC4.0 M. �AI 40 0 20 aa(W rax Leo 160 I �:) �(T����V�L r � \ A tak , 1 ' PHASING NOTE ‘,, '' I / �' LEGEND '�\ / 4 SOP fir R repo"- . 7I TTHHEEFFRONTTAAGE�ROAD IMPROV CONSISTS THE IFLY SITE AND -i SHORN ALONG STOORM PIPES ureww `� ���`0 / -�y m® f PHASE 2 CONSISTS OF ME YADENINC OF THE DRIVEWAY TO •w'�~ \\• `* J� SW CASCADE AVE THIS WORK NIL_COMMENCE FOLLOWING INLET PROTECTION .... GRADING. STREET AND UTILITY EROSION AND OBTAINING CORPS AND OSL APPROVAL FOR WORK IN THEWETLAN SEE STD.DETAIL 3/EC4.0 ==yl� / m Wit As�a1a.Yopl)dENT CONSTRUCTION NOTES: DS' �TSte I- EEWEst 64.0s ORE T P RE trSr MINIIIIIIR DRAINAGE FLOW DIRECTION a! I\�V y' a'trF"i+o 0 I Aar TO RE u. 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED / OR•fP0.0dlR W ACHY NAWSSI i OR 1Kgpt WHIRR PTANISSICN OF ONE OF THE FOLLOWING MIXTURES,UNLESS OTHERWISE AUTHORIZED: /• / •:y1�'•\ REVISIONS: A.DWARF GRASS NIX(YIN.100 LEE/AC.) FILTER FABRIC FENCE SEE STD.DETAIL 2/EC4.0 2.I.DCREEPING RED WARF IFESCEE(20%BY%EIGHT)QGHT) AREA OF NEW ASPHALT ///I y ` ,,sOErl M0 Da) B.STANDARD HEIGHT GRASS Mix(YIN.10OD./AC•) 1.ANNUAL MORASS(40%BY WEIGHT) 2. TURF TYPE FESCUE(60%BY WEIGHT) 2 SLOPE TO RECEIVE TEMPORARY OR PERMAH NT SEEDING SHALL HAVE OTTHHER AAPPAPRRO D'IMPLEMENTS.SURF, ROUG TNING IMPROVES ESEED DING SEDIMENT FENCE CONSTRUCTION NOTES AND REDUCES RUN-OFF VELOCITY. 3.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WTTN APPROVED MIX ATE APPLICATION RATE 1USC OF STANDARD O HEAVY DuTY FLTEA FABRIC SHALL MEET DESIGN STAR AOS SYNTHETIC FI SOEGTION OF FILTER FABRIC TENSILE AND BURSTING sTRENGTH DEPENOs ON THE SLOPE LTER COWAN ULTRAVOLET RAY NH680'On AND STAMJZERS TO PROAOE A maw OF 6 MONTHS OF EXPECTED USABLE 4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING WOOD CHIPS,OR OTHER APPROVED MEASURES. CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF O DECREES TO 120 DEGREES. SELECTION SHALL BE BASED ON - STANDARD OKSIEEIRNC PRPICIPLIS FOR DE90N. 5.STOCKPILED SOS.OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.WRING'WET HEATHER'PERIODS.STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING SHEET TITLE: CR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE 2) STANDARD OR HEAVY DUTY FILTER FAERE FENCE SHALL HIVE 1WAIFACTURED STITCHED LOOPS FOR 212''LFi EXISTING INSTALLATION. SIMT KO LOOPS SH A W BE!MAILED ON THE HIP-TOLL SIDE OF THE SLOPED AREA WAN POSTS CONDITIONS 6.EUPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING,EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES CR SPACED A MA7OWJY OF 6 FEET APART. PLAN WATTLES OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES 3) HATER FARING FENCE SHALL HAVE A M►aMUY VEAnCx BOWL DF 6 INCHES 00,AN HILL OF POSTS ALL 7.AREAS SUBJECT TO WIND EROSION SHAH USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETING.STRAW MULCHING OR EXCAVATED NATEIL.L FROM FILTER FABRIC FACE INSTALLATION SOIL SE FiRYLY REDEPOSITED ALONG THE DOVE OTHER APPROVED MEASURES TRENCHED AREA ON THE DOMO-ILL SIDE OF TIE FENCE 6.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AA MAINTAINED FOR THE DURATION OF THE PROECT ADDITIONAL MEASURES INCLUDING,BUT NOT 4) THE PH'YSIGL INTEGIaTY OF ALL IAATERIA S SHALL BE SUFFICZNT TO WET THE WO/RON:NTS OF THDR UNITED TO,TIRE WASHES,SWEET SWEEPING,MO VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL.PAYED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT INTENDED USE AND WITHSTAND NORMAL WEAR AN0 TEAR- -- 9.ACTIVE KITS-0 STORM WATER STSTUIS SHALL BE PROTECTED THROUGH THE USEOF APPROVED INLET PROTECTION MEASURES ALL INLET PROTECTION MEASURES ARE TO BE RE0.EARLY 5) 'HERE PRACTICAL THE FILTER FABRIC SOUL BE PURCHASED N A COIITRAlOUS ROLL TO THE LENGTH OF TDE - -_- INL INSPECTED AND MAINTAINED AS NEEDED. BARRIER TO AVOID USE OF JOINTS. WHEN MINIS ARE NEESVAY,252'POSTS SHALL BE NTEREDC(ED WITH EAIN DRAWS!BY: OTHER AND BE ATTACHED SECURELY. 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDAIEN'-LADEN WATER. 