The URL can be used to link to this page

Plans (5) 1 2 3 4 . RECEIVED HDR Engineering, Inc. 1001 SW 5th Avenue, Suite 1800 JUN 0 4 2009 FDa. Portland, OR 97204 -1134 CITY OFTIGARD L ocation Map • BUILDING DIVISION p c earl a er ervlc e s se.4, s gORN5 RD \ • �\ PORTLAND N • "'vi ( AVERTO N ^ j1 W IRPORT • , (1g \\\ 1 ,IA S.epOW e co% Ew\ NTS F7 1 1 4 U PORTLAND �j 41 �\ . ��'),~ FANNO CREEK IMPROVEMENTS PROJECT SITE 1: a ; • al CID SCROLLS FERRY RD. TIGARD 3 • KING CITY • ` � 5 4111111110 � , ' 43 - 22.1 • 4 _ , SUBMITTAL 95% 99 TUALATIN 9 / TuAU¶N CWS PROJECT # — 6200 '•� y �. DATE — MAY 2009 Q • SHERWOOD U 9-...._: B Sheet Index Vicinity Map R at ..... Approved plans SHEET NO. INDEX NO. DESCRIPTION _r.J 2 j ry r id — / f • � „ _ t t;� I i • \/ v s hall be on job s 1 G -01 COVER SHEET; DRAWING INDEX, AND VICINITY AND LOCATION MAPS '� 3 %( l L^^ •�•�� t -` "5 t • 1� Z 2 G-02 GENERAL LEGEND, SYMBOLS, AND ABBREVIATIONS �N` 1 + ` ,^ L.._ . rn • .,y '` -._ ` \:�1 \ , r - t t C '\ Q G -03 PROJECT AREA, SHEET INDEX. AND SURVEY CONTROL ♦ = a - a.�- =+..�`' ' �"� �� P ROJECT SITE z - ,- ; -t,r` r .- % P 4 iii CONSTRUCTION PHASING } .� a 1 � � , \ ,, I . �� " � . U • 5 ae ^' z•'"� ' / ''- -r • d I � �., '•'?ate`. -? `�\ • CHANNEL REALIGNMENT CROSS SECTIONS II (STA 45+80 TO 48 +40) y -. T j �- r ! 1P-` c ' I # , >, r %ft`s. 4,1i ' � r 10 C -06 GRADING PLAN - WE , @� \ / CO 9 C -OS CHANNEL REALIGNMENT CROSS SECTIONS 111 STA 48 +60 TO 51+00) I I WETLAND HABITAT AREA L, I 11 C GRADING DETAILS - WETLAND HABITAT AREA , �. ,4 -�..: •••• � `4I ` I 1 - r J _ �;• \ 12 C - GRADING PLAN - SPOT TREATMENT I ' 13 C - GRADING PLAN - SPOT TREATMENT II j . ;� ' ': rxr � ,, � t r f r � � ,.. ^ ;' / 0 14 C -10 EXISTING POND AND OUTFALI IMPROVEMENTS - SPOT TREATMENT 111 J# \ _ 15 C -11 BANK REPAIR UPSTREAM OF MEANDER -SPOT TREATMENT IV _I% , t ' I ` ,¢� - "' x Y f t/ 5 t ` t1 �; / ��r "� - ( ��4 I i � . -� A � t/1 � NEWBURY RIFFLE DETAILS 4 1 ti r' r r�. ``t / d `� 1 �` LL 17 D -02 ROOT WAD LOG J -HOOK DETAILS FOR THE MEANDER - r_ .. `. 1. i y 1 t >- i +t 18 E -D1 EROSION AND SEDIMENT CONTROL TITLE SHEET - A J tt ; — r $�� S . trs ftlil ` z 19 E -02 PHASE I MEANDER EROSION AND SEDIMENT CONTROL PLAN i ( . ) 1 ` t— f - `' „' �W f M� YV[ww �. z 20 E -03 PHASE II MEANDER TRAIL & BRIDGE EROSION & SEDIMENT CONTROL PLAN f t t ,L 3 " � ) r61c + ` / �/ , t , �. _ , 1 c t • . 1._�(r Z 21 E-04 SPOT TREATMENT 1 EROSION AND SEDIMENT CONTROL PLAN I � \ `` a � - , l 4 ; j r • � ` - r w w 22 E -05 SPOT TREATMENT ! #'2 EROSION AND SEDIMENT CONTROL PLAN t x -•,. t r r r / \_ /� m 23 E - EROSION AND SEDIMENT CONTROL DETAILS 1 I y ` t ti r r t - r t . r r - -- . . \ / •N t N� � • J• !� a 24 L -01 LANDSCAPE , _ w 25 S -01 STRUCTURAL _ -i 1 —"-- I i >: ,ra. . f :•.�- J -. . �,x ( i\ fir �1� 1i3.�''�l: � '�.� .. iLi a LA ol PROJECT MANAGER A. CONNORS , DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS DESIGNED J. BENNETT PROJECT NUMBER 6200 COVER SHEET, DRAWING INDEX, DESIGNED R. MORRISON AND VICINITY AND LOCATION MAPS E _ DESIGNED T. MORGAN �/ DRAWN BY S. KUHNS c eon En9lnn ring. mr. CHECKED BY M. GARELLO • FILENAME 55700_G- 01.DWG SHEET ISSUE DATE DESCRIPTION HDR PROJECT 55700 CleanWater Services G-0 # roo, 501 A..,,ura , Portland i� sma raooiva. OR SCALE AS NOTED 1 I 2 � 3 4 � 1 r1 . I NESTING J , N .s: ( t - BENCHMARK i 'N0, 488 (1;1' � - _ k � i� j ♦ �1 1 a I I 1 \ BENCHMARK 'N0. 41 � t r ) ■ r - ..:� _ _ - _., 7 j 7 j 7 j r \ ♦. \ ` Y ; 1 I ' ,1; e ' % • 1 i a A r. E.; ) EXISTING iING POND > /, _- \r '.n= .-..; ; \\ A t r , r. rr � I \ • ;r 4:1. � yt 4 {,` `: ! ir r p J /` _ + INVASIVE SPECIES REMOVAL • %O h ><1 1k ` ' ` TING SOIL AREAS SPOT TREATM II / i+ ` r r r 1 ` �� f \ ►r • J t I � ''^� \ ` i r 3 s ro f J OUTFACE PROTECTION r J t ,...f. � ::v -�=' y ,� + u "•r. \ '♦ J r I S t . CHANCHANNEL REALIGNMENT SHEET C-D9 R _ ^ - ! • � " , C -Lr ' f1 ♦tea te r: t`` `� r� ,. I .. ♦ t` 1 � SHEET C -02 - + r •4 *41 _ - , t I / r c S'v '''\ S + `fi .,, ' . • �� ` • r ' :a . t i\ -, ,, t } r .• :) ` ..'.i ^ , k Rte% ., - i < c ! P` r s r , : r � � a 3 � e f / - < ♦ i . - e� 1 1 - a 1 \ , v \:: : r e r , r t BRIDGE BIND TRAIL REPLACEMENT i / r . . / r,y? C I. ....._� } -_ ir , I r ,. R ( , r : , • �� r f r . ` J ` SEE STRUCTURAL SHEETS i t J f "t.. y ,/ •• Y 4+_ �.a• , - = rte r r ( P ' ± I is \ { -, I i - _ .,.. '. .♦ \;. ^ ,- 4* (•', di ' , ? I - t - I iA 3.R' ' .. 1 ' ♦ - , -- x ;r= e \ �: i• ▪ .,I _ , J �\ `�"_ s ..4 r ` i y1' . s ue , \ 1 i ` 'N t5; • .-eC..: .. V . -Si ,r t s-' AT N a t j' ----- sL .,_• ,.. ._ .._ - SHEET C - 06 _ I \ , " p SPOT TREATMENT ' j 145..-// 5 ' � s „ w r ti .....__ _. Q ' W CHANNEL II { La J • I � � .. , - � >x P +1; � OVERFLOW 09 � � J - .'' ' `�` i , , r / w 1 �) • � WETLAND HABIT / • ii i I ".� Y , �,y =. Y ,,• , i .r' 1. f, ' V' d /`r t d' : 1. 4 ' ; ' ` ;t , ' I r r ' // i J.. r,,. r —13a - , �, a . � , v 1 a rt y , I i p . 1 i., % ry ,1� ° r � " - 'i I.' `$`$�"- .; � ._.._._.__...._.__.._. I S POT TREATMENT I p..•,!..r r� ,. f . , 6 X / r rq;J r ' • '' -- a i l ,..'ix . 5 ++ws ` t I I SHEET C -OB .,,� ° ' `' / r C r . � , \0 m �y,'_`` } I + � / � �� ♦ 1 G1 1I "./' N� -'1 .c..yr�f t _\N •Sb \ / • A4 / i's, ii ° 1IY ` �.. fH t 1 eo • s '�, I 1 r ft a SPOT TREATMENT III t ' , — 11 R • 44' 1 ' , 1 • ♦ \ ■ � 1 • l .`t / ";'' - uz.r p ` ♦ ` — 3 SHEET C -10 REAUGNMEM , i ' i lit e i �♦ i i ♦ rJ , '" 1 . , cr . . . %r . 1 , i. • + N t SHEET C -01 i 61 � \ •t ,�I'. ` f 0 r_i s � "H`♦ �+/ E�. ``.:♦ t 1 - r/rJJ r . , , J tr1 G,. l I \ \ ; - ,r Y 4 ` - t♦ ,- L.,�J•_ "`" r . SPOT TREATMENT IV 1, 1 1 4't� f 1 ) 1:.11,1" ,. ` � i�„�.:..,. ,, ,( s t \ L 1 L ' f 1 r r} • ''� '' i i ,. si I. ,. ' s "' S _ _ ¢ " '' .H ,,`=- Y , \ \ � a • ? GEODETIC CONTROL: i of .1,' J' .' 1 t ♦ ' r t � \ r a ' � ,, l ., 1 1 / L Y' , il -. ,. r .t t / kJ i J ` , J h / BRIDGE SEE t ti t ., � `5 - 1 . ' .. ' .1T•..,.� , -tr r '' r r ♦ � (P STR UCTURAL SHEETS °Y Y r` °"h - i -.„y„ \ / ti• // : i -1�\ ' „ ') J J £ ` V - HORIZONTAL DATUM IS NGVD AND ON E ji Mtr I t :1 ti - _ 1 1 _ 1 \� ` I , rte > C T'' .. J Y I 11 r V' c v , • ` _ + r J J t r j s THREE WASHINGTON COUNTY BENCHMARKS: N0. 41 ,. � , G 00-.5, .. "1 r i _ _\ �j` /-' � 1 1 J ; :, s ♦ ♦ \ 1 1 r r i � i . n .y�-'�s .4..3,- r - j' ' (ELEVATION 143,18). N0. 48B (ELEVATION 166,11). jjjj)() , 1 ~ t + J `•t7:♦ ��,.,.` �. t_._...abY Ig% �' i \` 1 ` //:::/,‘- r r ♦ �! AND N0. 316 ELEVATION 169.501. THE BRASS yr \ : J / ‘43, - _ t j \ 1 r \ / r . - r i CAP OF NO, 41 IS LOCATED ON NORTHWEST r � ♦� 1 �` ,_;-_ '• `0 `�\ `�..J 8 J' \- � H' i j ' +i \ 1 ` ..'/ r , 1 - �3s s J i CORNER OF HALL BLVD BRIDGE OVER FANNO �l i t ,,,• - r . _ ' /, . !Al ' 1 ♦ ♦ � • _ ., i -r ' T ON NORTHEAST WRNER OF HIGHWAY 99 BRIDG LOCATED I ♦ \ ' � • , ` t ♦j t •".1 i ~ t,‘ ✓ , ; t I � '. , . - ' / -�i - t / ' r; . _ I J J / r t 3 DON SOUTHWEST CORNER �.,• - 6 +y' A ', ; � // I% ' U ,- i J JJ ' ^ ' ♦ 42' \ r � I', 'y` CONCRETE bIU'a AT FRONT ENTRANCE TO ST B I - _ s.., / , n,, - • /' r Y , ,. C+ i i ♦ ANTHONYS CHURCH ON NORTH SIDE OF HIGHWAY _,••�; . - .•r - i- _ - : _.. ' o, 9 c ' I( J u ' <1/ 99. 540 FEET SOUTHWEST OF HWY 99 BRIDGE 1 \ ♦ . � `` �_ --Z All ' � "� � ' al f � `-. ` 142 ' ,. /i r '/ 7 .._ ..., _\ /\' • OVER FANNO CREEK, i \ • ♦. _. � - hs• 1 1a t - _w ! '1 1 - ..i� \ ! \ \ I Q ° ! ".w 1 - ` /' i--__' _ .. , t \\// \ \ \ BENCHMARKS: � PLAN BENCHMARK 41' BLVD BLVD BRIDGRIDG E OVER FANNO CREEK BRASS DISC -WASH CO. 0 50 100 200 a = 143.18 M MI - — N = 648786.07 E = 76204-46.42 BENCHMARK 'NO. 488' HWY 99 BRDG OVER FANNO CRK BRASS Z DISC -WASH CO. 0 EL = 166.11 • N = 651031.15 F E = 7618352.37 0 EXISTING GROUND 140 . .... ..._._.... -. . . ... _ . ... __ .. _ _. -- - ---_...._.. . i 1 ' � ' I 1 i I ..� ...I - _ ' ... '..,. i ..... ' 1 . � .. . 1 ... . .... i _. i . _.._ ..: .. i .. ._ i � I ` r .. .... ,,,..1 . I . I . 40 z 135 - , l r { I • T ... r . { .....). i , - + ...I. i _ .... I ..._.. ._ - -. _.. !. .... 1 ..: 135 I 1 1 I j I i r I _ I ' -� � ^ I 1 V ' I I ' 130 P - f t [ _ ..I 1 i 130 I ;ill ) • I I I Ce Ili._ 1 1 I • t 125 r I i I - 1,.' � , l ) . j ` _ I I I. I o 1 I . 1 1 . 1 - I I_ L .. i -( 125 0 • I I 1 I i i 1 �-� - I I E I i I t t LL • ' , __ i i- i I II _- 1 , � - _PROP+>SE ' _ _ _ - [ -i..--4 _ _ 1 I • 120._._ • , ... . - - 1 f._ 1 _ I _ '- _. _ .. _... _ _ _ __ . __.- _.. i , - -- 1ZO i I 1 } I i 115 i .. i ( t .. _I ° __.... ..j. _..._._ ..) .._ , .`... #. _ * - I _.__ ..1 -.---;---I __.. --- _ 1 ...T ._. }...._ ._. 115 , �_ i Z E ti i 58+00 56+00 54+00 52+00 50 +00 48 +00 46 +00 44+00 42+00 40+00 35 +00 36+60 34 32 +00 30 +00 28+00 26+00 24+00 22+00 20+00 18+00 16+00 14+00 12 +00 10 +00 Ve 35 1 PROFILE (CREEK INVERT) o in C oo PROJECT MANAGER A. CONNORS FANNO CREEK IMPROVEMENTS DESIGNED S. CONE DESIGNED J. BENNETT PROJECT NUMBER 6200 PROJECT AREA, SHEET INDEX, ^` J DESIGNED R. MORRISON AND SURVEY CONTROL a _ ♦ DESIGNED T. MORGAN - '” DRAWN BY S. KUHNS _ H OR Engineering. Inc. CH ECKED BY M. GARELLO FILENAME 55700_G- 03.DWG SHEET CleanWater Services G -03 ISSUE DATE DESCRIPTION HOR PROJECT # 55700 SCALE AS NOTED 3 OF 26 , 00, SW SM Avenue. Su. 10001 P.*. 97204 1 I 2 I 3 I 4 I GENERAL SYMBOLOGY SITE PLAN SYMBOLOGY SITE PLAN SYMBOLOGY (CONTD) ABBREVIATIONS ABBREVIATIONS (CONTD) GENERAL NOTES ACND ABANDONED AC ASPHALT CONCRETE PAVEMENT S SLOPE, SOUTH 1. THIS IS A STANDARD DRAWING SHOWING N — 50 CONTOUR SS SANITARY SEWER AFF ABOVE FlNISHIFLOORIT SA SS SANITARY SEWER COMMON SYMBOLOGY. ALL SYMBOLS ARE SCH SCHEDULE NOT NECESSARILY USED ON THIS PROJECT, ALUM ALUMINUM SF SILT FENCE .......... c ....__.._..._.___._. _.__._._.._......._.._.._.._ . SANITARY SEWER AND SH SHEET 2. OREGON LAW REQUIRES ALL PROJECTS ILMXX UNE NUMBER ANSI AMERICAN NATIONAL STANDARD INSTITUTE SPEC SPECIFICATION REQUIRING EXCAVATION TO FOLLOW RULES ARROW INDICATES GAS UNE ARV AIR RELIEF VALVE SQ SQUARE SET FORTH IN OAR 952- 001 -0010 �CMXXI CURVE NUMBER SST STAINLESS SILLL THROUGH OAR 952 -001 -0090. A COPY DIRECTION OF 0 AT BF BLIND FLANGE ST STREET STORM UNE OF THESE RULES MAY BE OBTAINED BY PLAN NORTH -- ST STA STATION CAUJNG THE ONE CALL CENTER AT A STORM UNE WATER UNE BFP BUT FLOW AREVENTOR VEGETATION - S L STEEL STORM UNE 503 - 232 -1987. THE ONE CALL CENTER — W -- - — • CO CLEAN OUT BFV BUTTERFLY VALVE MUST BE CONTACTED IF THERE ARE ANY I /� lYP TYPICAL QUESTIONS REGARDING THESE RULES. PLAN © STORM DRAIN MANHOLE C FENCE q. CENTER UNE AODRIONALLY, THE ONE CALL CENTER MUST C CDF CONTROLLED DENSITY FILL US UPSTREAM BE CONTACTED AT 503- 246 -6699 AT CLR CLEAR UV ULTRAVIOLET LEAST TWO BUSINESS DAYS BEFORE 05 SANITARY SEWER MANHOLE. , I••G ✓, CMP CONCRETE MASONARY PIPE UVR ULTRAVIOLET REACTOR COMMENCING ANY EXCAVATION OR DIGGING. 0 5' 10' 20' 1 ° _ CMU CONCRETE MASONARY UNIT mi ■ 1' = 10' 0 MH MA NHOLE CONIFER TREE CMU CLEAN OUT V VALVE 3. THE LOCATION AND DESCRIPTION OF THE MW MONITORING WELL '' ',... �� VAC VACUUM EXISTING UTILITIES SHOWN ON THE PLANS CONST CONSTRUCTION VFO VARIABLE FREQUENCY DRIVE ARE COMPILED FROM AVAILABLE RECORDS 0 CONTD CONTINUED VTR VENT THROUGH ROOF AND OR FIELD SURVEYS. CLEAN WATER SECTION Llg CV CHECK VALVE VIF VERIFY LOCATION AND /OR FEATURES IN FIELD SERVICES DOES NOT GUARANTEE THE 0 PZ PIEZOMETER ACCURACY OR COMPLETENESS OF THIS ® j a W WEST. WATER INFORMATION. THE CONTRACTOR IS TO SECTION WATER VALVE ` DECIDUOUS TREE DI DUCTILE IRON DIAMETER W/ WITH VERIFY THE LOCATION AND DEPTH OF ALL L, r DIA, 0 WSE WATER SURFACE ELEVATION EXISTING UTILITIES UKELY TO CAUSE 1+1+11 ii CB STORM DRAIN CATCH BASIN r D, DR DRAIN WST WASTE CONFLICTS PRIOR TO COMMENCING DS DOWNSTREAM 0 5' 10' 20' CONSTRUCTION. IF CONTRACTOR FAILS TO 1 = 10' . UTILITY VAULT ED LOCATE OF KNOWN UTILITY THAT INTERFERES WITH THE PROPOSED WORK, \\.,./ \ f E EAST EQUIPMENT DRAIN THE CONTRACTOR SHALL CORRECT THE • DRAWING WHERE 0PP POWER POLE z '� � PINE TREE EF EXHAUST FAN CONFlJCT AT NO COST TO THE DISTRICT, SECTION VIEW IS `'. EL ELEVATION FIRST CUT 0 TELEPHONE POLE V ELB ELBOW 4 . ALL CONSTRUCTION ACTMTIES SHALL BE EG EXISTING GRADE RESTRICTED TO THE COY OF TIGARD — ( ( FH FIRE HYDRANT EXIST EXISTING PROPERTY AND THE INDICATED TEMPORARY DETAIL NUMBER CONSTRUCTION UNITS OR PERMANENT X 75.5 EXISTING SPOT ELEVATION ^� F FAN EASEMENTS. FCA FLANGED COUPUNG ADAPTER • DETAIL AM 75.8 FINISHED SPOT ELEVATION REMOVE DECIDUOUS TREE FCV FLOW CONTROL VALVE FE FLOW ELEMENT FF FINISH FLOOR 0 5' 10' 20' HORIZONTAL CP -X, FH FIRE HYDRANT 1' = 10' CONTROL POINT J 1 FG FINISHED GRADE FM FLOW METER • BENCHMARK FS FLOW SWITCH • DRAWING WHERE EXISTING LOG IN CREEK FT FEET/ FOOT DETAIL WAS TAKEN IDENTIFICATION AND GAS 4,TH - ')C APPROXIMATE LOCATION OF GPM GALLONS PER MINUTE SOIL TEST HOLE GV GATE VALVE GWB GYPSUM BOARD / S ECTION 1.101E13 DOWNGUY WETLAND AREA NB HOSE BIB FLAG I NDICATES DIRECTION + NM HOLLOW METAL O S ECTION CUT HVAC HEATING VENTILATION AND AIR CONDITIONING 13 XXX 1 _ ° HANDRAIL \� \� �\ AREA BELOW ORDINARY • DRAWING WHERE � \' HIGH WATER IE INVERT ELEVATION � SECTION VIEW IS LOCATED /1/1/ ASPHALT CONCRETE PAVEMENT L LENGTH SECTION CUT MARKER / REMOVE EXISTING FEATURES MAX MAXIMUM PIPEUNE /</ ,.1 MF MECHANICAL FITTING MN MANHOLE - 4 LARGE PIPEUNE *s `;'r MIN MINIMUM MULTI USE PATH MJ MECHANICAL JOINT I / DETAIL ,d�MUS '�:, ,s.'.a ASPHALT CONCRETE PAVEMENT MTR MOTOR X f�� DRAINAGE FLOW - NSF MEDIAN SUMMER FLOW XXX � • DRAWING WHERE PPLICABLE NOT NA A DETAIL IS LOCATED — - - - — NATURAL WATERWAY N N A NOT A CONTRACT NO., NUMBER DETAIL MARKER NOM NOMINAL 0 FLOW ARROW NPT NATIONAL PIPE THREAD Z NTS NOT TO SCALE V — - - — PROPERTY UNE OC ON CENTER M OH OVERHEAD UTILITIES Ct - CENTERUNE OHW ORDINARY HIGH WATER F,,, RB ROCK BERM PE POLYETHYLENE, PIPE END 0 PI PRESSURE INDICATOR 0 SILT FENCE P PK NAIL (SURVEY CONTROL) PK PLATE PERMANENT SLOPE AND PNL PANEL O Ce DRAINAGE EASMENT PVC POLY VINYL CHLORIDE PG PRESSURE GAGE PS PIPE SUPPORT LL TEMPORARY CONST EASMENT R &R REMOVE AND REPLACE PER EXISTING LL p — — — — EXISTING ASPHALT/ CONCRETE REDD REQURRNG, REDUCER Z //f DEMOLITION RFCA RESTRAINED FLANGE COUPUNG ADAPTER IL ROW RIGHT OF WAY Z NOTES; 1. UTILITIES THAT ARE SUSPENDED ABOVE GRADE ARE W DESIGNATED BY THE PREFIX 'OH'. 0 0 • z l) 1 0) PROJECT MANAGER A. CONNORS DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS DESIGNED J. BENNETT PROJECT NUMBER 6200 GENERAL LEGEND, SYMBOLS, DESIGNED R. MORRISON AND ABBREVIATIONS n DESIGNED T. MORGAN iff- _ DRAWN BY S. KUHNS m HDR Engineering, Inc CHECKED BY M. GARELLO FILENAME 55700_G- 02.DWG SHEET C1eanWater Sere ceS G -02 ISSUE DATE DESCRIPTION HDR PROJECT # 5570D SCALE AS NOTED 2 OF 25 1001 SW 5M Avenue Sulla 1000 I Portland. DR 07204 T I 2 I 3 I 4 . -1 -f ,I � fi l_ rh22�n 1 ` �• r i ` y r y _r 'rrT ® ��' M ' .'4, I.t t b YY/ ..� \;- i ® ` gJ \ - .. -, -' I ' I ` y '``: , -__, 1 I a - \ , h "e x� \ '_ ...1 ^`r✓ i t > 5 i 'jxi -t a.� ' �� x r3.`.. P -;'o { t \,.., f r t i _ r. it ;t A 1CONSTRUC7 NEW , �1 i ` - '6i;" fi t '' - _� * -' �i ♦ �i ♦ �i ♦ ii ♦ i • �♦i`. �`x t �t is Nx i") -ar MEANDER \ 'y.r ' t 4: . . -� • . • •:•1••p ♦ •• ♦ •• ♦ ••♦. ♦ ♦• ♦ •� INVASNE SPECIES REMOVAL '-• ntk e• r �• ,. ` t It! \�` f * , \ p ,., ti -' ..a i+ _ h`�x �tw: ' w x a,�r' ' •... 4••••••••••••••••• ∎•∎:••� NESTING SOIL AREA tt ,-i.. s q`} i t x ice..'' •J #♦ %i♦�.11: :. : :* ∎%i * %% t t 1 \ i t - } ~> j — \ �x t ra . (,l - ' :ate. � ...� ♦� p ♦• �• � ♦• ♦• ♦• t ,t, �xE, ' - /.O -d w � p •♦ • s •• ♦ •♦ •• •• t tt �t iii ix #... r _ t z- `\ \� \ t t `'F J , 0 • :♦ i i •• •• • i t rE _/ •� •° •♦ • • •• @,- X` r r \t i '� rq } t YY. l t-! 48i'0 �•�♦• ♦Q�! USE NEW CHANNEL t � `\ C,•,T 1 / } p0 �••. :•*:• {•••♦ ` \ \ S >�,• REPNg JANI� I'�� /�� —�.� si't t $ r . -i r -- ••Q DURING EXCAVATION \ t r• r A8 .•!•♦` ♦•p� ♦ • • t `. t'.�2008' K FAI RE �� t f a r .,-i -.Q•p♦ \ .r, }Q u t �• ♦�••♦ t , «: ^., \ e yi 1. / r� , - % \ .•••♦•♦•• OF PHASE II '� yr t i - - ..' .••••i ♦ \ < ,.� ra , 1\ _ t J 4 ••♦••♦ \ A 'g! ?' rr ,-t �' 1 ♦ ••1 • •♦ ♦ ♦ t I!� \ fi b `v t • I } t �df r , ,r .- x As 1 . N r� ' . ••• v . t i r ' ; ,� f..' �/ - •�: t '4x r w Y' / s j • t �' \ : '/ \ fit, xt 1 � .Zl% ;.,,� - ` r .TS , y/ r r' „' __ r .., x x L, 1. r _ : -, - s, t�` �\ 1 pr,:3 :, �, ~ �/' h t ��.. "'�•`Vr` .! /r , f r > O�• • $ TIE IN NEW PATH `\ '' �,! t r '•,!_ - -t „Alt -- ";.. N il - , REMOVE 1 c r,.' r r� e•s• ♦�•. _ TO EXISTING \ - ^�' �l �} g� r t. �••♦ -i t\ },� \ yy ii \ `��i \ t EARTHEN BERM 'k'1�.. $g 1 ; . •• • ♦ •�♦�3,r` .xt .l`.[�$ ?;; {,. �. •h �yp� \\,iA \\ 'x 1 ._i t 1 \, t� - t ,._- -- W / ♦••♦•1.4 ♦• 1 t •. 1 ! ; _ A .r I •. t t, \ \ t ( .y r r .,{ \ \ \ �� 1. -J'-' ��i ♦ s• • i t ` 4�M � xw.- `r:- • ° pi t tt\ \ SO{tpp. �.,. }. -`=-. \ t ri t ! `x. �•♦�: 1.0..` s �sti` :,� r :\ i l . ♦ ♦•f i• ♦ : ••• t r; \ `gyp .i .f t �� ' N ,.1; �,;t • ♦ i �s i, I t • �i i ♦�'}` r 'i' trl e� /'' ; \ 1 \ i t\t \ t ! A.• i i• ♦i ♦S•• 't �, , 't t \�t l w♦ +• �•♦� ��♦� t I f r t �.�,5nn • ♦ ♦ ♦•♦•♦• ♦ ♦♦ INVASNE SPECIES c t e ♦ • •• • \ \ !rir'S l f t . _\ \.:.5 .� ��:.. L�Ai� EARTHEN BERM t` i- FlLL OLD tt 1i . - - *t+U. t„ , -. L• ♦: REMOVAL tt t 1 ' s. •130 k:O / Ii " Ii4.:4•0: ♦ • ; \ 1 IS% i,r t 9 • t, . - �. /�. IN FOR TEMPORARY \ �.(` CHANNEL rf 11 1 t-:S !' .4.:..•ei t t I�j NESTINN SOIL AREA r + x - •••� ♦� ♦�� ♦��J•�� ♦� t ,p, j ^ 1 •u r i, Jri i f l e %j ,. 0 0 0• u. �/ x 1 WATER MANAGEMENT \ is 1 `u-. j ii• %��. � ;� �� it +f rrl f (•. �s;�� 1 i• ♦!•�� 0 0 00 • ° + t !.v. • r -t q, . y ° i i$ - REROUTE DRAINAGE, r , \- i ,� • •. , r , .._ VA- ..' d••♦� r l r _ r /irrrd. x t' 1•-\ d rrr .t. t 1'� •� ♦! t t - , \ 1 1 •.^ p••• r �:..:Jf r/ ' r" x'x \ s; \. r^ •� :.: REMOVE CULVERT, i ✓ r /.. • J `, •• ♦• ♦•> \ ! .rr'l /t - :Y;.��x`l :, i Y'Y - . r te •� •J - J - 1 . 1 1 l �{ 1, /. rr�Y'' \ i a i \ i�'' r 1 AND BACKFILL WITH .,:, - , i °i •♦ ♦, , \ i r • ♦ \ g r"l” r r i i \ `xx *, -'c r x Iw. l t �♦ aCj`. r r x' x �i .• i i...!' �lr !! \ \�`` \ ';' t.. a; l =`�' STRUCTURAL FlLL J:, ` \��/ �•• ♦• {� ',riir �_i \ t�l. li y r• ♦ •O t -:•f- J + r t i' ' t \x ��x \L \\ ''. '' �< .. ,� r' -a ,., x� '' j �" .�!' l rf r r ' r, G_ t `t / ♦� �• , r ` '•�. \. \\ t ✓ t il• x x : �/�r J _ -1 i. ' tk x \ i /�� ,:r'G's _ :ter. Jt �', 1 f v: /, tt tt..., � r' ,. r � ` /r'' i _' -. ~ 7J �' u �ry \ `%/ � L , s _ , Ott 1 4 ...J._t?,Z. _ r ~ � �,. \` \ Z� Y !'' i f i t \ .,I I GORARY M �� 1 _ A: "� .+�'•> _ :. .._= _,: `.��, I t 1 Z•, . y .. 1 -r EMENT _ �� _! i ,a..' — _' ' . per Q�j� 1 f 7 - +';`� �`\ J ! \ \ + i `txy , '1 , ___,<_ ~- -• ' �_ 4 ��a' \ x , t� ` .. � ,/ ' cry { r n ,t t \ \ r. r 1 ''�_•_- 'II tic _ +�.�= ' 1 1 �' 'O r -` ` ^ , t l l t x � 1 t ` t \ t\ s 1 _ r. - _....A� f r _ _ `-_��.� x $ KEEP EXISTING ` n ITI` ��\. t t t �r 9 : " �'� 1 '. "!' ,i - ' :, 1 . 1 ttg �.• . t \/- % - ` 1 � . t REMOVE EARTHEN - =\\ i 0/ ' t , OPERATIONAL DURING Jr r1 e x r z. i 1 '. +°" t t•. ii / `"`' t , �) /r/ r k\t t s �// _ / r /. i / BERM �.(; I. i/ PHASE I CONSTRUCTION , + 1 t x,••• i j / r p REMOVE \i1F I n} !, i j% � CONSTRUCT \s t lt, ,t G � _� t ` \\. -_err x ' 1s i `� tom` EXISTING PATH !i 11{ ,I;� , -� NEW BRIDGE ;:; t t ``'Y` t '' -� 7 tltt.. - � r J ;1� + 1 1! �! /� - r1 1 'f 1 �. I i\ 1 t_ ._ -i - /' I ' Y' \ r \ \ � - /�/ +� �,�!' , lt t \ 1 \ \ �/ r`� \ i rr tt _; L ; y ' ' ! I t % + 1 CONSTRUCT r t tix t t t. \. '' f s- \tx • \ i r i r "x ) 1 CONSTRUCT i s \ i //' g,_ ` ; ; t t s I r _ \ , t. [. r r t't rr t I` t / NEW PATH I $' li tt t I, t t ,.i /, r \ 1' ' ^ HABITAT ' / i t fl I s s ' , ' t r 1 tt' t 1, 1 1. '• t' x� i . ��' INPROVEMENTS t t \ '.. -L' I ' I t \t' B � t ! � r . : �,. i "t \t t t I: / °{ \\ t ,t t Y i rxt�.'. : t l % x .., ` c: -, tit I `.,-. ,r' �i� \\\ it ° ! jl�i` r �� `x!R't. ` \. .•G4 / ` ` �ttl t . ` �j� �N `.t �.��: r : �.,l � ,,,,, l l. ' t ∎ ,.: tl�'�r> !', ! �1 ti t ; 1 i�. • k - ., ` /.'' \ �', r t f � ! i` ttn , , .i�., t t' \ ?' i, / ...�.. ) 1I 11 r l 1 t t\ t t t t , ; 7 \\ \ , 1 t k1 1 g \ t•-�y 7 (I ` \` t 1 t` " �n `1t1 i1 , t i. 1 y i{ tt 1 ` 1 �'' x ,('�y� 'JIJI i x ' t '\�.. 1 � i t t l \ \ t+d r :�. � t} 1' 11 a x..r �.i ' EXCAVATE FOR (1 n j`: 91 / r l ti 1 ` '1 .rl.. ,r. t�, rt 11, - r i v•, t I I REPLACE i I �•" 'r► 1 r .'u 1 _ t r .'\ ; 1. ,.iix. -, NEW PATH Itf t .g, t J: BRIDGE . 