6) SEDIMENT FENCES SHALL BE INSPECTED BY APPuCANT/CONTRACTOR IIMEDWTELT AFTER EACH RAWFALL ARO AT CHECKED BY: II.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSI1•M.IF THE LEAST ONLY DIIRJIIG PROLONGED RAWFALL ANY REWIRED REPAIRS.RELOCATIONS OR AO0Rl0N$SHALL BE DUDE SHEET AIAIFDNTQY. CONCRETE WASH OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN SO'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS RAY BE REQUIRED THE WASH-CU'SHALL BE LOCATED WITHIN SIX FEET OFF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY. 7) AT NO TLE SHALL SFDLENT BE ALLOWED TO ACCUWLATE GREATER THAN I/3 THE IEJGHT OF THE SEDWDIT FENCE ABOVCLRWNO. SEDIMENT SHOULD BE REMOVED OR REGRADED NN SLOPES,AND THE SEDIMENT FENCES EC3.0 12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER STSI LM.SWEEPINGS SHALL BE PICKED DIP AND DISPOSED IN THE TRASH. REPARED AND RE-ESTABLISHED AS NET7IED- 13.AVOID PAVING PR WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STOOL WATER SYSTEM. 14.USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15.COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WIEN APPLYING SEAL COAT,TACK COAT,ETC.TO PREVENT DNTROOUCNG THESE MATERIALS TO THE STORM WATER -- - S Ts!]L JOB ND. 2140065.00 RESUBMITTED FOR PERMIT: 6/10/2015 .,,..,....�,.�...roe,,•• IL GLE TER OA olF / �0 yt,• FENCE TO RE�001 t5 TRAPPED I, T M kil �: Architecture•Interiors a:is►,'" Planning•Engineering / a.,.:�+ // „yS..•A .•�n.' DUMP STRAP ,,s,. CONCRETE TRUCK LOCATION WASH-OUT �:`:s Portland.OR � INTERLOCKED t'REDACT FOR ?.. SEE PLANS FOR LOCATION CLEW ar RIR a 3,e'CUM KCA 6 2'.2'POSTS AND ATTACH PLAN VIEW BAG REMOVAL }\ ���/ slaao.¢RUfI)RmIpB Nr9 FROM INLET \/ 2 EACH � ,�'� WA OTO1T%rAL.s RECORD y- re}\ STRAPS DU VECO"w'' DEN SE STITCHED LOOPS '46,V-.j": >:-.sue DUMP STRAP mill NIid 6.16.,WA •27.w.fro.TaaE FANA,AND xnL1.ESOE•rtw i mYdmum `�v:': . � OVER 2'.2-POSTS NOTES: w'•`;�-� ANSION RESTRAINT :row tw mope. 1,,�ii:,_t;);. NYLON R ��� 206.7499993coo T HURT Burro)CF FUER FABRc e' SEDI ENT CONTROL OM.EL OprsIAVC10. 14ATKALTY DELO•...MED OWE i`�'' �'•'(1; • ROPE, W W Wl5CSO1Z•20R1 �� ttRe R.� � � r.. � FLAT WASHERS A BAC 5[LTSACK' /r, El z. 3•.2•rm.PINE o.srm OR EQUAL =•,11_ DEPTM BAG DETAIL MACK E NZ I E. ul Pawwwr MICE P11S1S \` I • 2' 16 Wei.•W.."... Y YII✓r � / .. R. POSTS TO eE RIMMED 01 Lin•IL SCR Cr 41•E 2 I J�^OY\r?Or ���Jr�4Cj�� •7:77 ont e. mvAcrBBBe mEs ai rKlrn FANet BAG DEPTH d'.V/�,��9���i ri��i\��6,���4`��h WAD, ,. TO TOP OF PIPE• `�• �r\2••' EWAIO i1�QAT10N i i i/.l fi b����i0'S���N S PAND;NL$T e(oLACLOq. 11 v1ti\`e".•.r-:Y1\.-����� 1111111111W R �:LS0: :III I ELEVATION VIEW NOTES "� 16•MIN. I. 1W DORAIKE 9WL RC N.Mf W PI.COIRIT N RIOT RU PREVENT O4ogcC pl FL OM(OF MOM.PRO%AIX REM-aF-YK TOP AR CLEAN Bes larr,.a MUSIC.RUM Awiaa :,fir' - .;,• ;,..1:•,:,.e'l INSTALLATION DETAIL Ovr Cr NCI... .cs.rscn TO nw uzarxi. ,: i!:: 'S y 3. wo. ..cns or CfiKII PIMP TO ortwAvu.aNro.1.•uc eort-:.-..r e:>::,.,:.y.3::•%�F';.!Zxw;:iir:;$Qy is 36<T'A FABRIC MATERIAL 12• y. wItN IkIr OW. O AAN irPwamP STEED.RE CUE. CCA MI PREP 5001.1261 USN_ wB•aamm SRN( 1e *S Yf'F!:iMTS.A.I* 5MII.I.4:. 36•WDE ROLLS c NOV' I:1 SLOPE A. MIvx•war.CUMIN.Srmcxr LAD.rm.5 1ER..•a NC SR PA Pc CO161RtKTIIN K. - { .'.?:j,. :u -r ',>;c:;.y?n' :a 1.THE C DIMENSION CHART ABOVE iS FOR STANDARD CATCH BASINS AND INLETS CNLY. SECTION A—AIz+raaNcc ar.•n.A.. S SHILL 9E eeNmIRD TO OAWr Hoar OeOVG AN A•PN.(D b as{3. +x.%;%'i' N„s'll'^]'?r� THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR RTtaw Srste ut f':y F:iax••JN nS'•+�'�'•�wi:�ri=y EACH INLET. NOTES: a rA..T _��/Al,'/i;/i��/�.- 3 i• 2.THE CONTRACTOR SH MEASURE DIMENSIONS IN THE FIELD AND ORDER NOT S: 20.WK IN m•mix re urn A-- ❑M Boot THE APPROPRIATE 512E S). -- WIBdID9aDL • I I 1 3.tHE INLET.SEDIMENT C TROL DEVICE SHALL BE OF HIGH FLOW DESIGN 1.CONCRETE WASHOUT AREA.LOCATED SO RUNOFF CANNOT ENTER STORM SYSTEM. ev LW IN m'5VE 3-0'CUAN woo KR Nla■r.r1Fvm..w. LI - IC.roam.1„0,,,1,v, (T2H00 GALUININ AS PER THE MANUFACTURER'S SPECS. IF WASH CON CANNOT BE LOCATED MINIMUM OF 50'FROM ENTRY TO STORM SYSTEM, CaOallo A Nolerr um NON ARE Canon)PBS TO of COIGN WIMP S'YAJODUN SPAaNG U o.