'rrr i r t •�`, r. o.' x 1 �, ,I.. is �\t // ?: t a ' t. it '- r \ yt�', t c�7�v l � � �� ii��i - �t'� t� i{ 1 �� / _�'. r �. {� t 1 �y% ,�' 1i1� ' \ \ \��« 1 .1 1 �` �'. _ \, _ -._ i ��_ , Ili REMOVE BRIDGE . 1 ',�� ; �' - .�__..___- ._-- - „e' ter' . a ` _ ,fir ', I rj � fI : f , ,, i ' y ,r Z '" / f ,r - -` \\,i I ^3 'rr �J /17 /rt„ !J - "' ��I f - - -__ .�•. i5� �: -_ g ,✓ , t II �jy COMPLETE t t , .., arm '•: �1,� r r` -X r 'r ` `�t 1 - - r •. ACCESS FROM f� i I I I r e, l ! - �`tr'\. ?• r. S ASH STREET ,, '/O/J +a% - I . - .,y - , Ili o`' PATH REMOVAL ` / ` / '"' , ;',t - (� j x . ! j �".. �....i / '„\ f III ry { \ Imo i 1 f i. / I ' _ � ;• ` i r f t ` r : \ r `\\ ` , i / m LEGEND: ., •r ° x 1 ' ` fn r, , t y, , r , I c y ' ' 1 ii EXISTING TRAIL TO REMAIN c ' r Z \\. i v l f t 1 r ':� \ '1 r, 4 i ,+ i! t , PATHS, BOARDWALK • t ''r ( O L,:i ., J r' , r f r r r , , r \ \ , .fi ]�� .a -t: .' 1 1 AND BRIDGES t 6 �. /� V •.,-_ -- r ! -•. - r i ;� \ \, ^\ +' j t I r . EXISTING TRAIL TO BE REMOVED \ t 1 } .+�''�� Qr r r g ,_ j \,`I V r l ' r r r l x r r r r r �r @" " i, ', \t r y r I '„ it"?j , ' /' f' ` r D� O _ f ' r r .♦ \` t ` j r r / - : r / \\ NEW TRAIL TO BE CONSTRUCTED �j s y r ' t I� ! t r � ,t ^ t � r - \\ \\`. ' f r ` A,R � x`N \ ii. I+ `•' •� , , , ` ' -/ v '1 - ,' ` ' , t # z: ' xi 1. t t t : s� i - _ x ' t t i�i ♦�•i:i NESTING SOIL AREA , r r , , :.-x ' \'• Z r r t z .". l fie+ , ' i \ ,, J r .7,. r t`r�' /" x \ r + , ', / .r- /, P% - , \ '. j� EARTHEN BERM Z PHASE 1 PLAN — MEANDER CONSTRUCTION PHASE 2 PLAN — WETLAND COMPLEX PHASE 3 PLAN — TRAIL LOCATION w w 0 25 50 100 0 25 50 100 0 25 50 100 —m m o ai PROJECT MANAGER A. CONNORS FANNO CREEK IMPROVEMENTS DESIGNED S. CLINE DESIGNED J. BENNETT PROJECT NUMBER 6200 CONSTRUCTION PHASING DESIGNED R. MORRISON DESIGNED T. MORGAN �/ '• DRAWN BY S. KUHNS 8 11oR C lac _ CHECKED BY M. GARELLO ` FlLENAME 55700_G- 04.DWG SHEEP CleanWater Services G - ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 4 OF 2S 1001SW Sm AV.n,r.SMM IS001P•Nm4ORSTlM - . , 1 I 2 I I 4 I i Ill' ill' 1 / i 1 t i ', � t i t s'ISn :Ai: �, � `, Jti[ IIIS U `\ \\` `1 f' - �_� 1 1 ; O 1 t t, 1 qt + '. its I� N 1 LINE TABLE OCISTING GABION BASKETS - 1 ', ' i + #�'* ' t � i�iii% i ` 7'. �� ;:•::Nolaoloo: ` .1: 1 t t k y s t I I I ..� ry ♦_ A i UNE LENGTH BEARING 1 t v Ni t t "'f)' } I t l t r i ` ,'' IN. ` �.. . `` �••••• ♦•• ♦• ♦••.�` L S. CURVE TABLE t M14 63.54 502'03'58T s t 3 ti� , F li t III ( t S r ♦• ♦ •♦ •♦ A••�; s L1A15 43.86 N41'47'4914 1+t i:; s s 1 ' , ' J F , • • ♦��♦ �• ♦• ♦• ♦ • • r CURVE LENGTH RADIUS `,1 { 1 A , +1�t 1 3 J { t t+ I G 3 7 ~ ` .��' ...�,'_ ♦: ♦ ♦ ♦�: ♦•:: ♦ ♦: ♦•: s 4 CM2 212.23 150.00 • , T at Ya:� i it / " - ''l J ) i REPAIR VERTICAL BANK 9`' + ' +1 4 ,> SEE SHEEP C -11 , T ` O t i t `. lam~ !, __. > STA: 4B +20 O2 �• ♦ • •• ♦••♦ •' CM3 53.77 50.00 LENGTH 75 FT 1 " Cih �'' ! jam.- 48 + , ,I < �•,••• � ♦• ♦♦ ••• i CM4 53.81 50.00 t , , t , ` 11' '•• �•♦ ♦ ♦ •• ` t CM5 12241 50.00 + k \ ` r \ ,� � ♦ ♦• ♦� t KEYED NOTES: + i 1� ~� f • i , J ' i ♦• �• ♦ ♦ : ♦ ♦:♦ ♦. ` t O1 EXISTING CREEK TO BE FILLED do \`� 2 i� r EN LJNE LM /5 J _ + \ ?� ! `. N 761869 .84 r i ..� ' , ® .; ♦ ♦ • � ♦•: :•. P N SE SEE SHEET G-04 FOR `, 5 F ' t i i r • : ``� E7618692.$4 �J iii BEGIN CHANNEL t + \ t °+ \ ,� ` '•., � Hti • . % ; i / / . m �•y ♦ ♦ ♦• 2O CONSTRUCT ROOTWAD LOG J-HOOK REAL1GNMf?JT STA: 50 +90 �� , . I L i' ! r 1 \ • ♦ ♦ • ♦♦ N 650206.00 t N t- i s � /_ !�\ i ♦ •♦ ♦ . E 7618683.41 t t ' \ {` r t - _ - �' � ♦ ♦ ♦ ♦• . O3 REMOVE CULVERT AS PART OF t , �� `�`, t / F " At ?y \ •• ♦ ♦•/ WETLAND HABITAT, SEE SHEET C -06 FANNO CREEK t + t t \\ t - i {I �'$ /...� / , - ' FCQT3 -- % - ' 1 • • • 0t00%.* • • O4 TURTLE NESTING SOIL AREAS + a ` t t 1 i \. ,.. ,;., _ _ , 8 •. / �, ♦• TOTAL AREA = 15.500 SF • LINE) t , t - t i .y - -r � ., /://// - %' Y Y .. L \\ _ • • ♦ ♦ (CENTER ALIGNMENT t t j t / , FC 8 \ / • ♦ , 1 ( / _ ea ; $ ,• ;:ti ♦ ♦ s - , EXISTING TRAIL TO REMAIN I it 1. :tti , t, � l � .. " 1 t •,, % `, 1. ,.._..•Ax4__ „, " ,< r, - / '� '�� J38 4 3 :•• ♦ ♦ •i% -r-ve r i W • ♦•• ♦, ,. • tt ' t t_._ FO$, , :�.. / : ♦ �: •: •o�: / �. F& '3j SO ®® •� : ; �!! /!/� EXISTING (RAIL TO BE REMOVED SfA 5°4 O J r �� t \ G, % 1 V . A� ♦ 1 ' 0 . ° . a * c r.,7 i k F �.t J NEW TRAIL TO BE CONSTRUCTED j /TX/ , A J , i i �4 \\ - ' ` 50.E 1 S� / i t :♦♦ ♦�, • •• •♦ i i• i• i NESTING SOIL AREA i , i ' ' , , r , i i t Iv \ \, ` � � ' '+ i i 0 ♦ ♦ ♦ ♦ ♦ ♦ ♦ 0 0 0 • • •• •• •• ` y / ' " ,y. ; ` t \ / � , 1• 10 1 11 0000 1 . ♦ ♦ ♦••• ♦ s ` - ® EARTHEN BERM '� f` 4 ‘` s\ �t V ` �, ` , - � �� ♦ • . ♦ • ♦ ♦•• ♦ • o di y 'a t AR s �� `` T• � / ♦ 0 • : • • : • • : : • , , : ©, 48 +80 g 4 0. at • / // / / , 1 . , � ., • ,... n � v pfia�� % `, �- Y . 2 STA: •+4D �l•o � , ♦ ♦ ♦• __ _ 'llll �• J ` ' % . '% 4 �' ` r l J ' `� ` � \ ` � � � � - - t ••• ♦ ♦• MATCHUNE STATION 48 +50 SEE SHEET C -02 ' . J , � ' .. `' ``, `K , + ` ' , i ` ' , t ` . t � 0 I ` , °••♦• ••I `'. PLAN 7. REMOVE PATH = 1 = 2= 40 Z :i . . s EXISTING GROUND O I O 145 I ! . _....... V 145 - I REEALNCHANNEL _ - - - -- - - -- - - - - -� U Ce - - _ I = - STA: 50 +90 to ......._140" / D 1 _._.. U) 02 Q �. O PROPOSED GROUND + • 135 { -� - T 11 4.5 11 Z 135 • Ce YDEEP 1 1 N1 ., . BY 50' LONG POOL € CONSTRUCT 2' DEEP BY EE Q CONSTRUCT CONSTRUCT 2' DEEP BY 50' LONG POOL 50' LONG POOL L I" w 0 130 Z 130 Z I z (.9 ° 52 +00 51 +50 51 +00 50 +50 50 +00 49 +50 49 +00 48 +50 48 +00 47 +50 47 +00 46 +50 0 tu 9 PROFILE (CREEK INVERT) 0 a • HOR: 1" = 20' Lc') o VER: 1" = 5' CT) • PROJECT MANAGER A CONNORS DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS DESIGNED J. BENNLTT - PROJECT NUMBER 6200 CHANNEL REALIGNMENT �T )�� DESIGNED R. MORRISON PLAN AND PROFILE I a Z 1/i t DESIGNED T. MORGAN _ X 49 STA: 51 +00 TO 46 +50 ^. DRAWN BY S. KUHNS C noa e.vi,..n,:o, me. CHECKED BY M. GARELLO ` FILENAME 55700_C- 01.OWG SH S _ CleanWater Services -0 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 5 OF 25 ,oasvm,s.....,sm... ran.....srew 1 1 • --- -- - - - , .- , ■ -,...... • -• , , _ -- •.- *-. t N I ammo. \ . •.... :.,' ‘ ........*::, ■ .. -..."--!.:'',''ff, 's --.,.,, ... ' ' - - - ._ , _ _ _ _ - _ -------- i .. - - ' ' " __ - .. -• - __--- - , , ., , " .., 1 • ,/ ss ...- i I \ -- , . ; 1 --- , s , - ' s i ' 1 1 _ , , _ _ , - - - - / -- i ',,... ' .‘,:i ' • ,. „ - " ■ P SS .' .% • s - , A... ..... i<EYED NOTES: ." ... Litio. * , . SS , i C :'11111166 .e.: ' ' ' A.. , , '-' - - \ , , 0 EXISTING CREEK TO BE FILLED M I , ' / s I - , TO CONSTRUCT WEILAND , , , ' - 1 , • 1 ----4.,„ 17 v. HABITAT AREA _ s _ ...... / " Z - . I t . 0 0 1 --, - 7,-tIi,--7 , - , --- , ---Na."4 ''' ' - -,, ;,..-"; .- - ' '. - ' - .... n 1:r s '-_ -- -i- - z -, - - - , - - ;. ', 4i ,------ , k sTA: 0 CONSTRU ROOAD CT TWQ , „ ... , -- ...-. _.‘■, % t i a.m,:. ' --;---- "; 114Cr " - - - '. *Or. . - 41+00 LOG J C • e' t 0 •Mi um i , . ....... .....--,,,.....--- ,L....... --_--- EN ' - ..;-"---_,•.- r... ,.. ■ , \ t , u`ser..7•:..-..7:r.-.....- OA .---------„. 1:1,..1:1pie',.:- NI ttp,, 0 REMOVE ISLAND C • ‘ 0.10 / FANNO CREEK \ - - .. .7 , r , 1 s% - ...."% -- -_-. 1 ...;:-•-„- „ / ) ___,■ Allike"...*,411 (7% , ' - . 4. r: ,;',:/.... , AUGNMENT • 1' , ,,,,,....------",••'"-..."' %.•,,,„-Va-..1 .., , - -.-5" 0 ... ' v , COORDINATE RELOCAllON OF No. 4) • ‘... _ .., s N or Ito ---- .,,,,,,-,--., i§....4", (.004 f UTIUTY PCILE AND ,.. ''■'- 7 'PI, . .,,--.;,----'--'-- s s STA: 42.1‘90 0 .....,,,,,,, „.„....,,,, .,,,,Vi , s .... , -, 5 25*:„:"..4:_:• •• • • - " - . ‘ 1,10;7. diktmih , _ _ SUPPORT ‘ •I•I" ".- -'• - 0 REMOVE EXISTING BRIDGE AND . . _ j i, 0 e,...,. * , .... - .‘" - e. I ..\ ‘• , '' .-••% - t , C-sil 'OA ai,." -,- -----,..-%----- ,.... 46 • I 1.• ' - ----- Lik 4) 1*-.... / N N, ‘.,%;;:. ..orp•Itit imago:a 7 • I ‘ `_.2.4-=--- :. 4411,` tIIINii-N ,, CONCRETE SUPPORTS FROM ■-.--....__" IT , . \ '1. ,.., % s PROJECT AREA ,._ ., 4 ..............„ . _____ „: ,sr..... ‘,, „, , ,.... 0 REMOVE AND STOCKPILE ( 3 0 ... -. -. , i , .a11-;1:::::5:-; , , / ..... ...• - . 1 .. k ...' _--•-•,..- St .• • 1, i , /... 1 EXISTING GRADE CONTROL * I - - - ' ' - - - - - ----'--------- - - - - - - - - - - - , ....11,„ • r ' I 1 1- _ _ _ _• • - . . „ _ I Wil, I I, 71 'N.. ./ /40741) tre ''' %e-------- / • .... _ ..... _ ROCK AT LOCATION DIRECTED r' / / tA /Ow -- 7s, ----..-.- ,-1.........„. -<---...__.----...----,_ , 4$ ,-- •,- , ; END CHANNEL , - - . " ... • . . . . „ _ ' . ` - - - - - - * 0 0 / 4 T t - -.. - - -. . ... . .. . -. - - - - - . . . . . . , _. . . . . . .._-•• . . . . . . . . _.... _ i I I I I I I 111 ••• . ., ... . ,. s . .1 I 111 " • . . „ . . . . _ i_ . . to Villiviiiiktik , s 4, 3 , 1- ' .., 0 ,. .....„ .. „,..z7.........., ....;,.4, _ I I I t ,.... .. ,. , , R T EA k : 1 : , • , , , , ., ' - ... 1 • , _ ----- ..................... , _ 0 N B Ew Y DI sEE STRUCTURAL SHEETS 0 Ft CO wnE NSTRUCT NEWBURY6;) N 649727.69 - - - - - ■ l' - .- ■ - _ _ .. _ _ _- _ _ _ _ _ _._■ _ _ _ _ _ _ II 111, it* " • . . . . ..,_._ ` 'N. .- s T: .. N . . ,' ' 7 i ku -- 1 ‘ --,---,-, --, ,,,,,, 4 .4.00 -.,------* -...„...--,-' -, ,-- , ,;.... . • 0 NEW PATH LOCATION, SEE , • t , .• ' ' , ,,, .5 'I ------":"--. _ ''''''''' ." --- --- --.------ --- --- --- ---- 140 ,,;,', ,,,,„";',"--,/,„"./.',."# ,',"%1 . ' .,-,--.),-..%"---' % . v 1 . ` LANDSCAPE SHEETS 1.,, .'•.-- , 4- • *"....,-- _,---,-_,__ ,._ "--- - ,-* / /' ' # .. •• , .1 ir 511 i ■ . .. . . , . .. .....',...,.....,'‘.......,,,.' / . . , , . . , A 4 , . - / . , . S I „ ■ . t , e BERM \I, ( 0 , 0 -.----,___'''-'''''---...„ . . _ 4 . . 1 (--------------- - - \ - - - ' s • i 6 alliu - - - - - - - - - - - - - - - - 135 ------,',,i4;'','/ -- l'I" ..... t / I r / ., 1. 3. % • t /' 0 1 FGENI% i■ 4. ••• f •-• ) • I 17 * 'N II f., ... / .., -..,, ..., .... 1111 DOSING TRAIL TO REMAIN , - - - - ... -- -.. -- ,__ _-- -- L.'" _ _-.._:.„._ S . - - -...•_,--' -, ,V4 I _ _ _ - k - II !,..:-' ■::::: %. i' ..., ■ , 111 EXISTING TRAIL TO BE REMOVED . 4`. " . I ; 7/011111ftri . * /1 ---=• =r a - --'"----- I1 0;41•44 4.- • 7-0. --, .... . f . I . ' , , , . . . I ' 411061.11101 STA: 44+48 0 .4441?1"140...0/ . „00000, „.. __________ _ ______ _ " -- - - - ' tt'', 3, , , ,,,..i,... .,,.. ... . s NEW TRAIL TO BE CONSTRUCTED . optyve, • ••• • t tr , , , , , . , . , , ,,„_;.,,, NESTING T . . SOIL AREA \ • s i ' / ,,, /; ..... - ./ \ % .. e UNE TABLE UNE TABLE N. . • . . • 11.01 UNE LENGTH BEARING UNE LENGTH BEARING CURVE TABLE 0 PATH TO BE REMOVED FA EAR PATH TO BE REMOVED LM1 13.82 N371 U18 7.25 N11'15.4216 CURVE LENGTH RADIUS LM2 17.85 N4'33'42 LAO 7.82 N1'54 CM1 151.01 150.00 PLAN LM3 34.01 N1451491 UA 10 7.66 N36 C3.42 212.23 150.00 10 20 40 LM4 49.31 N15'17'38'14 LM11 26.97 N2846.50W 0 me ■ ••■ 0.45 11.16 N4159 LM12 43.53 N35 19"W INN ■ somm. LL16 6.10 N1557 LM13 57.99 N22 LM7 8.40 N2129.38*W ' EXISTING BRIDGE TO BE REMOVED • EXISTING GROUND / --- I 1 1 Z 1 " N I : ...... __ _ x -- -- -7-- ---: - ,,,... i La • 41 Ni, 0 Ce I 140 to I I- .-- .. PROPOSED GROUND • \ NEWBURY RIFFLE NEWBURY RIFFLE Z • • • I \ * I i + 4D • C-) ■ i \ • t \ I * . • • • , I 135 Z • . 11 4.5 • . . 30 I • T --- - $54/ --- •' 7 -11 1 ...-- - - - - -- • • ce I F . ......_. , I . 4_• - /el --. 0 1 I Z • • " • • " . CONSTRUCT V DEEP • . \11 - Eh' 50' LONG POOL : • • I . COSTING 12' SANITARY SEWER • I UNE VERIFY LOCATION • ' - U- I- I_ 19.... m I . . i . . . . EXISTING WATER LINE 1 0 ' ..„1- Z i 1 " . . . . VERIFY LOCATION - . . . FE: Z 0 - . . . . 9 46+50 46+00 45+50 45+00 44+50 44+00 43+50 1 43+00 42+50 42+00 41+50 41+00 40+50 PROFILE (CREEK INVERT) g .1;■' R. cr) PROJECT MANAGER A. CONNORS . . DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS DESIGNED J. BENNETT PROJECT NUMBER 6200 CHANNEL REALIGNMENT ILE II ", Illpa DESIGNED R. MORRISON PLAN AND PROF DESIGNED T. MORGAN • g STA: 46+50 TO 40+50 DRAWN BY S. KUHNS ■-: § CHECKED BY M. GARELLO C CleanWater Services FILENAME 55700_C-02.UWG SHEET C-02 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 6 OF 25 1001 SW 501Avenue 0747. 1800 I 7.1.710, OR BMW 1 I 2 I 3 1 4 I 43+00 44+40 \ y044W .. 144 O MSF - M SUMMER FLOW 144 - .— —' —'— '— '—'— —'— — 144 OHW 140 ... .:.. . . ..• :N.Y. . . - • 140 140 ........ ... .. : 140 136 ... ... ... �.� r. _ .. . _ .. . .. r 136 • 136 .. - .. 136 • • . - 40 / - 20 0 20 40 - 40 - 20 0 2 0 ...... 40 . POND OUTFALL J ' 43 +20 44+60 . .. C 144 - • dOHW _ .. ... _ 144 144 .... ... .. :- DOHW . .. .. — —'— — 144 140 - - • /77• : 140 140 .. .. . ... . • : . • .. .. .. 140 • M .. \ . . . .. ... . . �.4. . • 136 - . ti ��:�y;�� 136 136 ... _ 136 • -40 20 0 20 40 -40 -20 0 20 40 POND OUTFALL J 43+40 44+80 . 144 . \ . � ... . . .. ... .. _ 144 144 —.— — —.— — — _ _ . dOFINF _. —.— ..—.— —.— —. —.— _ —.- 144 TL 140 m., ..... d MSF / 140 140 . d �' • . • . .. ..• • 140 136: . . . • -^- : 136 736. ... 1 N , ,Al. . ... ... .: . 136 — -40 -20 0 20 40 - 40 -20 0 n 20 40 POND OUTFALL 11' 43+80 45+00 • 144 ... .. ..0)q . ---...• ... ... .. - _ 144 E - . ._. .- • -_.. d . .� �.�... .. � 144 140 - - 140 .. _ .140 / 136 • . .. . . ... .. : 136 -40 -20 0 20 40 -40 -20 0 20 40 EG, TYP B FILL. TYP 43+80 45 +20 • . .. . . . 144 VAA i .� T2 TR T i . T 744 E _. — ._ _. _. — . —. — — . — 144 140 4 ... ... 140 - .. . 140 .. ........:... . . 136 136 -40 -20 0 20 40 - 40 - 20 0 20 40 I4 VARIES 37' -45' 44+00 .. 45 +40 O 144 144 —,— — . —.— . —. ..— ..- -_._._ 144 ~ 1 14 140 . 40 1 .... , . dam: ... q 140 :.: ... o 136 • ..•: .; • ..1..:. ._.;..• • 136 136 ... ... .. .. ... 136 -40 - 20 0 20 40 -40 -20 0 20 40 0 N1 ;2 Ct 44+20 45+80 0 U. 144 ,n 3 - ' m''""` ' °." ' _. DOHW : _. — -- - _ 144 144 _ _ _ — _ — — _ _. .._ ... . 14,F 0 140 .. : ' d MSF. : . : . • .. • : ... 140 140 dMSF .. . . 140 1Z '''' • ..... . . .. . • .. . . . .. • . ...: .. . . . 136 ... 136 136 • ... - : .. ... .. 136 Z O - 40 -20 0 20 40 -40 -20 0 20 40 37 B ABBREVIATIONS: W I 0 MSF MEDIAN SUMMER FLOW OHW ORDINARY HIGH WATER c rc MI 1 PROJECT MANAGER A. CONNORS 01 DESIGNED S. CLINE FAN NO CREEK IMPROVEMENTS DESIGNED J. BENNETT PROJECT NUMBER 6200 CHANNEL REALIGNMENT TL DESIGNED R. MORRISON - CROSS SECTIONS I • F. FDa DESIGNED T. MORGAN /j� STA 43 +00 TO 45 +60 r _ DRAWN BY S. KUHNS _ Hon e.aio .B ••n.inc - CHECKED BY M. GARELLO ` FILENAME 55700_C- 03.DWG SHEET g CleanWater Services C -03 1 00 SW sm n..,u.. Suns IBM !Portland on 87204 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 7 OF 25 1 I . 2 I 3 I 4 I EG. TYP - 47 +20 45 +80 . ... -.. . r k. 144 _ — . . . . - ... .. 144 144 — — _....— —. —.— • bOHW ._ - . - . • -. - . E OHW - MEAN SUMMER FLAW " " ... .. .. _ _...... . 140: 140 • 140 C7Y5F ' . . . 138: / /.... . 136: .. .. ...... . ...... " . " ....... -40 -20 0 20 40 - 40 -20 0 20 40 46+00 47+40 1 744 C E — T v i . _ • 144 .. .. ... .. .. • . 1 140 _ ... ... ao 136 :.. . 136 ".. . ... ". ". ".. .. .. - 0 20 40 - 40 1 t' 46 +20 47+60 144 . .. . .. . ... " . ................ C7OHW 144 144 -- — . —._ —. — ; E: ; ' 7: - - ---- - - - - - . — - -- 140 .. .. ' 140 140 .. ... . 140 .... 136 - 136 136 .. - : 136 - . -20 40 VARIES 37' -45' 46 +40 47 +80 " ....... .. ...... ". ... ..... .... " " . . " . . 144 . boHW •• 144 144 — — — — — — — .. — bOHW .— — —.— _• •.— .._._.— .— . —._,— 144 . b1ASF — • 140 140 140 . I 4- .1. .. ... .dMSF .. .. � j "j 1 40 136 .. .. r. .. � 136 136 • .. • 138 .. ... .. ... . ... .... .. ... -. d / -40 -20 0 20 40 - 40 -20 in 0 20 40 el 18 • 48+00 B 46 +80 144 bOHW 144 144 — —'= — --= —' —'. — $M2Y •— — -- -._.• —'— — —.— _. = 144 140 bMSf : 140 140 _ . . " . 140 - 136 ... 136 136 - - .. .... - " ... ; _ " . ... . .. 136 .. .. .......... .... . -.. - 40 -20 0 20 40 - 40 -20 0 20 40 46+80 48 +20 Z 0 :.. ... 144 • 'VOW — — - - — — 144 — - -- 1 Ci 40 • . - • • F . 140 M � 140 1 36 . .p • 136 cc • 136. ; . \. .. . . • • • 136 - � .......... ............................... . .... ........ . . -40 -20 0 20 40 Z -40 -20 0 20 40 O U 47+00 48+40 0 LL 144 — — —.— ..-A.- -__,V.,112/ .. ....... - 144 144 - — — — . - _�� . � .. _ --- — 1 O • t ,ao 40 ~ vMSF 140 . bMSF 140 136 ... ... 136 Z . . . . Z 136 ... .... �. ......: 136 m .. - . .. ... .... ... ..... " . • - 40 -20 0 20 40 0 -40 -20 0 20 40 ▪ ABBREVIATIONS: W H MSF MEDIAN SUMMER FLOW i OW MSF HIGH WATER \° a Lf) CA 1 PROJECT MANAGER A. CONNORS DESIGNED S. cuNE FANNO CREEK IMPROVEMENTS • DESIGNED J. BENNETT _ PROJECT NUMBER 6200 CHANNEL REALIGNMENT L ^T`JT`J DESIGNED R. MORRISON CROSS SECTIONS II n i Li ♦ _ DESIGNED T. MORGAN 4 STA 45 +80 TO 48 +40 r9 DRAWN BY S. KUHNS HOE _ SHEET Engineering _ CHECKED BY M. GARELLO CleanWater Services FILENAME 55700_C- 04.DWG C-04 SIN sm n� �, a,n. eoo i Port Ma, on 97204 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 8 OF 25 Ian 1 I 2 I 3 I 4 I 48 +60 / + 144. ... -- --- -- .. ... ...... .. , .. ... J• .. 144 OHW - ORDINARY HIGH WATER G — 7YP — — - , - — \ VOHW 50 +00 — — — 140 .p / .MSF ., ... .... 140 MSF - MEAN SUMMER FLOW 144 .. _ . .. _. .. 144 .� OHW • 136 .. . . • ... 136 140 .V MSF . .... 140 17. 1 Fri. 71P . - 40 - 20 0 20 40 136 .�... ._.n. 136 -40 -20 0 20 40 VARIES 3Y -45. 48 +80 144. ... .. .... .. .�.. .. 144 C II�� --7 � -/z,--.1 - - - '--• 50+20 140 1 Ll�. .0#tSF . 740 144 — — :.:.,, `�OHW. .. 144 � . - - . TYP 136 140 Q MSF �.. . ... 140 - 40 - 0 20 40 136 / . ... .. .. 136 lq : 18% 1W - -20 — 0 20 40 49+00 144 ... .. .. .. ....... — — — E 140 144 _ - ... .. .. 144 136. ... . ... . .. 140 .. ' VMSF. ... ... • • • 140 — pOHW -40 -20 0 20 40 136 .. :... ....... .. 136 -40 - 20 0 20 40 49 +20 144 — — — — — - 144 ....... 60+80 140 .. ; . 140 .. .... � - _ .. • -.... _. 140 . . .. .. .. ..... - 40 - 20 0 20 40 136 - ....... ........... ...... ... .... 136 -40 -20 0 20 40 B 49 +40 _ 144 — -- .— .— . —. —.— ...... . —. ....... 144 50+80 140 .. _ ... ... .. 140 144 ._.. .� �. /. .. •G'OHW .. .. .... .. .... 144 ... .. ... ... .. .. 140 .... .� .--...-_ .� -r .�. �; — 140 136 - 136 136 136 - a0 -20 0 20 40 .. .. ... . ..... .. . ... - . . .. - 40 -20 0 20 40 Z 49 +60 51+00 0 144 -- —'— — . —. —,_ .— .— .SDaL. 144 ... ... .... .... .. .. .. � — — — 1 140 _ yA 140 1 \ .... .. ... _ . . . 136 : • 136 140 .. .. 140 Ce 136 '� 136 CO -40 -20 0 20 40 ....... .... Z - 40 -20 0 20 40 O V Ce 49 +80 LL 144 - - - - - - - - - • •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ." 4 .. V7OHW. .... . . .... • • 144 . .. . . .... . . O Z 136 .. - - 136 . .. .. . ..... . . Z -40 -20 0 20 40 0 U') 9 ABBREVIATIONS; g MSF MEDIAN SUMMER FLOW CI i OHW ORDINARY HIGH WATER ca U) 01 1 PROJECT MANAGER A CONNORS DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS DESIGNED J. BENNETT PROJECT NUMBER 6200 CHANNEL REALIGNMENT DESIGNED R. MORRISON CROSS SECTIONS III a� _ DESIGNED T. MORGAN % STA 48 +60 TO 51 +00 r DRAWN BY S. KUHNS _ C MDR Engineering , Inc CHECKED BY M GARELLO CleanWater Services FILENAME 55700_C-05.DWG SHEET ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED ism sw sw ae..e.. sen. r goo 'Peed* oa mu 9 OF 25 1 2 I 3 4 \ 41 A • * 1 0001.00.:••�.•.� • .1• • . .fib-, \ \ \ V BEGIN WETLAND J' \ S t t \' .\ ` ` ` y e N IS 1 0. -- so lk t 1 •4 7 Y 7 HABITAT' GNMENT • s _ • S �' ° ` � -, 11 ! !'�r0 .: :.. Y 44140 l_ \ \ FANG CREEK ALIGNMENT E 7618958D8 • _ y ' , J • I c ` i 1 I .. , Y \ \ Q ` t \ \ OW , ' �J` ?. \ ' ' KEYED NOTES: P a i "+ : -\. \ `f' \ • ` �' `. �' \ 7 4 ® ^` �': . : 0 REMOVE EXISTING BRIDGE AND CONCRETE ,n � j • 1 fi �+ :� : t / ® \ SUPPORTS. REFER TO LANDSCAPE SHEETS is. r 7 DD O r Y 4 0 F _ I RE MOVED EXISTING 48 NCH CULVERT 2 r _ • t \\ s \, • — -. '~ _ /� - - � e1 � N V� "f ''� a. \G� 3 (STING CREEK. COMPACTED(„�,,.,� • 1. . , ' •. g \ 3 =' �'- �`f �� 1�'i ' `` . O PLANT 1 C M, y' 11 x 6; ..... `. ` - ' • ,y - �"^ t�4 INSTALL HABITAT LOG I ■ ` � s ^ �4 Q �..„y = , t - OS INSTALL BRIDGE PER STRUCTURAL SHEETS I. _� ^ - / - 4 . f � s � � �` C - ,.. I �6 NESTING SOIL AREA I -_ # 1 � 1. `% G '_ — O ' "G + +^° �� ...� O 7 COORDINATE LOTON OF TILI POLE s' > / 1 , — I e`\\ AND SUPP RE 1 i / rr / � ! o . / (/ �+ : �,' .. . O / r / _ O EV UNDER NEW CA PATH. U SEE LANDSCAPE 03 r , r �{ SHEETS ' 4 ® f� I il �.:� > s^ - q — # >' x c -- _-- - - - �'� �� _ ® RERO UTE DI7LFi AND CONSTRUCT RIPRAP F00T /. y/ ` 77� / JJ J �� - --- c ' 1 N J SPLASH PAD. CLASS 50 RIPRAP. 