�vw�Tt,SU 4. E SED EN TROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR THAN SECONDARY MEASURES SUCH AS BERMS AND TEMPORARY SETTLING PITS MAY PrR1oR 300-511 P.A•RG oo.,v.4 Or RCM MI. w.a117.Cr C M•.rEP AND MAINTAINED A MINIMUM ONCE PER MONTH OR WITHIN THE 48 HOURS FCLLO•MNG BE REQUIRED. FRONT VIEW SEV W0 CROWNEPReVi.RC. A STORM EVENT. AMC sower rei"*"' S.CONTRACT SHALL CLEAN OUT CONCRETE TRUCK WASH-OUT AREA WHEN WHEN DEPTH IA-NNW Ale CD31 ..NUAL Nis PVa+•W.Ao'.•-a D..u.r_ 5.INLET SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE REACHES I" I IS NOT APPROVED. I CONSTRUCTION ENTRANCE a CATCH BASIN SEDIMENT FILTER BAG a CONCRETE WASHOUT Clean) r.Saviors 2ese N.T.S. oua �N.7.5 "` Doming e55 REEFED I2 Oa "•°"' i) SED MENT FENCE C an es . ces DRAWN,NO.875 RENFRO I2-011 •""•m took la i1"r ProMc( pEWIIN IRRI AT�MN.�p 911E IMPROVEMENTS .1 -I. •+e1■t�1. ♦ t • �«s r �F i 4 *�-f L� GOWSLOPE. �n. r,1i:F.: • • •• r 1 FtL11t�E �a )EXPIRES: 12/31/151 •Boat FOR RlPRM SHALL BE ANGULAR w SHAPE `/��.�� �`� �� --"-.^ --- -- •POCK MESS OF A S NGLE ROCK SHALL NOT DE LESS THAN g1E•THIRD as usom. / ��~�_"`/�.lY'" uAgENM lOt, •ROIACFD ROCK WILL NOT PE Aoaa-TEn UNLESS APPROVED SY THE DISTRICT, ��~- ; b �• f f ~v •:,l Irk : All R at5 scV,co R1PRAP INSTALLATION: '( e P. / f •,, ' NA4OccEv21E u o PRE 401 To AWED t o •EXCAVATE BELOW FINISH GRADE TO DEPTH A DWENS5ON.N SHORN ON APPROVED PLANS --.� / e /f , r�l MiNq.r EiR�iTDIr IS510.p+ •WSTAl1 WOVEN GEOTFXTILE RASING �f f •'� • .•'1 - "� •PLACE FOP RAP TO FINL4H GRADE IOur S f / / f �\ REVISIONS: 'f / ya 13 DATA •GRADE RIPRAP SHALL SE TIE F11aq AND SZE OF ROCK ACCgCUNG TO THE FOLLOW WG f /f J['1 , 4` Ct�r Crp r CLASS CLASS CLASSm too CLASS CLASS f, / f Af ~'` / PLAN VIEW r� PERCENT o1fR1M ' // f F'� rB" 1 KM - WEIGHTOfROCK(LBS) (BY WEIGHT) f' } I _ f / f 12- 50.70 ,00•D 200.140 7oD.wo 2000-1400 A f / 30-15 OP25 146.0 50:FM0 100-700 30 IT �' 16,2 25-2 50-5 -20 r Roo NO 4`e y T, 1 r -__ 2-0 2-0 5-0 20-0 460 10 • • e f% I I I-- �I -IVeip No ♦ . •i 4 R ' STAPLES {1 __ '•2 SHEET TITLE is°imaRIC VIE■ frs1V / '- \ _-- •••:'.:r'. COOL TYPICAL SLOPS / - .. DETAILS SOIL STABIIIZATION MOWS. iB{�"> 12" PROFILE I. SLOPE SWALE VALI X FREE OF SEERS. 4 '/\. 0/0`S CZOOS.51EYS.00 GRASS.u7N .SNNL IRO E 0200 SPT E'AYT OLIO vv! T..WRr PE704W050 sara T.•EQFE1w1 PLACING E[..M•C!S NOTE .T EE ITTS LGOS ,- - _ ---_- -EIS f2Y MID STAVE OP STAPLE 7D!NNW DWELT COMACE MTh/ 1, BIO BAGS ONLY REQUIRED WHEN I INF SLOE 07 ROI 5.1eLy( D4M2@I R+ C SEDartNT LADEN WATER. a DRAWN BY: .. STACAG OP STMW+C WOW PER 2.STAgNG OF BAGS REQUIRED C4 IER N Or C EM•.TTA I sAf .TAWS WITH EITHER L4THOO USING(2) 5.0nACE3��N rUn"NCI CORROL CHECKED BY: ® wL S.�•u EQUAL PER STAKES OR APPROVED PIAMSI-Am::DESK: :.BELL t. SHEET: P.P RAP DETAILS OUTLET PROTECTION MATTING SLOPE INSTALLATION C '.M RIP RAP a_�� ORA.WO NO,SOD BARD'-CO Ow*maw 1. a�"� EC4.0 Demt Drawing 520 RENSED 12-06 w....I....N d.r. ' JOB HO. 2140065.00 . TW sal 11014.4401 sa. 1 SHOW..SAoi..0142 W RI x..Kre..N.IW.11211. Arts RESUBMITTED FOR PERMIT: 6/10/2015 �„�„.,.,n.nw• ... M . Architecture•Interiors PLANTING NOTES IAIANTBrANCE NOTES CWS WATER DUALITY BARN Planning•Engineering I EROSION CONTROL: GRADING,SOIL PREPARATION. MID 1 THE PERMITEE 1S RESPONSIBLE FOR PROVIDING ROUTINE PLANT SCHEDULE SEEDING SHALL BE PERFORMED DURING OPTIMAL HEATHER MAINTENANCE TO STORMWATER FACILITIES PLANTING AREAS CONDITIONS AND AT LOW FLOW LEVELS TO MINIMIZE TO ASSESS PLANT ESTABLISHMENT AND IRRIGATION TREES BOTANICAL NAME/COMMON NAME SIZE OTT SEDIMENT IMPACTS WHERE SEEDING IS..SED FOR EROSION FUNCTIONALITY. ROUTINE MAINTENANCE AT A MINIMUM ACER CIRCINATUM/VINE MAPLE 5'-7'NE,MIATI-STEM 4 PereiraOR CONTROL,REGREEN,STERILE WHEAT,OR BIODEGRADABLE INCLUDES THREE VISITS PER GROWING SEASON AND ONE col nA9560 FABRICS SHALL BE USED TO STABILIZE SLOPES UNTIL VISIT PRIOR TO GROWING SEASON. MAINTENANCE SHALL Wm.. PERMANENT VEGETATION IS ESTABLISHED. INCLUDE THE REMOVAL OF NON-NATIVE.INVASIVE WEEDS 3606937879 THROUGHOUT THE MAINTENANCE PERIOD UNTIL A HEALTHY RHAMNUS PURSHIANA/CASCARA 7 GAL.,MIN 2'HT. 3 kett1e,WA 2. UPLAND PLANTING AREAS SHALL BE MULCHED WITH 3' STAND OF VEGETATION IS ACHIEVED. 20 4999133 DEPTH MINIMUM WELL-COMPOSTED BARK OR LEAF MATTER W'N1Yf1141QIZe.Ca1T 2 MAINTENANCE OF STORMWATER FACILITIES TO BE FOR A SHRUBS BOTANICAL NAME/COMMON NAME S12E SPACING OTT 3. DO NOT APPLY FERTILIZER TO STORMWATER FACILITIES OR PERIOD OF TWO WARS VEGETATED CORRIDOR PLANTING AREAS. O CORNUS SERICEA/RED TRIG DOGWOOD 1 GAL. M!N 2'HT J6•a c. 6 M AC K E N Z I E. 3 PLANTS FAILING TO MEET ACCEPTANCE CRITERIA SHALL BE .....••"E•Wan-".1. 4, TOPSOIL AT STORM WATER FACILITIES MAY BE SOURCED FROM REPLACED DUPING THE MAINTENANCE PERIOD PRIOR TO on./ STOCKPILED SOIL ON SITE TOPSOIL SHALL CONFORM TO THE REPLACEMENT, THE CAUSE OF THE LOSS SHALL BE rti RIBES SANGUIN£UM/RED FLOKERING CURRANT I GAL,MA 1.5.HT J6'ate, 12 � CLEAN WATER SERVICES DESIGN AND CONSTRUCTION DOCUMENTED AND CORRECTED. �j FfloATION STANDARDS AND, IF IMPORTED, BE FROM AN APPROVED - SPIRAEA OWGLAS!/WESTERN SPARER 1 GAL..MIN. 1,S'NZ .16-we. 5 SOURCE. GROWING MEDIUM FOR STORMWATER FACILITIES 4. THE DISTRICT SHALL INSPECT THE CONDITION OF THE SHALL BE A SANDY LOAM SOIL ACCORDING TO USDA SOIL WATER DUALITY/QUANTITY FACILITY AND THE VEGETATED TEXTURE TRIANGLE TOPSOIL TO BE LOOSE,FRIABLE, HELL CORRIDOR LANDSCAPING PERIODICALLY THROUGHOUT THE SYMPHORJCARPO$ALBUS/COMMON WHITE SNOWBERRY 1 GAL.,MIN. 1.5'N7 36'a 7 • BLENDED AND FREE OF DEBRIS. WOOD. REEDS OR OTHER REWIRED MAINTENANCE PERIOD. THE DISTRICT OF CITYCD FOREIGN MATTER. SHALL PROVIDE AN INTERIM INSPECTION REPORT TO THE OWNER WITH A SPECIFIC SUMMARY OF ANY DEFICIENCIES. .GROUND CO _VER5 BOTANICAL NAME/COMMON NAME/NOTES SIZE OUANTITY I` 5. TOPSOIL TO 8E TESTED BY AN INDEPENDENT LABORATORY, FAILURE OF THE DISTRICT OR CITY TO PROVIDE THE INTERIM ZONE A PLANT MIX- 315 SF: RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE REPORT SHALL NOT RELEASE THE OWNER FROM THEIR WITH THE CAPABILITY TO CONDUCT THE TESTING INDICATED RESPONSIBILITY 70 PROVIDE ESTABLISHED LANDSCAPING AT •CARES OBNUPTA/SLOUGH SEDGE PLUGS 6'NT. U/N. 630 PLUGS FOLLOW TEXTURAL AND pH RECOMMENDATIONS FROM SOIL THE END TO THE REWIRED LANDSCAPING MAINTENANCE - - ' JUNCOS PATENS/CALIFORNIA GRAY RUSH PLUGS 6'HT. MIX. 6.30 PLUGS TEST PERIOD. SCIRPUS MICROCARPUS/SMALL-FRUITED BULRUSH PLUGS 6'HT. MIN. 630 PLUGS 6 COMPOST SHALL BE WELL-COMPOSTED, STABLE AND WEED 5 IF AT ANY TIME DURING THE WARRANTY PERIOD THE EQUAL OOANTITIES AND£QUA. DISTRIBUTION OF CAREX, 1-2'DIA. PLUGS FREE ORGANIC MATTER. MOISTURE CONTENT TO BE 35-55X LANDSCAPING FALLS BELOW 60X SURVIVAL OF TREES ANO JUNCOS AND SCIRPUS. MIN. 6"HT. BY WEIGHT, 100X PASSING THROUGH I SIEVE.HAVE A SHR:.BS OR 90k AREAL COVERAGE BY HERBACEOUS PLANTS 6 PLUGS PER S.F. SOLUBLE SALT CONTENT OF 5-10 AS/IA NOT EXCEEDING 5S OR IF THE AMOUNT OF UNDESIRABLE VEGETATION COVER % ZONE SEED MIX-291 S . INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO INCLUDING TARGET NON-NATIVE SPECIES EXCEEDS 10X THE j/!l�/ @SF..HOODS AND HOPKINS CEPS NATIVE DRY AREA MiX' 1 LB PER 1.000 S.F. 5 LB PLANTS OWNER SHALL REMOVE UNDESIRABLE VEGETATION AND REINSTALL ALL DEFICIENT PLANTING AT THE NEST BROMUS CARINATUS/CALIFORNIA BROW' T AMENDED TOPSOIL AT STORMWATER FACILITIES SHALL HAVE APPROPRIATE PLANTING OPPORTUNITY. THE REWIRED ELYIVUS GLAUCUS/BLUE W'TLDRYE A pH CV S TO 6. PASS THROUGH A ONE INCH SCREEN AND MAINTENANCE PERIOD MAY BE EXTENDED FROM THE DATE OF FESTUCA RUBRA V RUBRA/NATIVE RED FESCUE Project CONTIST OF 35X ORGANIC MATTER PLACE 12'DEPTH REPLANTING IF,IN THE OPINION OF THE DISTRICT OR CITY, LUPINUS POLTPHYLLUS/LARGE LEAF LUPINE FLY MINIMUM OF COMPOST-AMENDED TOPSOIL AN