1 -. { 7 / // I _ t NJ J l DEEP, 10 FEET MADE. 40 FEET LONG. � � %\ f % / � /� : -,, , ''""' ^ O 10" ` J� 10 CON STRUCT P OND OUTFALL {,� 44 - _ �/° "• � pC , CROSS SECTION AT` L am /• -, /� f' / - u s Jxe - v 7 � ' 1 {SIATK)rl 1+53. SEE , LEGEND: vi f 1 \ Wilk ,...../111.11........._ �r 7 " t �" t • , � EXISTING TRAIL TO REMAIN - - - — < _ Y 4 \ FG= 137.59 .14;;* \ `' { i EXISTING TRAIL TO BE REMOVED _ � g / . ' b ' �— - t. _ � c ° + • NEW TRAIL 10 BE CONSTRUCTED B .. i,.+ _ tEP ��OI�<9/ r 1 .° - �^ _ - - _ _ \ `p ��` 140 \ \ +,� ` ` � i��i�i��i N N A - ? l 1 i - - _ -� ]/ - - \ �.�� . EST(G SOIL AREA .. ,--, i .� �-_ = { � ` �� 4 .I '.,� ' �_ _ `,�`' —.'�_ -- - •_ - - - - -- / � � �/ EARTHEN BERM • (/ w { rr ly d _ - - 9 • 1 _ RCM .`� • t j/ �' J `' r ' I t' f , , . ` WETLAND AREA LINE TABLE () ' T\ / 1 LINE LENGTH BEARING � ; +i - • `` \ � 1 i 1 z L2 32.34 cc ,' ' L3 18.08 S5739 F - cn • I S68'O6'28•E • h , ` ++ t I ' ,. END PROFILE _+ ' " L4 39.46 589'55'14'E . _ ` ` � ; r • N 650019.25 \ V',r r�'a�`'? ; \� LS 47.84 Z \ - •�• r -,Y ,.�/ . E 7618653.34 { v 516'35'14'E \ . J + , ' r , _ ^" \ Lb 54.22 S89•07'50'E , \ , ^':',\‘‘ ` ` �{ l { �, i r i .} - L7 7.11 S85'03'041 C.) ` �t ^ ‘, , � t 1 t t i { ,///,;,, i " ' " � , . \ LB 7.11 S76'S3'30'E cc 1 { { d 1 ; ° L9 15.99 S72'48'437 O + `, t i m� ,� '` L70 23.67 N39'S9'37 kt" '/;--• / � \ 1 t t t ' ! 1 1 t ` , 5 d i r / � / r ! ' ` ' 1 t . ' ' t1 ' ,S ` t t • 1 + : r J };, WETLAND AREA CURVE TABLE • Vi c::=. � t . . { . . ' 1 , L t • , , • / , • 1 / q. CURVE LENGTH RADIUS Z C1 22.53 22.09 Z C2 97.03 63.48 m C3 23.27 19.77 0 PLAN AEGNMENT INFORMATION 20 40 SEE SHEET C -01 AND C -02 FOR FANNO CREEK W Ln a) PROJECT MANAGER A- CONNORS DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS PROJECT NUMBER 6200 GRADING PLAN DESIGNED J. BENNETT T DESIGNED R. MORRISON DRAWN BY S. KUHN WETLAND HABITAT AREA n i ` DESIGNED T. MORGAN . M S il MDP a ^9i ^Be " ^s CHECKED BY M. GARELLO • FlLENAME 55700_C— O6.DWG SHEEP CleanWater Services C -06 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 10 OF 25 1 I 2 I 3 I 4 I CHANNEL. LOW now irk SEE APPLY TOPSOIL TO - - RIPRAP, TYP. 150: 150 , i ` • �` `, ". �`•,, i \r CONSTRUCT NEW RIDGE `♦ • \ �♦ •,. �` `'' : \ • � � ` ` �` . s\ \\ ^\\ KEY LARGE STREAM SEE STRUCTURAL SHEETS EXISTING CROON � ` ' ". �� `, `� i BOULDERS INTO BANK, �` �� , _ 1 `, ` ♦ \ NO GAPS ; ^ " - - -- - - '-- - --- ! • I. �. , � � ♦,` \' ♦, . \ ♦ „ � \� ci ` I , t t \ SEEi DETAIL ♦ _ J t ♦ i ! ' � " • �� - `` ` �, , " ♦ 1.40 -" .......- :.. - ..._._.— ......_. .. _.. _.._ ` ... _ 140 t , ,� ` : ` , " , \ \\ \ \ , ` PLACE LARGE STREAM !,... •.• . \ , ` , ,♦ .. i ■ ` . , , , , \\,\�' BOULDERS 6` APART \ I I �.� • RIPRAP NOT SHOWN , ■ r (ANNO CREEK) \ ` ``.`, \∎ ` ` ` \ \ \ �_, t FOR C - TTY , , \ \ \\ \`, ` `, .`\ \ PROPOSED • I \ \` \, . \ \\ ,` , \ 4\ ` \ ` EMBED LARGE STREAM ..- __..._.. _..........___._._.....•_...i._ ... .... .._.......___.._.___.._...... - GROUND _.... _ ..... .... p a • - \t \, , \ \ \, BOULDERS IN STREAM BED, ■ -• , i ' \, \ ` s CONCREf CAP. SEE 1 ' \ ,,,,,,:"4., ` \, I DETAIL IS SHEET i ` \` \\ \ ` \, , KEY LARGE STREAM 130..-._.._..___._._....- ...._.__._..__� ......_......._..._.........._.__.......... _.._.._. _..,....SANITARY-SEW€R- _- -....... 130 i ce, ‘.‘• , , BOULDERS INTO BANK. NO .... _ ._... _....____ _7:,:.,,,,:.,,,..„ ` + �� ,\ \ GAPS I I 8" PVC t ` ��`, ` mll 4- m .11 ul w 0 I 1 i � �' , I it' ret t 1 „`. , � \ . j #: 0 r : 5+15 1+15 ■ � POND PROFILE I R S c — os i ` CONCRETE CAP EXI � � — ' OVER STING SANITARY ` •••........ SEWER, MIN 20' LENGTH \` , 150 f - - ---- -- I • - - i r 150 \ \\ i • I `` Y ` \ t APPLY TOPSOIL AND ! ' APPLY TOPSOIL AND ` �t I , \,.„ � ` -- i ` , ; PREPAR FOR PLANTING t PREPARE FOR PLANTING I 1 POND OUTFALL PLAN VIEW I c -08 I I • • • 0- •.•- 0 5 10 20 I 1 p - �_• • I . _ _ . �1 II •1�•• 25' i - ....e.:•;;•- -- - . _......... i .. ._... .. ...... .._... ._. 140 ........._..._ _ ..... ........_.__...._.._. ..-' - �. 1 I • 5 LOW FL CHANNEL' i 1 • .....CLA55200 RIPRAP, 6" FILTER BLANKET I ••I ♦ 1. • F••I I 1 • • ♦•i•i•• ►• • ••••. 2' THICK r ww. 4' -0 GRAVEL 135 - - i 1 � i • i I 1. 1_ • • • I . • I • I_ I •_ 1- • • • _ • •- �.,. ♦ s fit• •i" B ', 1D • � _ ___ I . . - -- - - 135 ,�:'.•, ! !> __.,'! w'. a 0+00 04-10 0 +20 i 0+30 0 +40 0 +50 0 +60 f • . ` ` 'T.' SKEWED EXISTING SANITARY SEWER j/ y ., a • SHOWN FOR INFORMATION ONLY + : { '. • • r IMAM (CONTRACTOR TO VERIFY LOCATION) ait f 519. DRAWHC E -- nil �,H 8 :.."...i...., .. , PO OUTFALL CROSS SECTION AT STATION 1 +53 2 .•,.C.�°41 ",7 ?•,:.OS C -06I END VIEW awe q - :, cr Xo0 ss ma rm r YAM. Z -- - - --- � - 10' APRON -1 25' SPILLWAY 10' S11WNG BASIN 0 .,. - - - - - - - - -- 1... — — - • APTSROX. TOP OF BERM , I I •' LARGE STREASTREAM - r aas ur CONSTRUCT POND OUTFALL I I I BOULDERS re +. _ +, TOP ELEVATION 140 FT I l BEGIN OUTFACE __ , . 140 ............. ` _. - a ' ♦ a a' ° + r.• s s to : .;, MOVE • •91 • • • • • • • • 5 STA +09 140 � .a ..4; ` . ' "Ai� • pp 3 PRA ' @ ♦ d' .♦ � � \ a'J c. •. !4 f •. I_I e• I. •. I. I•. I CLASS P - + A , ..o :'E,, J. o ".,t ? : + + 't.,a . %, r;. A END O UTFALL — — _ 'f =1�I • I f • • -• ► STA; 1 +65 `. Ezmi ...•. ; : ,_ I(F ANNO CREEK) ��• • I I - I C I • • I • I • I� I I • I I I • • 0 re •. FILTER . - BLRA VEL -:. • • • ... I • • I I f I I • • • N L_ .� .,s! tiw; ._.. d;; \°4 ;:° ...t,`, • P•[ 6 I N. 4 " -0 `GRAVEL i i_ LOW FLOW CHANNEL i ____4_ . FILTER BLANKET ? i T____ I Z 0 130 _._ ''.... .. - . .._. ......... ....�.,_....... �L _.__ ._...._......_...... _...i... ...... _- ...._...__?_.......---- j- - -._ ...�...........:__...:...._._ ---....... ,.__...- ..__._._.(.___._....... _ ......... 130 1 +80 1 +70 1 +60 1 +40 1 +30 1+20 1 +10 1 +00 SIDE VIEW SKEWED EXISTING SANITARY SEWER Z SANITARY SEWER WITHIN 4' OF SHOWN FOR INFORMATION ONLY Q SIILUNG BASIN, VERIFY DEPTH (CONTRACTOR TO VERIFY LOCATION) AND INSTALL CONCRETE CAP L1.1 CONCRETE CAP o 2 - POND OUTFALL DETAIL o C1ear,Walti nax Sc� g DRAWING NO. 371 Rta , _ r. _ - , 0.. comet .meat „n,... C -0 Lr) en PROJECT MANAGER A. CONNORS FANNO CREEK IMPROVEMENTS ` DESIGNED S. CLINE DESIGNED J. BENNETT PROJECT NUMBER 6200 GRADING DETAILS DESIGNED R. MORRISON WETLAND HABITAT AREA a L DESIGNED T. MORGAN DRAWN BY S. KUHNS a HDR Engineering Inc . _ _ CHECKED BY M. GARELLO __ SHEET N CleanWater Services FILENAME 55700_C- 07.D C -07 SCALE AS NOTED loin sw set A..n... wn.,goa 'Portland, 9Rmw ISSUE DATE DESCRIPTION HDR PROJECT # 55700 11 OF 25 • 1 2 3 4 \ `y `1, / /'f� �` i ��/ 150 1 • \\ -- / /f I PROPOSED G •� ` \ 2:\i"---\----;11`y�L� ,/�/. '' d ; (CREEK OVERTOPS BANKS I \ \ \ \ \\ ` / �%' 1i } iC. v- OHW i DURING IG\yFLOWS) i li `';ti „ , �i /;� - -- i TOPSOIL, 1 THICK '�I E ! i '�. 1 ``' - .. ...... ..... . .-:.: �FILTER BLANKET, i I l O j — `: } x 1 ;� '�` , !��'�'” �,„/ 1 -- G �- ':.: . •:.'.... ; . 6" THICK 1 r e i + I fil ..___-- --!.�/ J J, ,...,."' . ," 140 i -- —. .-___ �.d-.. -�. _- ......._... -._ ___._ _.- w ��. i v I 0 • ms�s ` \ _ �' i�/ __ +��_ ��.��, 1 14 s a !W - „ ! � \ 13 2 , " -- - - — , / � r�� . • • ...4. .... . '' ..... ... (WETLAND POND i v -,,,,, ,-.-; I • ! r I y ��,,.. =�� /' (FANNO CREEK) . . - j - ._ - _ _ .._� .._._. —.. .. .—._ i swr.. w.�r�i 1 . _ l � , ` 4* /' , / / v - , „ I COMPACTED LL I \ � y:, ^ �Q / � '' y i � / I 1 TNGT. 200 RIPRAPI ® .� nVE DUSTING TRAIL \ rY`G � 6s x +,6 � .!__- _�_._. I1c ' TIE INTO NG t __ _..._. _.__ ` \ \ fit ti � e , t' / ^ 0 0+00 0 +20 0+40 04-60 0+80 1+00 1 +20 a�� EXISTING CREEK TO BE FILLED, TYP. G -0 fi 4 • Nom N SEED ® PLAN r TIE TOPSOIL INTO I REED �- ____.....- I EXISTING GRADE 0 5 10 20 B 135 '- -- ... _.. .. _ .....................__..__..._.______..-..___._.._.. .__...______.._...........__. -. ... _......_...._......._. _._........_.._. ......................................... ........_._.... _...._....- --" 135 t G -� _. _._.__._._ -�.-_ ..._. -. — . P ROPOSED GROUND I AREAS I EXISTING GROUND i i I KEY NOTES: i OHW i - __ - _ _, 0 REMOVE EXISTING LOGS. REUSE LOGS AS PART OF THIS 140 - ._ -_.. l .... - - - - 140 TREATMENT WITH DISTRICT REPRESENTATIVE APPROVAL NG t$tOUND; I 0 CUT BACK EXISTING 12" CULVERT. INSTALL MECHANICAL 1 i N - �YY + - -- - 1� /f CDIR 700 STR EAM FABRIC; PRESSURE PLUG N1 . ` IARG E 0 INSTALL ROOTW D AD LOG J -HOOK, SEE '0 135 - N '\/ M i1 BOU LDERS I 135 Z 1 0 CABLE AND CLAMPS, SEE Q 1 s RoD1wAO LOC ! 0 PILE LOGS. PLACEMENT TO BE DETERMINED IN THE FIELD -_ \'1'• � V I , , I . ;I ;` 0 I SEE N 1 0 ROOTWAD LOGS, 30 FT LONG -__ j , C4 130 - - -*1 - ,. - 130 I I ;,•,; I CLASS 200 RIPRAP BELOW I \.4 I AND 'BETWEEN ROOTWAD LOGS Z O U l` t's LEGEND: I 5 O 1 OIIE LOG 1 \,S, MIN. EMBEDDED I 125 P 11, - .._ DEPTH 11}' OR REFUSAL 125 C4 41114118111111 1 V. O ROOTWAD LOGS t , p I ! Sj. , \. i I Z 1 I 0 PILE LOG Z 0+00 04-10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 w , F. g _ GABLE CROSS SECTION AT BEND n NOTES: 9 o 1 I C -08 I JI HOR: 1" = 4' 1. CUT BACK EXISTING PIPE TO BANK AND i VER: 1" = 4' INSTALL MECHANICAL PRESURE PLUG ON END. e I CA PROJECT MANAGER A. CONNORS . DESIGNED S. CLINE FAN NO CREEK IMPROVEMENTS DESIGNED J. BENNETT PROJECT NUMBER 6200 GRADING PLAN DESIGNED R. MORRISON SPOT TREATMENT I _ DESIGNED T. MORGAN ,P,- n - DRAWN BY S. KUHNS S HOR E^91ne¢rIns Inc- CH ECKED BY M. GARELLO FILENAME 55700_C- 08.DWG SHEET C -08 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED " 12 OF 25 of sw so, n,..n.... 40,, Two 1,,,,m1, OR sr. T 2 I 3 4 x N e '. '41, ' '''',...: . ' , . ' ,' KEYED NOTES: 2 ", \\ . S 0 TOPSOIL 1 FT THICK • N 649009.46 s ,4, ; ; , Ns • ,' ' � � . J • _- E 7619677.22 � ``\ _. \ % TOPSOIL, PLANTED BY DISTRICT 01 02 NATIVE WILLOW CUTTINGS TO BE // z a ' y r ,I • FINISH GRADE = 136 FT e b s ' it \ a --..-,z...:-:-..,,,,, XOO -�— '.:. >�� 03 NE WBURRY ED RIFFLE PLACEMENT TO BE �.` a !`� — 'y VER IFI BY ` .''''s2.',.,---...„. ` -- •�.�j r 3 1 RE PRESENTATIVE DISTRICT 04 ROOTWAD LOG \ \ �\ ;� 4 ..-, °\ /^ •, --., - -..t., ONEWBURY RIFFLE, SEE ® CONSTRUCT ROOT WAD J-HOOK J -HOOK, SEE pa�R1 �� STA 23 +22 y ` : ai . + ` \ + t —_ `•``,,,`4 ,` 05 INSTALL OUTFALL PROTECTION r , i t V `• i / /� o o p l ° �l e \ . . s 1 TOPSOIL _- � t`, \ t , r • •_ - �� % /,' j�/ f � , V ONEWBURY RIFFLE, SEE • • CONSTRUCT I t 4, e ` �.