ADDITIONAL TIME PERIOD IS NEEDED TO ENSURE THE REWIRED LANDSCAPING BECOMES ESTABLISHED AND CAN - 5 DO NOT PLANT IN WEATHER ABOVE 90de¢ OR BELOW 32deV. SURVIVE LONG TERM. THE EXTENSION OF THE WARRANTY PERIOD MAY BE VP TO TWO TEARS CWS WATER OUALITY BA.9Pl DATA 9. PROTECT STORED ON-SITE PLANT MATERIAL FROM EXTREME HEAT,CHILL OR WIND. 6. THE WARRANTY PERIOD SHALL SE COMPLETE WHEN ALL THE CEPS PLANTING REQUIREMENTS REQUIREMENTS OF SECTION Via OF THE CWS MANUAL HAVE TOTAL AREA-606 SF. 10. REPLACE REPAIR AND RESTORE DISTURBED LANDSCAPE BEEN MET, THE ONE YEAR MAINTENANCE ASSURANCE PERIOD AREAS DUE TO GRADING, TRENCHING OR OTHER REASONS TO HAS EXPIRED ON ALL ELEMENTS OF THE PROJECT AND ANY TOTAL NUMBER OF TREES REOUIRED: 7 TREES PRE CONSTRUCTION CONDITION AND PROVIDE MATERIAL REPAIRS REQUIRED DURING THE MAINTENANCE PERIOD HAVE TOTAL NUMBER OF TREES PROPOSED: 7 TREES APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE BEEN COMPLETED AND ACCEPTED. TOTAL NUMBER OF SHRUBS REWIRED: 31 SHRUBS 11. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY S70CK, TOTAL NUMBER OF SHRUBS PROPOSED: 31 SHRUBS WELL BRANCHED AND ROOTED.FULL FOLIAGE, FREE FROM INSECTS, DISEASES, REEDS, WEED ROT, IN./AWES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED IN WATER OUALITY PROTECTION NOTES VEGETATED CORRIDOR AMERICAN STANDARDS FOR NURSERY STOCK,ANSI 260 7 2004. 1. NO STRUCTURES DEVELOPMENT,CONSTRUCTION ACTIVITIES BO TAN(CAL NAME/COMMON NAME (BARE ROOT/SIZEI SPACING/SEEO RATE I OUANIETE GARDENS LAWNS, APPLICATION OF CHEMICALS, TREES(TOTAL 128) 12. PROVIDE LANDSCAPE AR[HITE.' WITH PLANT MATERIAL UNCONTAINED AREAS OF HAZARDOUS MATERIALS AS DEFINED FRAXINUS LATIFOCIA/OREL.ON ASH 3'/2 GALLON 50 ORDER FORM WITHIN 30 DAYS OF CONTRACT AWARD- BY OEO.PET WASTES. DUMPING OF MATERIALS OF ANY KIND, OR OTHER ACTIVITIES SHALL BE PERMITTED WITHIN THE SALlX SCOULERlANA/SCQ,eER'S WILLOW 3'/1 GALLON 10 FEET ON CENTER 10 /3. REMOVE POTS. TWINE AND BURLAP FROM ALL PLANT VEGETATED CORRIDOR 1Wi1CH MAY NEGATIVELY IMPACT MALUS FUSCA/PACIFIC CRABAPPLE 2'/2 GALLON 38 e, RAOlDiE NCH MATERIAL PRIOR TO PLANTING. WATER QUALITY,EXCEPT THOSE ALLOWED IN RJo0 07-20, SHRUBS(TOTAL 639 ALL wars u[saxn i.LSL ZW M APE THEVHCPEiltY Am 14. SCARIFY ALL ROOTBALLS AND.UOSEN ROOTS PRIOR TO CHAPTER THREE ACER C/RCINA TUM/V/NE MAPLE 2'/2 GALLON 109 Y OR RI MYl% LONICERA LN VOLUCRATA/BLACK TWINBERRY i.5'/I GALLON 105 WITHOUT MCP,IOUiTEN PEHII590M PLANTING. 2. IF APPLICABLE, PRIOR TO ANY SITE CLEARING, GRADING OR 15. SEE L5.1 FOR PLANING OETAI.S CONSTRUCTION, THE VEGETATED CORRIDOR SHALL BE MAHO.N/A NERVOSA/CASCADE OREGON GRAPE 4-/I GALLON 4 5 FEET ON 105 REVISIONS SURVEYED,STAKED AND TEMPORARILY FENCED PER SPIRAEA ODUGLASlf/DOUGLAS SPIR£A 1.5'/I GALLON CENTER 1N CLUSTERS 105 16. AT CLOSE OF PROJECT,REMOVE ALL EXTRA MATERIALS, APPROVED PLAN. DURING CONSTRUCTION THE VEGETATED REVISION onTA CORRIDOR SHALL REMAIN FENCED AND UNDISTURBED EXCEPT SYMPHORICAPPUS ALBUS/SNOWBERRY TS'/GALLON 110 dd� REVISION OAtt SUPPLIES AND EQUIPMENT FROM SITE - E AS ALLOWED BY Rd0 07-20 SECTION 3.06.1 AND PER VIBURNUM EDULE/HIGH-BUSH CRANBERRY 2'/1 GALLON 105 APPROVED PLANS SEED MIX _ 3. APPROPRIATE OMP'S FOR EROSION CONTROL IN AGROSTIS EXARAFA/SPIKE BENTGRASS SEED 1 LB PLS/ACRE AS NEEDED FOR DIRRIGATION NOTES ACCOROANCE WITH C.S.EROSION PREVENTION AND DESCHAMPSIA ELONGA TA/SLENDER HAIRGRA5S > SEED 2 L8S PLS/ACRE 2RE VA AREAS SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SHALL 25�OSIARE FELT 1. PROVIDE IRRIGATION AT A MINIMUM RATE OF ONE INCH PER BE USED PRIOR TO, DURING, AND FOLLOWING EARTH WEEK FROM DUNE IS TO OCTOBER 15 OR LONGER IF NEEDED. DISTURBING ACTIVITIES - - " IRRIGATE PLANT MATERIAL A MINIMUM OF THREE TIMES PER • WEEK 4 REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE 2. PLANT MATERIAL "0 BE IRRGGATOO FOR A YININUM PERIOD MINIMIZED TO THE GREATEST EXTENT PRACTICABLE SHEET TITLE OF TWO YEARS FROM DATE OF SJBSTANTIAL COMPLETION. DATE 3. PROVIDE ON GRADE DESIGN/BUILD TEMPORARY IRRIGATION NOTES AND DESIGN PRIOR TO COMMENCING WORK. AT A MINIMUM. PLAN PLANT 8G'®UL.E TO IDENTIFY WATER SOURCE,RACKET OW PREVENTER. HEAD TYPE AND LAYOUT OF PIPE. 4 IRRIGATION SHALL BE INSTALLED SIMULTANEOUSLY WITH PLANTING TO ENSURE PLANTS RECEIVE ADEQUATE WATER AT TIME OF INSTALLA'ION J DRAWN BY:TSD CHECKED BY:RAH SHEET. L2.1 OB ND. 2140065.00 SUBMITTED FOR PERMIT:1/13/2015 vA,mc.wu,a.