__ .' R OCK PLUG I ! t r ' � `? y �k TO TIGARD CITY HALL Y r .. , f - N r r /r , r _ t rr ° , 2 \ , Ji / J� y� �: I ` 0 HALL BLVD. ` ` } y�� j ("'250 FT) OVERFLOW CHANNEL PLAN t W 0 10 20 40 G -03 t l COSTING 8" CULVERT 1 ‘ .- j - ! 11 �y ....�. --- 7 r' �! a 0 X ROCK PLUG '�,'° /7- °- "" KEY CLASS 50 RIPRAP INTO - - -_.._ �� BANK 1.5 FT, CONSTRUCT TO 03 NEWBURY RIFFLE, .. ______ 136 FT, FILL GAPS WITH SOIL PROPOSFA APROX STA: 2 +00 ONEWBURY RIFFLE, '. GROUND APROX STA: 1+45 �....._.__._.__ . ;::: _ ..._....... __._. _._._._ f ........_.._ ._.... . 140 I - - - OS INSTALL OUTFACE PROTECTION ' ' � ' v ~ ' / 1 �v'•�,,, "- F"' �. • • • r. IXISTING ODOT CLASS 50 RIPRAP t t - •"' ! • a « ♦ GROUND THICKNESS a 1.5 ,` _ y f -•• ` -„ c.) y I I ' + f `�„_•� 1 _ - LENGTH = 12' 4 / WIDTH = 6' -t FANNO CREEK ! „,,!..;.1-.....---,...-... +r 130 1....__... _. l.... _... 130 W TOP SOIL \may` COVER WITH 12 TO i t ` �' - SEED PER SPECS ' -”' -- F `" '� Z 1 t , PLACE TOPSOIL ABOVE ROCK AND EXISITNG � ''� i � r ~ ■ I i GROUND TO FINISH GRADE = 136 FT �� , V 3 MINIMIZE DISTURBANCE TO EXISTING SOIL -.. l r .`�• ` , ` � '` cc I AND VEGETATION 1 t -' T _ - - - - �._•_ + �� I 5ANTT SEWER s t l t \mo i r %rr `____..____---- ..•'' F" _.__.. E t2 5 A4?PROX I i i l ' ■ . t'r • i -�,,,r 0 T I % � / 1 ,'; i 120 ._...___ _ ..._ +... _.... ........._... _..... ..... ...._. ._..._ 120 __ . _ .. y `\; . r _ �, r t r r r ' r r , , _ 3 +00 2 +50 2 +00 1 +50 1 +00 I .� --,_,,,w / ,' , �\ / /i rrjrrr g r �` `4 r . Z r^ OVERFLOW CHANNEL PROFILE C -0 ) 3 PLAN — OUTFALL PROTECTION AT 8" CULVERT W 0 5 1 20 G -03 0 CA z a ii, PROJECT MANAGER A. CONNORS FANNO CREEK IMPROVEMENTS • DESIGNED S. CLINE DESIGNED J. BENNETT PROJECT NUMBER 6200 GRADING PLAN DESIGNED R. MORRISON � �/ SPOT TREATMENT II E i DESIGNED T. MORGAN • DRAWN BY S. KUHNS I HOR F "a� ^ ' ° ^ CHECKED BY M. GARELLO FILENAME 55700_C- 09.DWG ISSUE DATE DESCRIPTION HDR'PROJECT # 55700 SHEET VI CleanWater Services C -09 +oo+ 5th a...n,,.,ww 1000 lro,n,ne, OR 97204 SCALE AS NOTED 13 OF 25 1 I 2 I 3 I 4 I \ % / I N I ♦ ` r r ,,,,,.\\ - _ - _ - _ _ _ - _ - _ \ .. \ _ ♦♦„ 'Ir ` - I ;_- _.. _` _. `` ♦ Q� ` .r \ 150 150 1 ,' \ \ \ I i,1 �.‘s,..,', , J• - -� r ' �,'" ' . - -'' ♦. . ��i, EXISTING GROUND - � \\ _ ti `.., -.f. °. _ -t5 1,_ _� � ♦ \��`♦., �\ I I TO BE FIELD VERIFIED \ 11 � ' 1 1 �1 . T ♦ ` ♦```\ ONEXISTING CULVERf I \ I .._ .. _ ... ....... ...... .. .......... ........._._ .._ . ...._ ... _... - _ ... DOSING TRAIL ! 1 I , II 11 i l' 4 _ ` * i i _ r 1 :4 1- c _ - ♦ \ ♦ \ iii 1 1 , II II o, • ..t. ..:7'',_ I . _ _ _ ' _.._� Q ♦\ .. .. .... 1 Jr IIII I' IIII ' : _ .._�y \ ! - 1 Ij1 I 111 - ., 7. _.. 7. .. _ '2. � _ - - 1 j 1 rr III, 11 - %- . _ -�zf r 5 ♦ ` �� C \ II r di l l :lie I I - - - - - . ' _ .. _ .. _ r r. - a 1 J' I t i { LARGE STREAM BOULDERS RI 1 1 1 1 11; i �I 'ill l l 1 .: -: -_' .._- 1 % i r' ii1 d II r - _ .. _ _ .. _ . _ t _ i � s,,,...,;') , 1 ' PROPOSED GROUND I `' ', X,1 1 di I - -r - 140 , �S�m 140 ,', 1'11 ,I I _T.--- _..a.. ,r '� r _._ // , /, 1 � I q l 1 1111 I- F.. _.. _. _ - -_ -_�< - , '" , I\ _!t& 1' ■ Iq I 1 1 1 1 ' - - -_ -_ -_ j r I •• ® ,, ' r 1 ;111 III -1 Q _ I ; -'r4,11,- ' \ r i I a � Il 1 I _I - -- - - - -'''' 1__ T ,: � • I ; ; EXISTING GROUND \ ` i I II I 1 I \ ) 1 k 1 I - _ - C - _ _ � '40'��►4® (FANNO CREEK) \ _ ` i , 1 11 I 11 1 .',7..:.:7.-..:7'..::-.:::-.7.' .. \ t I I \ ♦ 1 . i i i 11 1 1 , ` . -� _ _ _ _ 1 \ � l __.._.... ._..... �.._._...._.__...;._.._- ....__.. � �s� �� ' _.�._ _.. ...1 .............._....._.._... • \ I I 1 , 1 11 I I 1 1 1' 1 '♦ - c - — — — ■ \ 1 GRADE 1 I 111 I ' it i II �F _ _ , - _ ` \ \ i i � /; \ . �� I NNTT'O FINING NG FANNO CREEK ' 1 1 , II .`\ _. ' _ _ 1 ; I g ill I 1 1,110111 II'I I M� ' _ L \ f / ! \ i l II 1 1 14q i IIIiII ,d / � ♦ — \ / FILTER leumET, — / — I I I I I IIII d 41 ,' ._' / .- r I I, l 1 l j11 I ; ' 1 . \ 1 ..... - -. ....... .. _.. .. 130 I 1 I pI 1 1 I ' I , ' r \ ( : . 1 _..._._.._._..--- ....._. _......_...._._ -. __ ` i ;pI' I ' .' I I ` I . j I l / -'' s 1 CONCRETE 4ULVERT _ - ' 9 ' ' 4 I� 1 j ' 1 c, I # � .. 4 � i i I N ' 1 . 1 .1 r t I Ti II . _ _ I 1 1 . 1�t� {{�� . I `J II I�, -- , Z'J Ir i 4i +' - f - -'' / - ., , ii'�I ' 1 1 \ \ CONSTRUCT CULVERT © + ' \` F � _ - _ - - -- _ -- - = 1 - 11 _ l ` - 'I I I I i, : I OUTFALL, SEE ® 3 \ �° ' , 0 +00 0 +50 1+00 ' %_ :._ . rr 1 \ EXISTING GABIOIN BASKETS. I KFY NOTES: ` � . 0 `\ DO NOT DISTURB ' 'D 1 INSTL OG. CS EAVY 7/ __ r .�y� te a` ' 1 ° a• O EQUIPM HABf(AT TO LS PO WIALL CE B E S EVER OF H ELY UNITED. , _ -__ -- _ - . ` , ,,..4, 1 !... �.. , 1 \\,, - - -- Q ! CONTRACTOR SHOULD ANTICIPATE THE USE OF -- `� " „.• '.y, U - f / CABLE RIGGING OR OTHER LOW IMPACT B _' `,_T \ ° III I - ,\ ,. I , , CONSTRUCTION METHDOS TO PLACE LOGS. NO CULVERT OUTFALL PROFILE HEAVY EQUIPMENT WILL BE ALLOWED IN POND. SCALE AS SHOWN C -10 PLAN - EXISTING POND AND OUTFALL PROTECTION 15 30 03 EXISTING GROUND EXISTING GROUND LARGE STREAM HABITAT LOG BOULDERS, 4 MIN. `�\ \\ ` \ ! / \ , . / ,1 ' ; / / :! / <: ' \ //t \ � ' i X- ; � �.: 'x,\\,,-/\:‘ \` 1— \\/,/� , Q WSE ; �y y\' y� y \� .r. ♦ ( \.\r\\ /�' / / �' \\1�/ � ) / �f / CHANNEL WIDTH 5 ' 1 '• ` l� \ \ /� NATIVE MATERIAL \;\ h ;,--A„, CABLE AND CLAMP r " � '� f /�� ) 1 . 0 ,:l.:>. � i r O r, U SOIL ANCHOR ce p : - CLASS 200 O '` L ---1_,.”- '1 2 FT THICK 6L, . � : . �_', A » �. _ • . ''' '''.:"1? " t .,... + .. f '''» - 1 '.a ia 11, 4 -0 FILTER BLANKET 0 L i ' . .:. . S . _ Y + Y .Y .S : .F 6 THICK z - \/ \\ / - \/\ TO PLACE CREATE L GE BOULDERS Z HABITAT LOG DETAIL /� / /� RI NTS CULVERT OUTFALL SECTION 3 o 9 6 NTS C-10 t SE a LC) CT) PROJECT MANAGER A. CONNORS DESIGNED S. CUNE FANNO CREEK IMPROVEMENTS • D ESIGNED J. BENNETT PROJECT NUMBER 6200 POND AND OUTFALL IMPROVEMENTS DESIGNED R. MORRISON SPOT TREATMENT III g. L DESIGNED T. MORGAN • r DRAWN BY S. KUHNS S " °" 9 "e•..,,,, . CHECKED BY M. GARELLO FILENAME 55700_C- 10.DWG SHEET CleanWater Services • ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 14 OF 25 tool SW 5. A.m.. s.M•1e001 Plantma.. snw r . , 1 I 2 3 I 4 I' , t , , , , I i "►►►", t \ \ \ N • •\ - ^^ i/ , , ( % ,4 , \t • \t \` \ COIR IN TRENCH I. ; „� - �_i ( , r \ t \ \ \ \ \ \ eiN STAKED 1 ON CENTER a ^ ^ ? � ` `\ `\ • ` \\ :N.,....: `1..r� \. :� \\ ■ \\ ■ REMOVE VEGETATION FROM \ \\, J . y ii...i...........,.i..N...� %Iv — iit.�.ii.�.r. .. •• '.- -c""`` ' - . '` 0 `� \ \ CHANNEL BETWEEN CULVERT ♦4 4 4 414 4 4144 4 44 4 4 4 4 4 • 4 4 4 414 4 414✓ 44 444 44444 / 441.44414.144141444.4441144144 - .\ \may • ` ` .. \ \ • • t \\t f� ■ 1 ►f4 • 444+ 44444444444444 .44444444444444444444444444 4444444444444444444444444444441 \ \ '+ ♦ 44 444444 4 14444144444144444444411 /114N I �` ♦ `d ` `� \ \ ` ` ` t \ ` 1 4 ► 4 4 4 4 4 4 4 4 04 4•4 4 4 4 4 4 4 4 4 4 4 f 4 4 4 4 4 4 4 4 4 / 4 4 4 4 4 4 4 4 4 4� •04 - 4 - \ : • �`\ • \ 1 \ t \ OVER LAP 18 " BANK .4141444414144441114 ✓4444.444444444444♦ ♦\ � • 1 44114111 41144111114111111414111 -4 .t -sY' ` \ ` • ♦ • \ ` t (`- FABRIC ON TOP - • ► ♦41111 111411411411114114141144141111\ '' ` �• ♦ ` �w A\ \. t \ _ _ � 4444444444444444444444444444444444444 1 ` \\ \` ♦ ` \ � ` ♦\ ♦ \\ • etit \ j\ \�\ - - �,'.. STAKE 1 ON CENTER 14 4 4 1 ► 44 4 4 4 4 4 4 4 4 4 4 ► 4 4 4 4 4 4 4 4 4 . C \ \ \ \ \t •► 4 4 4 4 4 4 4 4 4 4444444444444444444444 444444444444444444444444444441 os \ e ♦ \ \ 11 +� i ) I ♦- -^ ` ..\ \ \ ■ \ � c ' o � \ ` \ ` \ ` \ \ ` + , , --"•?... r44�r1414�4y1 moo :- -........... ♦ ♦ @ \ •♦\��\�.. �. 'l t \ \ 14 44444 4444444444 44444444444444444444!• ° " , .\ r/ ' �♦ %0 'AV S ( f , ∎4�4�4 4 4 4 4 4.... 4 4 ^�4� 4 4 � 4 " 4 � 4 � 4 � 1 � 1 � 4 � 4 2 4 � 1122 *1 � ` \ ! ` ` `,� °�� ■.., t , f 4114414 K 1 4 • • _ • \ ! \ \ • ■ �!, . - -k • \ \\ \ 1 4411111 444444444444 \ \ \, a� \ \ \ \ \t ( 1 • \\ \ ,. 414 44444 4144141441441144441144441144441 \ \ al. \ •.... / \ \ \ \\ \ V ( ? 4 4 4 4 4 4 4 4 4 4 4 4 i 4 i 4 4 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 4 4 4 • ♦\ ``♦ \ \\ • \ ` 'i,i�`i �\ t \ \ \ t \ \ I j • * 4 • 4 4 4 4 4 4 4 4 4 4 4 4 > 4 4 4 4 1 4 4 4 4 4 ^ j 4 4 4 4 4 4 4 4 1 • • • ` \ \�'^�..,, 1 "\ t \ \\ \ I 14444444 444444444444444444444444444444 ♦ ♦ ♦ • .\ ` a O� td ♦ ♦ ' \ ` \ \ \ \‘‘ I / , ! 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 4 4 4 4 1 4 . 1 \ �� ' l\n \ \ \ f 4 .44.444 44414444444444444444444444444. \ ` - • • ! \♦ ♦ ‘. `` ^ � �, `\ % \\ \ • \ \ \ I 1 4 1 4 4 4 4 4 4 • \ ( 144+41 P4♦1•` 4't114(`44•`r1t4141r411'a41f / • \\ ♦♦ ` ` ♦♦ \♦ \` \\ \\ • \ L !!Ot ` \t, • \` \\ . \� \ \ \\ j I t4 �4�1 t4:4 t4 �4� 4,4t:SV4t4�4t4t4t1±•.t;V4t:t.3 t. t4�4 .t4± • \w \\ • • ` \ \ \ ` . . . `\ \\ 1 : 11i t�t\\\� �'� `\ ■ \t • t \\ \\\ I am. \\ \`. y,\ \\ \ ` N �i11�Ot „S t\ \`t \\ \ \\ : •'♦ \ \ \ ` � \ \ \ \ e \ ` \ *; \ ,‘• \`\ \ ‘••••• REMOVE VEGETATION FROM i \ . _ \ /I \ ,..\ • \;\ , ° �!_\01� 1% \` ``\ \ \\ \ \\ - CHANNEL BETWEEN CULVERT � r •\ • • \\ ♦ \ \ �� \�� \ ` \ `\ \� \`\ • _ ^ - _ _ _ OUTFACES . • errE • \ �V yp. f \��\ ( i \ \ \ \ \ ` \ ` \ ' \ \ \ \� �[ �. \ \ w \ - -v t / , SECTION DIAGONALLY CUT 2X4 • EXISTING GABION . \\ ,� `; ; , , BEGINNING '\ STAKING DETAI ii N s B DO NOT DISTURB 1 • \ \ \ \ • \ OF MEANDER D-02 BASKETS TO REMAIN � . _ \ ` " t \ \ c , � . : • END BANK TREATMENT STA: 5/t80 ` ♦ „ ` \ � �, ` \ 150 '- \ t.� 'y \� � • ` \`.\ • \`\ \ . ,+`� LL'' 4 \ '\ c EROSION CONTROL SEEDING \♦ • \, \ \ � \ .\ \ \ ` \�;`' - f BANK LOTION PRIOR TO � ,�- ♦ '` . t •;`\'. ■ JANUARY 2008 /. • - _... \♦ \ t ,♦` \ . . `\ \;\ %---------” '� 6- 7NGH- INCH _`t�� 0 EMI \\ \ \ \\ `t \ \ \\ `` .`\ \ \� \` �, -77 �� EL 741 TQ TOP y ,,4t! �„� ,�.-s \ \ , � \♦ ' / / r / al EXISTING 10' WIDE O ` \ \\ \ 1 ( ` �`� \ \ \ \♦`� ♦ . �- 7 � //� �• I ASPHALT PATH F INSTALL BANK PROTECTION 0 ♦ ♦ � . o \\ � \ \ ` `��• 140 .~ .. ' —.- -- ! 4��y -0 _.___ U LENGTH = 75 FEET 1-4:1 • \\ !�\\ • \♦ \` \\ ` . KEY TOE - 2' MIN 1 ��• s�. ` • ♦ • \ \ r ♦ ? \` ` \ \. \ .�'i. � SANITARY SEWER Z • % Ln • ` . ° \ ` ` �W`. I APPROXIMATE LOCATION 0 7 \\ \ \ ` . \ . ^ - OF 'BANK FOLLOWING _... 0 2008 EVENT ` .\ \ \. \ o \ t \ ... \ \` • ` \\ c ` \ \\ I I FlL r BLANKET. Ce \ \ • ` A ` � \ \ • \ ; CLASS 200 ANGULAR 6' TNCK I 0 \ \ ` . \ \ • 4 • i . • \ ♦ .