• ro.+Ain•pax t$ M Architecture•Interiors Planning•Englnaering I II \ 0 \ OR 503224.9560 I I ' ` N„Can.G WA S6S1695.7879 I ' 1 1 \ \\ s..9.WA 70fi7499993 't `"' \� MAGKENZIE 1 ` \ Blank r.a....w..a+..r.wr I \ I 1_, ___ __.-- \ .--- i \ • t I 3 N i I ` it o I \ / 1 Project 1 FLY `I I l i \ / I I �/ —ram ,! ,..„ it, ,. 11 I oo k� :qA& '44,1 I t1.OrCN21E 701< A.I ViplAI ' • • • ✓',_/�`' "lam) ''.6 1 / r,FY oa.+nncs,wc nc wmcar. li , �'. `�:..: ,,.e.: .. 4.,•r-u• P u.r.[nztE.no Of•,i ro 5c i,sro .0 , •• '•' •.tyai / w acyaopucm w.vr umra=a t64 1 REVISION$_ T. r \A,7 nsc oEL AwAT!\I \ r ——m—y ——w—4- lea.—��r ,. .— --.1... .- _........ ... .._.n —— .. �.�J /'`� It (-- , . SHEET TITLE: L ICSCAPE I PLAN li OE) LANDSCAPE PLAN SCALE 1'.10• ORAMI BY:- ,0 0 S 10 20 40 CHECKED BY RAH ( w rYcr) SHEET-. 7t L- to 1t. L2.2 JOB H0. 2140065 00 SUBMITTED FOR PERMIT: 1/13/2015- M {r �— G -aro s1nuGNr TTREE 11ES In TN .�6R Architecture•Intarlo.s GALV.STEEL Imes; 1005E TO AU.OIF : . ROW � Planning•Engineering 4'OF YOYflAT T IN All DIRECTION •411 ♦ r4-.A'I000 STAKES SR arse( r ROOT BA/1 IREN01.5 AFTER OME YEAR) SET GROAN Or ROOTBALL r move • TRI— A AT 3PEEOCL EO Portland .oft aR ADJACENT GRADES 2 X DIAMETER O.C. DISTANCE-EQUIDISTANT so3T14S560 OF ROOTBALL Va1000NK WA • ` PLANT CENTER 7lcouv%WA FINISH OTAOE OF SO&I I/r MOW j GRADE OF ADJACENT SURFACE AN �� . • freWN 3A r/ALCN(NETT ctXAR of ow BASE? •� I SHRUBS�7 ROOT S CROWN 1O BE wmuncknzacont ABOVE SURROUNDING GRADE MORE THAN 2" CROUNDCOVER PLANT • i` — a 1 d SOA�a I i —MULCH AS SPECIFIal MACKENZIE. 3/S EXesreHc Tansaa >''3 _ (KEEP MULCH CLEAR OF SHRUB STEM BASE) �,\ �� ��v�� FINISHED GRADE I/31TL.1NTWO COMPOST g +A 'te �R� ,e�•/;��1 l TOPSOIL, SEE PLANS FOR ' c� �+ —BACKFILL PLANTING M:X: I l� /t;' �rSI'I DEATH AND T1PE Client FFi0AT10N _��`� I��'� x ,- ONE PART SOIL AMMENDMENrS TO y' . - - N - �l __ - -TI , TMO PARTS NATIVE TOPSOIL �,��Y �p��I 7NOROU61LY M�%IN 70 i[-. - WARTY AN) PR/OR BOTTOM \_ _ - `-.. . A DEPTH OF B or PLANTING nNc PIT mrDR t0 m4 i}� `` —COMAAC—COMPACTED PLANTING MLY $04V4Vere4Veg% OreIV PLACING TREF AND TOPSOIL CUT 8 y` LLJ1L ^H� - I I' NW R MOS EWE.RLFIAP• •��1•A�•��14�•��I•�•��I• � �'c _• AND II(RE BASKET FROM TOP _ ��?t,��#1" - ANG SIM OF ROOT BALL 4 Rt�.fi6'�'�IF -Ty , 2 NOTE: 9 3'•1k� ri ,1 § z PLANT ALL PLUGS IN STRAIGHT ROWS S X WIDTH OF ROOTBALL DECIDUOUS TREE STAKING DETAIL TS ®SHRUB PLANTING DETAIL N'$SCALE 0GROUNDCOVER / PLUG PLANTING i SCALE: 3 . SCALE NTS Project FLY 'NI.OIDHZIE TOIL All TOILS RES LTO THEY GOARNOG ARE TIC PROTRTY NAINENOE AND ARE NOT TO BE L5E0 OA WPRODUGED DI ART MAOLOB. N111gTT PRIOR YOTTO PERMISSION REVISIONS: Amic«DELTA `{ ne aaeaNG DATE SHEET TITLE LMD8CAFE DETAILS DRAWN BY ISO CHECKED BY:RAH SHEET: L8.1 JOB NO. 2/4006510 SUBMffTED FOR PERMIT:1/13/2015 ITmVMR.[MfVAIAT.TC NAy11 INN •:P J gI LANDSCAPE LEGEND: 3..• l { • �rlc Dl+`�'_ ■yam\\ N _-w �JJ�:CC•/M'AIxLBA1 k V'1 NORTH C •-. [1•adii,. a 1 II i ki.,i • I 1 I 1 ii., 0 r.e [[t�h-.4Wr+ 1:11.6..; � • (�} ��` GRAPHIC SCALE Ur FEET so 8 Mil Mir WI `C Y o to zo �o d bo_ TV! 1 _ S i Q �a3 i I 11x5C19 Y s& Y 100E IT`►1 y • '�\ 1y I d • GENERAL LANDSCAPE NOTES: :um l\ ¢Z S ..T I. lATOSGPE CON TRACTOR rs 4�•Ii 1 r01 AAD S1ALL IlAR1AR THE " s�.rp 1OOS. .TOR 90 curs PAST ME FP.I.OTSPECoO.. • nI o rTAX L 2yI 2 camAtrDR a•La CORrAcr orun lO ATE 10 Enr•,L«A OK a 0 L g . \ ONQ UIwTi3 0*00*ro MSr'l1Aig1 IY+WPI1J.i 0!VIUSCIA _0 .1 WOSVYE ODIIMAtIdt 10 CONTACT LUgSCAPE 111[1!I[Cr POOR to \ .. FM.Lt00CATIOT OF HL PNtIMC SHALL BE DERR..PT THE MP BY THE N _ ]I ////// m tV NAs BON HS)1flFTm 11E W.Ey.ATE�L i 4 ,J1/4 ///t]%..fi1 / S. NO PLN.T YARRK�L BE NITNIID R Alt O1AnOF 1N COTSr1RCM. v r y / R V n •a 6. ANY.00ITCJ,T]ON5 10 P1.1R0 L1T001•fw.1. 1141.61.ETC ST IY m I 001IsAPPROVED B,ME OI•IpE`S WN5T0TOCOON RENEGFA PROM TO 0.0 10 1. 1. 9ZE 00 GRAD..'O STA.O•ROS Of RANT wed..SH.LLL COECIN To M LATEST.DODO.LT AT9 2.1.AEAC_.TT STAIDAIO!M TERSER,STOCK.BY ♦ M AMOCO.NURSE.MO UaOYME ASSOCIAMPT a • a- ' F • AL RANI*ATpeALS 9400E BE ORE00..ORSIER1 OCR.$10CR 00 9100E OE FREE 0f ARY COTON OU.MASI.CR RIECT DABAQ .TTA)JS•M DAUA.0 OR ORAGOPla/OIOp®LUOERS BARK 0M.90r.9JTHSCAIO.r9SECI DAUAOL FTC ARE COT AUEJTall MD Ill R REACTEDZ9. TREES ND,D0HBIRU A m41RA 1.0*0.rA BE REJECTED 000sS CALLN c C WI R R[RANI LIST AS TAL0.5TOL F TO. CMTRACIOR SNELL PROMDE 6E lEN3 aNIAH7EE CD OIL PI.w1 0A1W4i O FE 1 / THE 00000110E BEHy1S OHM wOT4EI ACCEPTANCE Cr TT(MDA RANIRO or 3 { '•I I TMTETb0LL LS 9.ALL AAPE LSSOTEN:K A OR AT 4 arARAN1EF w.01 ems` I.R0'H - u 4 .H 1 :m•trArcR = C O V V C 5 C04ACT01 SMALL PtOMOE ALL rECESSARY MARrEHHA'EE(r0I4ORO n 4: L 11 -TIERING)Of PLANT TAMISIT.TLS fW W DAYS mow DE DATE 0 ACCEPT.. - L. IT ORa.- PLANT sworm<443R0 S]HAL BE...COED B,OS.TRIt1OHl W I. E C 3 •, RW0ATI0I SYSTEI P OPERA]WA. 1 r T2 A u 00 0, Cr TB'OF LOAY P-ANT.1t SOSOSHALLSNL BE OR m0.D. PU5.1•.0 ALL u w EI / TREES EES(S0 0,.HOLE} a ' ' g vi I I . 1 PLANTS SP ELL R RSIAlD EOEWm fwO 9 0 v A.V.OWYA / \ 1.. .rl DS AOJACMr TOn.slRc EAD Olga r:1ruLOm M r' < n w LOCALLY Z e : \ ' 1014.1 1 w0 TED.4As OLLOwi TO A o[PM a.•. AL OTI*0* C T I IICDS X Y Y �'1 9 BI ...I 01 EKES NO OVA Bf3S 9.All SE 0AOED tTSPLC 3-,•OF LOC1111 C.J..n a 0 i j ` EA MA.ooARE PRE 9 Ea HREDD BAR,TRIM LM VELA(IRELA BE PLACO)SO Z our IT DOM NOT HATCH of MOW Of THE PLAOT9 ¢or, W\ r H I /®®{ 1 \ TeI AL PIE/EWE•L MAD Oa000T9!KDS NOT OD.00111 10•ApTO PAo a o o ¢ e ax o, BA.0AL WORD VA.G)-S Of LOCAL.AYEIABIL PITDRJY 07.50(D x m 't tS 3 - V• f• • { , 1 • IS TREES 9.u.I>rA�W NOT$0 AT TIE�1 `IOv M 0 WL�S E 4 I ` //// // L , T. _Qr no.6 111E LOCATION OF ME ROOT RATA. 1 i P.� •' Y 15. CO.IRKTOT SHELL RO.ALL 000.0E TO PNOPOITT w1 O1 BESLATS Moo /. MDf•� j rl 14i r . ` 9 P E�. j I -rlitj 5 Sc#00H1G MC LAi051Jt RlruunoN At NO c4r ro Dc wER .3% `�.\,1-P,••. I'i`I' - .�• -{I .-x...' I' I 1). F 11110�r OM�TROL�BROAD � ASSY.ELL PORING Miur Al-rtx �//yC+• Ern -.•,lr" A s , ltre•r 1 / ,•• rUNr.ro Aw mot t to RSTELLADM Cf HOLM /r�' j iS $ r1 R_ TT1hi ' .1 CONIRA{Td IS B[YOr9rt rQ WTARr.p ILL IEDITIIED LAOSCAr[NO 1\/-ly�if� cC 1H.GAT]OT M... S i 1�1 W2•• 1.0• B I T9. COOTRECIM TO PROPER A....29 ACRE...-iROO ELL SRNCMES •v'4.it IZ751:5� o 1 _ TD AL R•RO.OEDS YO L..ANAS 10 nE Y➢MAIED By STEEL EDO., NO J I - I I d ® ® 1 STEEL to nE RSTAILED ROT,.0.TO SCE...ON O MS 0003 _._.. y I 1 • 1 DT. ALL E.OSCAPE An.TO BE TWR RA.WIED rM 00FROPO TTO • 1 . _ I .� ` t n ALL Usk 01EA5 TO r 1ooDED M 11f3Rau0C RAN•fo mum SC]tARs IIPE BLpq SolARl FOR A 1 'I '• roP OWE..LA.(P[R.,BxRE50.(Raw 9A IT PR505ED I l•`• : i /r1 1 1 00.0.001 ro woscAPE ARwt[c4 1AfSl o1NERTrsE w1m HY.nE 1111/11 l SEEDING NOTES: J 1 �• .. 'w r t-imft_gbi P i1 •!" •:TrnM HALITE Bev ararf I.L sr ;,f`"■�! :•L ,•.- 1 4. .r...u...0•RI.In.e. el 11a 113106 1 1 1 o Y 11 • n+.wrP n:.....ria O..P1ba a uP rel.- v, .158 WET W 4 1 \ APR.P9 a n TIT/AA.OCR HIA.1 a P.-.Pr t.w a 1«.tw.t...,,.a /� j c ---- •.. --- L� L• ..,t- wd.a...a.RMM L 1�.6•E a cops* .w4 20 R•ew.12.9/.1 LL 1��q` \� • .••R•.ww•1,fe.. RR ...Saw a 000 v000 t:1b�• Q jf b 5•T 4 .' `' HfWMJY m a p - A O,rz •- ' • •• Tom- S...,,,U. 5e v.,0..TwM n....4 A.19.T.TH...•al a CO E \�- � ' • • • r I - •- - .`\� ePPA.e at n..R5•a 150 IV.,{T50 T9/1•PA ION 06 H.d AeAWT eI Hae.. 2 b ZS fM m.MR ,nor vP B ..1 •.T Uvoq. . N. 1.]O l N• . 6 • r•a .PP•.5.r It.rate PI.0 a 1w RV..O.B ET", 1 n...a,...PT. •• Y § = LANDSCAPE REQUIREMENTS: i_ - rn f 51112 f 0215E Z S L 1R21.t.EC(0 OE TECVSCrE E2!JrTElro.:r•.Er91 br0V.3:LOT IH3S 540r.or r0Lr:4;001A5 C091•1D!