` ` \ BASALT MIXED "" \• • `: \ ` . • \ \\41 ; TOPSOIL, 2' DEFTN I f" \ \ \ \ . \ N.',...1, \,,\ ( `. \` \ ♦ • • • 130 i.._ ._ __.. - 4 �_._. — .� O BEGIN BANK TREATMENT \ `\ \ `\ \ `` \ • • ` ♦ \ . ` . 0 +00 0+10 0 +20 0+30 0+40 0 +60 \ STA: 50 +85 • • • • \ • \ \ a TYPICAL CROSS SECTION AT ERODED BANK A Ei PLAN — BANK REPAIR UPSTREAM OF MEANDER G -„ W a 5 0 5 10 20 in 1 0 LO rn 8 PROJECT MANAGER A. CONNORS DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS • DESIGNED J. BENNETT _ PROJECT NUMBER 6200 BANK REPAIR UPSTREAM � e. T� DESIGNED R. MORRISON O F MEANDER 1 La DESIGNED T. MORGAN _ �rf SPOT TREATMENT IV r DRAWN BY S. KUHNS _ H �1 T L ° "hns'"eB " ^ %' ^� CHECKED BY M. GARELLO _ l . �l l'1 V \/�17e� Ser FILENAME 55700_4- 71.DWG SH % \J a 1 YY a C -11 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 SCALE AS NOTED 15 OF 25 toot Sw Sin 4.. "w. Sulr, t800 � aanlan�, °RgfW 1 I 2 I 3 I 4 CLASS 200 RIPRAP (SHADED) SPANS WIDTH OF STREAM AND IS ENBEDED INTO ' EMBANKMENT. FILL GAPS WITH CLASS 50 RIPRAP. ACTUAL NUMBER OF ROCKS TO SPAN STREAM VARIES BY LOCATION. PLACE CLASS 50 RIPRAP © BEHIND CREST STONES FOR W_2 CLASS 50 RIPRAP REINFORCEMENT MINIMIZE GAPS. SPANS STREAM BOTTOM US r TOE OF SLOPE, TYP 1 �I: © C Vii, 1 • - ,' STREAM BANK I _, ,. `� ,.-..,,,,... A.. uan FLOW 4 w # r j -- - w 1 , A p RIFFE THICKNESS 25 AT CREST .t CLASS 200 RIPRAP SPANS WIDTH Of 1 0 STREAM LLL GAPS WITH CLASS 50 RIPRAP. EMBANKMENT. �� I � . .. PLACE CLASS 50 RIPRAP � � , i TO DOWNSTREAM LUM!T OF NEWBURY RIFFLE ••` A- O 0 _ 0 Q b =oil LENGTH EXCAVATE BOTTOM TO PLACE ROCK AT FINISHED GRADE AND INCLUDE 6• THICK FILTER BLANKET . PLAN VIEW CROSS SECTION VIEW NTS C -09 NTS D 01 B 2/3 LENGTH 1/3 LENGTH PACK RIPRAP TIGHTLY TO FORM LEAVE SLOPE SMOOTH SLOPE ROUGH 0 FLOW - 0 US 1C:7 '411p_ r I Z r�� ♦ � ' � 1 © 0 NEWBURY RIFFLE SCHEDULE TIE FILTER BLANKET �>♦' ��• V INTO STING GRADE r w .t':� EXISTING GRAD EXI ce ID STATION LOCATION AO 0 © © © WIDTH -1 WIDTH -2 LENGTH US SLOPE DS SLOPE . Oro, .� � , N 01 42 +90 NORTHING 649894.63 649890.99 649896.37 649884.79 649858.34 16' US 19' 46' 1V:4H 1V:40H ' . �� 5 �0�� Z EASTING 7618967.60 7618970.18 7618977.40 7618961.87 7618985.85 18.5' 05 0 ELEVATION 134.88 135.90 (FG) 136.90 (FG) 136.90 (FG) 134.70 TIE FILTER BLANKET 02 41+00 NORTHING 649718.22 649714.49 649709.45 649718.72 649685.79 10' US 17.5' 34' 1V:4H 1V:30H EXCAVATE AT NO INTO EXISTING GRADE 0 PLACE ROCK AT FlNIS FASTING 7619010.99 7619008.66 7619016.67 7619001.94 7618993.36 17,5. pS GRADE AND INCLUDE 6. re ELEVATION 134.06 135.10 (FG) 136.10 (FG) 136.10 (PG) 133.90 THICK FILTER BLANKET 0 03 2+00 NORTHING 648970.24 648968.60 648977.89 648950.07 648963.60 15' US 31' 14' 1V:4H 1V:10H LL EASTING 7619764.17 7619767.20 7619771.78 7619758.11 7619776.50 17' DS •• ELEVATION 136.00 137.00 (FG) 138.00 (FG) 138.00 (FG) 135.68 0 04 1+45 NORTHING 648950.37 648947.86 648951.02 648944.70 648939.98 11' US 14' 15' 1V:4H 1V:10H Z EASTING 7619816.74 7619818.25 7619824.57 7619811.92 7619827.97 6' DS • ELEVATION 134.49 135.10 (FG) 136.10 (FG) 136.10 (FG) 134.07 Z PROFILE VIEW B 0 0. NTS D - UJ UJ w CI 0 g In 3 a) PROJECT MANAGER A. CONNORS DESIGNED S. CONE FANNO CREEK IMPROVEMENTS • DESIGNED J. BENNETT PROJECT NUMBER 6200 NEWBURY RIFFLE DETAILS T _ DESIGNED R. MORRISON '`\ a 1 ♦ DESIGNED T. MORGAN • g DRAWN BY S. KUHNS L HER Engineering. Inc. CHECKED BY M. GARELLO FILENAME 55700_D- D1.DWG SHEET CleanWater Services D -01 1001 SW Rh n.. Suite ieoola.,ei.w. OR 9720e ISSUE DATE DESCRIPTION HDR PROJECT # 55700 r"------ SCALE NOTED 16 OF 25 1 I 2 3 I 4 NOTFS: 1. BRACE EXPOSED LARGE STREAM q BOULDER AGAINST EMBEDDED WAS FLOW - % 18" MIN L MIN ARGE STREAM BOULDER. LARGE STREAM 3/8 INCH STAINLESS BOULDER, SEE NOTE 1 CABLE CAE WATER 2. ORIENT FOOTER ROCK WITH LONG 5 FLOW • AXIS IN DIRECTION OF FLOW. 0 EMBED IN STREAM BED. n REMOVE BARK FROM / - ((( !` CABLE AREA PRIOR j/ \ \ LARGE STREAM BOULDERS TO TIGHTENING z LARGE FLAT ROCKS ON TOP OF ...,,..,,,,,...: • ' I 11 �, BURIED LOEND, FIVE ROCKS MIN. j Y " / \ � Jam, ` \ � \ }' } - I' `\ \ �� SCOUR HOLE, 2' DEEP BY 50' LONG '< < ?� T E NSION DURING I �� PULLING PAC ID �. K VO SPACES . PAC NID SOIL ,,, w , 20• COIR 700 FABRIC STAKED AS SHOWN IN LARGE STREAM o '0 STAKING PLAN. OVERLAP SHEETS 18". COVER DISTURBED SO APPROX 30' X 20'. 3 STAINLESS STEEL n SEE STAKING DETAIL BOULDER, SEE NOTE 2 U -BOLT CLAMPS, 4 INCHES 1 N ON CENTER SPACING C -11 LARGE STREAM BOULDER DETAIL m 0 _ CABLE DETAIL TOP OF BANK ' WITH 20 FEET INCLUDING EXPOSED ROOTWAD AND BURIED BOTFOMIN �10 0, NTS ^ NTS .. TWO RTWAD LOGS 40' LONG, 1 FEET BANK BENCH BREAK LINE O ROOT WAD LOG J -HOOKS Two ROOTWAD LOGS WITH ROOTNADS - CABLED TO ROOTAWD LOG EMBEDDED MEANDER SCHEDULE IN BANK, SEE CABLE DETAIL ID STATION LOCATION DA OB - © OD 01 50 +00 NORTHING 650026.05 650038.77 650039.49 650033.37 /. EASTING 7618905.29 7618911.81 7618915.76 7618921.88 Q it ,/' ELEVATION 137.5 135.5 136.0 139.5 02 48 +20 NORTHING 650026.05 650038.77 650039.49 650033.37 ' -' ihr P EASTING 7618905.29 7618911.81 7618915.76 7618921.88 ELEVATION 137.5 135.5 136.0 139.5 03 46 +80 NORTHING 650318.38 650305.85 650301.72 650299.14 L EASTING 7618831.08 7618823.35 7618824.66 7618833.15 ELEVATION 136.5 134.5 135.0 138.5 04 44 +48 NORTHING 650135.44 650136.42 650139.67 650148.09 EASING 7618788.15 7618771.85 7618769.13 7618772.24 ELEVATION 136.5 134.5 135.0 138.5 05 26 +53 NORTHING 649100.48 649113.73 649115.56 649110.93 B EASTING 7619416.96 7619420.87 7619425.10 7619432.76 ELEVATION 134.3 132.3 132.8 136.3 PLAN VIEW, TYP. , 06 23 +22 NORTHING 649009.27 649015.79 649013.93 649005.39 NTS C -01 FASTING 7619689.24 7619677.72 7619673.14 7619671.36 ELEVATION 132.5 130.5 131.0 134.5 TOP OF BANK \\Vt \t . \��\tt � �\�\��Itt \�\�t\�� \�� TOP OF BANK \\ V- OHW NS\ TOP OF BANK \ < \ \ \, 0 BURRIED ROOTWAD LOG; \ LARGE STREAM BOULDER , ti 1 :"1 , j \� 1 .. 1 <' COIR 700 FABRIC V S ',� \\ INSTALL LOGS SO ROOTWAD FLUSH 1 /:: \ s J7 IS / l ti ® C, , !\ �\', AL T O 2 8ABOVE LOG BOTTOM .r' Ce / LOW FLOW WSE c' O J S� n 0 1 �\ �- i y - Cn ' / t Z 5 -7R � k I �� '/\ /‘ � O 2 � 1 ) , S BURRIED ROOTWAD LOG 0 WATER FLOW 0 \, / �T\ ' \ '`. \ / \ N �' ' \ � _,,' \. � /\ N> .> . ROOTWAD LOGS - � ^ ` LL IX `�� V , .O: v 4. i WATER FLOW � H \. \ \ • e* ,ice / ' \ 0 SOIL ANCHOR - �." POOL (SCOUR HOLE):. � 1 LARGE STREAM BOULDERS ,� i. r '\ Z LARGE FLAT ROCK v v , ^\ �� w VA LARGE FLAT ROCKS TO SECURE (' o B ROOTWAD LOGS, FIVE MINIMUM 4 R. POOL (SCOUR HOLE) ROOTWAD LOGS, BURY ENDS W 9 6" INTO SOIL 0 Lg PROFILE VIEW CROSS SECTION VIEW o i NTS D -02 NTS PROJECT MANAGER A. CONNORS DESIGNED S. CLINE FANNO CREEK IMPROVEMENTS DESIGNED J. BENNETT PROJECT NUMBER 6200 ROOT WAD LOG J -HOOK DETAILS ^`J DESIGNED R. MORRISON FOR THE MEANDER n ` DESIGNED T. MORGAN �1 • 4 DRAWN BY S. KUHNS S HD Engineering, me C BY M. GARELLO Services SHEET ean S erv i ces Fl ENAME 55700_D-02.DWG D -02 ISSUE DATE DESCRIPTION HDR PROJECT # 55700 - SCALE AS NOTED 17 OF 25 1001 SW SW Avene.. SeDe 1900 I Panl.nq OR 97254 2 I 3 I 4 1 BMP MATRIX FOR CONSTRUCTION PHASES EROSION AND SEDIMENT CONTROL PLANS REFER TO DEO GUIDANCE MANUAL FOR COMPREHENSIVE LIST OF THE PERMfTEE IS REQUIRED TO MEET ALL THE CONDITIONS Of THE 1200C PERMIT. THIS ESCP AND AVAILABLE BAIIP'S. GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACIIJTATE COMPLIANCE WITH THE 1200C PERMIT - ATTENTION EXCAVATORS DEVELOPER REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS CUSS UTIJI STREET FINAL WET WEATHER CLEAN WATER SERVICES. MANIC REQUIREMENTS OF THIS PLAN. CIMARINC GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 - MAY 31ST) OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ME CONTACT: PETER GUILLOZET E'EN PREVENT. . SET FORTH N OAR 952- 001 -0010 THROUGH OAR 952- 001 -0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE 2550 SW HILLSBORO HIGHWAY ,■ERAW NNW/ NiQWON z x NM WA R . CENTER BY CALUNG 503- 232 -1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU HILLSBORO OR 97123 -9379 STANDARD EROSION AND SEDIMENT MONO CPO N x WA N, 7 MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING NG AN EXCAVATION. CALL 503- 246 -6699. AC,P9lKAWa6 WA N/A PHONE 503- 681 -4425 FAX 553 -651 -4438 CONTROL PLAN DRAWING NOTES: SN TRa. L,.■ A WA "^ ' OS CO x x N/A N/A R X Nr. N Location Map PLANNING / ENG/VEERING / 1 . APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED AREAS AS GRADING ■N [R MI A WA x PROGRESSES. (SCH A.5.6.9.6.) shot ,F160RWY/ PENMEN s E C S.b.a.fi.) W N/A A WA C SURVEYING FIRM 2. CONSTRUCTION ACTMTIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 ROWE ROW COMM THROUGH MAY 31 EACH YEAR. (SCH 0.7.a.i.) 9.1100 HNC/ (PaPNEP.1 i I N/A N/A R S G RO 3. WRING WET WEATHER PERIODS TEMPORARY STABIUZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK SEONENI FENCE (MEMO x S WA N/A A A I EN GINEERING DA Y IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS. (SCH A7. 10E ,� PORTLAND � L E SOEN x ' WA wA WA rV. ili mai m ,URNS n w itcTi D I o TN T , L HDR ENGINEERING. INC. • OF 4 . ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORK MUST BE INSTALLED PRIOR TO ANY LAND ANnPROKCRON WA N/A WA WA X rUNA )( D5TURBCE. (SCH A7.c.li.) A.Amwc x N/A N. N V , AVERTON -- AIRPORT COTCT: SHANE CONE 5. PRESERVE EXISTING VEGETATION N D RE- VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR �°E'"'"'P w" x° F. 1001 SW 5TH AVENUE SUITE 1800 W WA A // CONSTRUCTION (SCH0.1.cu1.1) NY • - PORTLAND, OR 97204 -1134 Run CONTROL 4f e F 5: -3100 :: . L TMORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATN OR OTHER PERMANENT x R N / A • S.E A: -423 -3 503- 423 -3737 SON RO• L POWEL • FA: COVERING OF EXPOSED SOIL 6 ESTABLISHED. (SCH AIMED ON nE PUP 50K N WA N/A 7 7. SEDIMENT CONTROLS MAST BE INSTALLED AND UNTRAINED ON ALL DOW GRADIENT SIDES OF 7HE CONSTRUCTION SITE w, NOW. NOW. . wN x WA WA x x PORTL SURVEYING FIRM A7 ALL TIMES DURING CONSTRUCT ON. (SCH A7.d.i.