•TOLL:A1QTS ••..., I5E!TREE CA•Cf.11AHc1 L.L./ n ` *VW Mk. UVCP•CP.E..LWIIMP r, - :w.mr. aJw. Tv 4 E7 7 SFA-Li RM. 014xi $ ,1rI rf0.3.001 '.'H `..HOLE ` r ..W1U SOT P.m KZ(RGMLE*Or MP C PCCM PAS V 0 I 1 ar-m..w•.•.c R.E. 'M ILA(ro D.y„E• 1 ,.P -a.n.T....c 0 :-.�.-.,�rv.-ITc>a WANT •zrJ�i eMe•.n CIS Tax cw.+rHvaE o r,w0 P A wiw.w 0 C 1 10 WRYO Pt.•. .r:r7 Re.1 •T1.Too•F.5P 0...REM •p YR�•O d t.T[ ON'�Vro r.w av^L Q ) 1 Own f Iu 9 r•.nA. ] I Tim �•WryvJ+TEKi O Iw.AV.L.S. .•OfC.....• rPP[,L ryrA.ORM SrabR O ♦ E �] ] • ROOT TTTr S'.'r1 r••Vi.4.L v N - •a Srv••1 O.pf[M14L A LL.LLCC P. . ... •r.E R. - ..a V•9T•.r' 'r"'1,'.) PLANT LEGEND: ce . - -' JOSf.E.40.,f•R9 or wrR WT. too vor c.0 i00) • ur. •,WI,P 0, - �•c LO•w•N MOW.RAIN na HnI.]H1TdT 90004 `�nn U 4 ::%�:. S`>.°.�ro •+. HT HOW I nw5 .1L1xLPT..� y °i'{oDwTAnMr.mr /i ...RN,o�•0 Lo ,F LANT SPACING - PLAN a. /117...01.000 _ V m n VNf•].n..• 7 N oE - .... ...000a,e-Mr.L H.LacR.No - - •. .A A ' I..t.w..+•..., w....w c...r.r T]r]-u rr. V o b ':� • TALL(•Ran'Ii.G •••`• s•r--•• .0171.MLVW 9P606 V. fi.•.vpf 1v]•. `J DP.abr�w' i"e' • EDOT 500E -,.. .�...- Af:,'1�-,.. n�B S. 1I=9 0I•p.p YOYD .w -usn•C IT,IX a 110. WO OT x ...- -`:: ::••:• �x•.r.�c o 1.c IIu ~�::••,.•.•:'� ` 00 x�r.vo w.1 ....n 4.1 np.•.m0.1A.,R I O ' S".r.Y NfR.r[p LTATlOI wX.R.000 0,[Do[V,N[1R¢ _ J1 T wry.:Al '�/.'Nl.•:•••' i \ ,M nE•mx v I.t rru •• ( -.Iwam IwnH: }•• In t 9IAAC rR T••at / ' • • ,_A4sA<rz0 M J ! \\ "' rrlY•G-. w....4 OR.•@f.OP.B EqT.V. 70G Rn x Wn tl dUr,m.11 •'Lf11 i t•.'R �'..T4'KO, fq.PACt' tr SING SR_ 0.1 .ram .m. 1 e0 .xr B•'- Hoot•Au ••A I.._ !ur mow 1 .-P m y I. {�� 1 TYPICAL TREE STAKING - PLAN n 11 E�4REE PLANTING 1N LAWN - SECTION 3 REE PLANTING IN PLANTER - SECTION 04TREE PLANTING ON SLOPE SECTION OpHRUB PLANTING - SECTION SHEET NUre3ER •Tl - TM 1•rs L4.0 1 r - _ NORTH C \ :\ / ` N PEP. 'tl,'c i'T I FEE4, , : 1. t&iY , '',-*'.':-' '-."'S:t".v N7. , - /, .1•. ... _..�: ;`" ,.-_ jam` '• , +:'f f �" ' C 'Se LA 8 v. - r•law 1 PARCEL 1 S - a s '„ 1 • R XT4 Ir IRRIGATION PRODUTS. 1� — MAPT (1LO1T7� ' . oaru', _ • • • 7/%/' /// /// .// // / /7 / // / l • + n ,, - Q 11 _ S _ 1 r y /-itaD ILK.1 / / , ,,,t iiill.- V V N r ! ^ -�,�.. a�:]t r1 c,Is .M I • }� I �.'. I 1-'.'- l =�•j i �] i� u s ca I. ----,,,,, \ (......, / Ill't]P• i _ �:.. N.• J/ 77 4 R '� Y _44~ • t:.1d IJ:M ' -- ./ p X , ::'' y V �'•'jr�—� N r e 1 r L> ( ��N_.4 . .• / I A F:?•'y / - F Y Y Y • ✓ ' i I,,, ' ,.U.S.0.t OW Sf riQ m . f / ` { / • • a s x m ! Sl A. yp 5-t-, ? r Z { 1O 1 • >t n✓/ ////././ / . /11.�" /// / „///// /// /A I i I �k 1y � t - I p ,__1 , J t ..1.,. a. A L • fgE . '\ . , • , I` tr_0 � � — � ' J f - • s \ • . h 1 b -,- y- t+. s - 1 VL41-4Ii;.&.--/.4:-:/__,_T i'a, rrC,,''--N.-7.,.n..EI Z -A 1 1 1 'I Sk. : I' tgali.M64 -._- 4 .....iiiifikudik ,„. . _ t. , ,,,,,,,.... ,,,... , __, a 6 - - �a.uJ7 uAr� Ann•w� a r�' r 1 tF I Z 25. LI • _- ,', __ o r r a I • - .r ,.,,r I _-.r' � 'LTV:, II, +r t K• f ! a - W - �µ1 r 't � 'OL y �• W j44111-I-• `1 1 1 1 I-- ,,-, iiHEE CANOPY TABLE: LANDSCAPE LEGEND: TREE CANOPY REOUlREMENTS: a b ,Me4,.'Nl•urban..».a.Km C.,ar.n..l ow •Rf•i.`I)••CC•KL Z • .4,•.. •. .ha.._•....war••••...—. ...•...wr.m...M ]O:WV.K IOM�frl Mta. r -L'1<.a _1< Mir....n tfi _ t . •'a ]ra:-/rWM..4 Y]•1 ‘SKP�r tilt cMG•• W ah f • _' T.1w..tl•t_ ___ T•l. __.M ,n - r�G..Lr.v:van�t ctic�N[. .-1 rr"1:" �y: uy Ott�f.'_•�-•+•,rV f-7 V. JY.O. ] • •Ar 4..uMl•J •N _ _.;, r� _ —� r _ .rdA•.:IRA f'.JY..•Mk*,...9:f Q.x•QD i Ti . 1 .yt. _ —1 •w♦ a— 1^A.YL4- z a—, cW.71'OVW_•.t ncs<in ,r>!L to f/:t1Wa.....:w OATH.[ ar1- L,I�-f.• •T. !!�•VM. n. _i. P/�• .a f./_•NK 2OS _Me.VyyQO/N Mf.M•V% a OQ a 001 ur { r II Paull . --�-f. ... • _. creme, O Li rs • n 39 n . .+. .r.. Jau i ---.-. -. ,-..- 31 • 9J7` y1 •I .L n• i=r a. �r"'a°vi_- w+ n.. gyp. �„L .-F I E31 _�=.t.T�. lw Yrw we r .. V E. 8 I.�c...,..�•rr..a•'TarMWt'� ','i.E�:•liWi•Pr.r d..w..r.. — - SHEE1 NUMBER r...... ..baba. •l.a - L5.0