(T)) R Ao "xc N NAPA W A �' B ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING O R N/A NA RON PHONE: BUSH 503 - 3 EN G 29 - INEE8 2 RING 65 A SURVEYING CONSTRUCTION. (SCH A.7/11(2)) 2)) 1 PauNl■x Pcvoi NA N/A CONTACT: RON BUSH 9. WATER -TIGHT 'rims CK5 MUST BE USED TO TRANSPORT SATURATED SOLS FROM THE CONSTRUCTION SITE. AN APPROVED • NgUr WWI [ N I WA Y A x II W 16151 SE BLUFF ROAD EQUIVALENT IS TO DRAIN THE SOIL ON -SITE AT A DESIONATED LOCATION USING APPROPRIATE BMPs; SOIL MUST BE lNz ■ESE Ns WA : x/A /A N A ; \ :::t (21 SAVOY, OR 97D55 DRNNEO SUFFICIENTLY FOR MINIMAL SPILLAGE. (SCH /4.7.69.3) sru /OF ax x z A WA A A PROJECT SITE r 10. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES MUST OCCUR AT THE END OF EACH WORK DAY OR °NaE>E .VaaNr M. "/" A WA N/A a WA NA - 1 OTHER BMP's MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO SURFACE WATERS. (SCH A7.e.FU2.) � A 11. DEVELOP AND MAINTAIN ONSITE A WRITTEN SPICE PREVENTION AND RESPONSE PROCEDURE (SCH A7.eAN3) SCROLLS FERRY RD. TIGARD -A S 12. ANY USE OF TOXIC OR OTHER HAZARDOUS MAIERMLS MUST INCLUDE PROPER STORAGE, APPLICA7ION, AND DISPOSAL. 44 SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING $iURBING ACTIVITY. • �• � NARRATIVE DESCRIPTIONS (SCH A7.e.61.(2)) KING CITY • 13. THE PERMIT MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE, USED OILS, CONTAMINATED SOILS, rat � CONCRETE WASTE. SMEARY WASTE, UQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING RATIONALE STATEMENT + Q EXISTING SITE CONDRiONS CONSTRUCTION. (SCH A7.e.i.1 AND SCH A7.e.iA.4) CU _ �' P Qp ! 14. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DES's GUIDANCE MANUAL HAS �I' CHANNELIZED CREEK WITH SEVERAL FALLING BANKS BACK ON THE SITE AND ED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FROM CAUSING BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT FOUND AND PREVENTED FROM CAUSING A REOCCURRENCE OF THE DISCHARGED WITHIN THE SAME 24 HOURS. ANY CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR D EVELOPED CONDITIONS 01- STREAM C LEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DMSION OF STATE LANDS ^ - N REWIRED TINE FRAME. (SCH A.7.1.11) 5. TO THE SITE, ABS OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC AN � R EALIGN CHANNEL AND REPAIR FAILING BANKS 1 SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WAIERBODIES THIS PROJECT BASED 014 SPECIFIC SITE COND TI0N5, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBLITY OR DRY PLAN, ACTION PLAN WILL BE SUBMITTED. • \- * SWEEPING MUST BE USED 70 DEAN UP RELEASED SEDIMENTS. (SCH A.7.Ii.2) 99 TUALATIN TUA1ArN ® NATURE MTS OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 16. THE APPLICATION RATE OF FERTNZERS USED TO REESTABLISH VEGETATION MUST FOLLOW TH E MANUFACTURER'S INITIAL �y / FE COMMENDATIONS. NUTRIENT RTILIZERSSHO LD BEUSED AND CARE FROM R T T SURFACE S MINIMIZED. IM SHOULD EN IN THE APPLICATION OFFERTILIZERSWITHNANY WATER E'�S' SITE INSPECTOR CONSTRUCTION TO REAIJGN CHANNEL (JUNE 1 -SENT 15) WAY RIPARIAN ZONE. (SCH A7.f.i.3.) COMPANY /AGENCY: BRYON THISTLE !I �� P • COMPLETE GRADING AND SEEDING 8Y: SEPT 15 17. SEOIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS REACHED A HEIGHT OF 1 THE HEIGHT OF 503 - 3659 •e'c' � j• �� • C OMPLETE BRIDGE AND TRAIL (AUG - NOV) T FENCE ABOVE THE GROUND, AND BEFORE FENCE REMOVAL (SCH A7.1.F1.1.) PHONE 503 681 - 4438 SHERWOOD _ 18. SEOHENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS WHEN IT Ii4S REACHED A HEIGHT OF FAX: ' THISTL 44 ANWATERSERVICES.ORG B • r • �_ •° TWO (2) INCHES ABS BEFORE BMP REMOVAL (SCH A.715.2.) E - MALL' 4 YEARS AS AN EROSION CONTROL 19. CLEANING OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED DESCRIPTION OF EXPERIENCE: _ TOTAL SITE AREA = 47 BY FIFTY (50) PERCENT, AND AT COMPLETION OF PROJECT. (SCH A.715.3.) INSPECTOR. CESCL (CERTIFIED EROSION PROPERLY DESCRI 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP MUST OCCUR WHEN THE SEDIMENT INSPECTOR. IFAD) TRAINFD 1/16/08 WITHIN CITY OF TIGARD PROPERTY, TAX LOTS # 2S102DA00401, TOTAL DISTURBED AREA = 244,000 SF = 5.6 ACRES RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT, AND AT COMPLETION OF PROJECT. (SCH 25102DB00500, 2S102AD03000, 2S102AC00204, AND A7.FNSk4) • CTION a iY: ■ 25102AC00203 AND PRIVATELY HELD TAX LOTS RE CEIVING WATER BODIES: 21. DEO MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL. PLAN THAT MAY BE NECESSARY TO TREAT V ic i nity Map 25102A000100. COO200, NORTH C01101, AND LOCATE CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND TURBIDITY IN ER RUNOFF. (SCH A.7.1.18.) .) 25102A000700. LOCATED IN THE NORTHEAST 1/4 OF SECTION FANNO CREEK 22. SHOULD AL CONSTRUCTOR ACTMTIES CEASE FOR THIRTY (30) D1Y5 OR MORE, RE, THE THE ENTIRE SITE MUST BE SITE CONDITION MINIMUM FREQUENCY 2, TOWNSHIP 2 SOUTH. RANGE 1 WEST, WILLAMETTE MERIDIAN. TEMPORARILY STABIUZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM WASHINGTON COUNTY, OREGON (SCH AB.a.) 1. ACTIVE PERIOD SNOWBELT, IS OCCURRING. MUST BE KEPT ON SIT • r x l r ..N „ 23. SHOULD CONSTRUCTION SITE, TEMPORARY POR RY S CEASE STABILIZATION IO FIFTEEN EUIRED FOR THAT PORTION OF THE SITE EAWI PORTION STRAW COMPOST, 2. PRIOR TO THE SITE B OR AQUg Try WON /SNG NECESSARY MAINTENANCE AND REPAIR • L_. / r_ ♦ �-- -r i' /� 1` 1,' I . ,� .'` OR OTHER TACKIFIED COVERING THATT WILL PREVENT SOIL OR WIND EROSION UNTIL ON THAT PORTION IN ANTICIPATION Of SITE INACCESSIBILITY MUST BE MADE PRIOR TO LEAVING THE SITE. J , r _- ___ __� A ; .___.._ I OF THE SITE. (SCH A.81.) 1 + � l � -- N :V7 1 1 • \ N / �/ ` fit.. "" 3. INACTIVE PRIOR GREATER THAN SEWN (7) ( ) Z / t _ 5 IA ' "•V'•- _. 1 E� "AA Y ; I V i N t . *y \ CONSECUTIVE CALENDAR DAYS. ONCE my TWO 2 WEEKS. O I / �= � 1 7y + ,' "a' \ � 4 . PERIODS DURING WHOM THE SITE F PTHOTCA NSPECTONS MUST OCCUR ITALY AT A RELEVANT r Q ., z: , ..:L ;I , 3 ) T E e < .C..:•.;/7.&.. � INACCESSIBLE DUE TO INCLEMENT WEATHER. AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. LOCAL AGENCY - SPECIFIC EROSION LOCATION. V - - N) "� T __ - '� CONTROL NOTES: .4 -: 1,, , 5 `1 , , i n E - \ ��\' HOLD A PRE -CON MEETING Of PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR. re 1 ((( 1' ^ � � i � \ 1. OWNER DESIGNATED PERSON S . OR NERSN HHALL BE RESPONSIBLE FOR PROPER ST L INSTALLATION AND MAINTENANCE OF ALL ALL INSPECTORS MUST BE MADE IN ACCORDANCE WITH DEQ 12000 PERMIT REQUIREMENTS. I 1 F� / I I i .M. ''a :' U) 1 i ∎ %, I i - 'i- A O /.` s EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CLEARL • A 1 -� / r 1 ` y J_ ' 2. PRIOR TO ANY LAND DISTURBING ACTMTIES, THE BOUNDARIES OF THE CLEARING UNITS SHALL BE CLEARLY DELINEATED INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEO'S 12000 PERMIT REWIRDAENTS. Z I � 1 \ II� t.------ ��..„„- ' A , I I 1 I (r' ." µ � 0 /; / IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING UNITS. ` �'+,.: �,,,,,7114_ A 1 ��' • N r % i • A _ \ / TH OWNER/PERMITfEE MUST MAINTAIN THE DEUNEATION FOR THE DURATON OF THE PROJECT. CHANGES TO THE APPROVED ESC PUN MUST BE SUBMITTED TO DES IN THE FORM OF MI ACTION PLAN. U F A ._!IR•. _ i 1■, � A ..._.. T � I rI 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION %R..i 1� . i_ % /A`- EL - i ENTRANCE AND IN PROTECTION. THESE BMP's MUST BE MAINTAINED TOR THE DURATION OF THE PROJECT. re ' l r�r �, r ,,,,.•;. j' j _ 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND SHEET INDEX 0 r'7 r r ' �y r/T' �:� N s .. P I 11. N •�!' - - • " _ 3 - 5. ALL P '' PERCENTAGES OF SEED IN THE MIX MUST BE IDENTFIED ON THE PUNS. U. ‘..t 1 , 1 �'.I 1 1^ - `J tE ,.� N+_.''i >_ �4�;�` . [�,, PUMPING OF SEDIMENT LADEN WATER SHALL BE DINGED OVER AN UNDISTURBED, PREFERABLY VEGETATED f •, 71 !, //.'4:� AREA, AS T HROUGH A SEDIMENT CONTROL BMP i.e. FILTER BAG). 1- s("' ` :1, ., ; , , 6. THE ESC PL ( ). EROSION AND SEDIMENT CONTROL PLANS J� I 4 AN SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO 0 ST SOIL CLASSIFICATION: �' : ` i l `�iA \ •N 5 � " . 1 ' 0 . ` A� � ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR Z I N + N7 w r J I ' A V e _�/ ;,�!g ; ; ■ -' T , ✓ • 4 _ , , ,, ; ` I PR FANNO CT LOCATI OTHER PROPERTIES. 20 of 26 EROSION & SEDIMENT CONTROL TITLE 22 HUBERLY SILT LOAM • f SHEET R 1 Aloha silt learn ��,, A, - // I Al • . 1 CREEK FROM SW WAN STREET TO 7. THE ESC MEASURES SHOWN ON THIS PUN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING 21 of 26 PHASE I MEANDER EROSION & SEDIMENT CONTROL PLAN (NO DEWATERING 22 HUBERLY SILT LOAM y As I / 1 1 ` -�c r ` ^ 1 j : I 7 , i' 6 ms ` s 'I i „ 1 ,, ,3 A LVD. (TIGARD) THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE ( ) Z 30 MCBEE SILTY CLAY LOAM LATITUDE = 45.4273 LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CH , 1 ;I E} - - _ .-� .. A r , i _, -, /. �- ANGES TO THE APPROVED ESC PLAN MUST BE 22 of 26 PHASE II MEANDER TRAIL & BRIDGE EROSION & SEDIMENT CONTROL PLAN (9 ` �, �h / _ Y 1 ' 1 .,.. %,r` I LONGITUDE = - 122.7711 SUBMITTED IN THE FORM OF AN ACTON PLAN TO DEO PER THE 1200C PERMIT. FII 378 • OUATAMA LOAM, 3 TO 7 PERCENT SLOPES' T' - A _ 0 37C 'OUATAMA LOAM. 7 TO 12 PERCENT SLOPES" 1i � `•i �, M _` r / I l J �' r A - ) WHICH MAY INCLUDE THE APPLCATION OF 23 of 26 SPOT TREATMENT yT EROSION & SEDIMENT„ CONTROL PLAN W R ^ ...... _' V / ..A / "' / - � . -' /' B. IN AREAS SUBJECT TO WIND EROSION. APPROPRIATE BMP's MUST UE USED WH SIT DESCRI 370 "OUATAMA LOAM, 12 TO 20 PERCENT SLOPES' < � <=�.- / / / �� ' PTIOI� FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 9 42 vERB00RT SILTY CLAY LOAN _ 'r y ,-, 1/ r; -- A , 24 o f 26 S TREATMENT 2 EROSION & SEDIMENT CONTROL PLAN PROJECT AREA LOCATED ENTIRELY IN 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. # 0 III F 'i - - ' ,/ \ /' TDB -YEAR FLOODPLNN AND CLEAN WATER o I I • SERVICE'S SENSITIVE AREAS AND BUFFERS 25 of 26 EROSION & CONTROL DETAILS z ON -SITE SOILS HAVE MODERATE EROSION POTENTIAL I I SERVICE'S _ ^ i. 1 , /: _ l s � o EXCESS MATERIALS ARE TO BE HAULED OFF C) PROJECT MANAGER A. CONNORS FAN NO CREEK IMPROVEMENTS DESIGNED S. CLIN T DESIGNED J. BENNETT PROJECT NUMBER 6200 EROSION & SEDIMENT CONTROL ■ DESIGNED R. MORRISON ��/ TITLE SHEET a • 1 Ll DESIGNED T. MORGAN ^' DRAWN BY S. KUHNS 8 Non Engineering. Inc, • CHECKED BY M. GARELLO CleanWater Services FILENAME 55700_E- o1.DWG SHEET E-01 ISSUE DATE DESCRIPTION HDR PROJECT # 49360 SCALE AS NOTED 20 OF 25 ,Om sw sm A...�w. sm,• ,APP I rom.na on 9R W