Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (7)
Bt- P2012 - 00150 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT ORCHARD SUPPLY HARDWARE - - h0� 21201 � evil% PREPARED FOR: m ORCHARD SUPPY HARDWARE W CONDITIONS CSF APPROVAL SET � 0 z U. TUL AnN Vq�FY HWy BEAVERTON—HILLSDAY HWY. SW CASCADE AVE TO .. ai PORTLAND SW DAVIS RDx m _.,..... ` TI p TIGARD ! /f / c ".. z GARDEN 8 HOME�RD /10 ;u �� PRO � �' o tis° � ��5 ���I��F�s/off • SW BROCKMAN Rd x p1. m Q 65433 f s ORCHARD SUPPLY OREGON HARDWARE ` . °�r 09,'�°° �• - , � F�/N s, �v SC oU� EXPIRES:12/31P2 • � ROJECT - P LOCATION r W SITE MAP VICINITY MAP y Z SCALE: 1" = 100' SCALE: NTS u = �,�.,� La La_ Z z W0 _ c� hr VERTICAL DATUM W 00 ELEVATION DATUM: NGVD 27 a BENCHMARK: WASHINGTON COUNTY BENCHMARK #331 - METAL DISK STAMPED "NO 69 RESET 1968" iNDEX /�''"yLOCATION: SET IN 12 INCH SQUARE CONCRETE AT MOST NORTHERLY OF SHEETS � NORTHEAST CORNER OF THE SPRR CROSSING AND S.W. SCHOLLS 6 0 FERRY ROAD (STATE HIGHWAY 210) JUST SOUTHWEST OF THE CAa0 COVER SHEET — SCHOLLS FERRY-217 INTERCHANGE. 63 FEET WESTERLY AT RIGHT < 1- ANGLES TO MOST WESTERLY CURB 40 FEET AT RIGHT ANGLES OF IN C'0.0 EXISTING CONDITIONS A NORTHEASTERLY DIRECTION OF THE CENTERLINE OF THE TRACKS. C1.0 SITE PLAN 27 FEET S 36' W OF POWER POLE #5627 , C20 GRADING AND EROSION CONTROL r' ELEVATION: 194.536 FEETf`,3.0 STORM PLAN m C4.0 EROSION CONTROL DETAILS C4.1 EROSION CONTROL AND SITE DETAILS a SITE INFORMATION C4.2 SITE DETAILS � BLOCK BOUNDED BY SW SCHOLLS FERRY ROAD AND SW C4.3 STORM DETAILS CASCADE AVE., TAX LOT 001200 L1»0 PLANTING PLAN L2.0 IRRIGATION PLAN LATITUDE: 45'26'56"N LONGITUDE: 122'47'07"W L3.0 PLANTING DETAILS d LOCATED IN THE SE 1/4 OF SECTION 27 AND THE SW L3.1 IRRIGATION DETAILS Z a ..i 1/4 OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 L3.2 IRRIGATION DETAILS � � c � Q WEST, WILLAMETTE MERIDIAN, a j jj � ix CITY OF TIGARD. WASHINGTON COUNTY, OREGON W a 0 cl) w in a z � Q > m3 O 114ATTENTION: OREGON LAW REQUIRES YOU TO, FOLLOW RULES ADOPTED BY THE OREGON 00 UTILITY NOTIFICATION CENTER. THOSE RULES- ARE SET FORTH IN OAR 952-001-0010 �+ THROUGH OAR 952--001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING W THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE.OREGON UTILITY NOTIFICATION- - ' PROJECT TEAM CENTER Is (503) 232-1987). OREGON UTILITY � � Pa / Pry: K. RUSSELL OWNER DEVELOPER ARCHITECT CIVIL ENGINEER SURVEYOR LANDSCAPE ARCHITECT DRAWN BY TJN NOTIFICATION CENTER U ORCHARD SUPPLY HARDWARE S.D. DEACON WARE MALCOMB CARDNO WRG CARDNO WRG CARDNO WRG 1.800.332.2344 R JOB NO.: 6550 VIA DEL ORO 901 N.E. GUSAN ST, SUITE 100- ATTN: NEVILLE WILLSMORE ATTN: KEVIN RUSSELL ATTN: SAMANTHA BIANCO ATTN: TIM DAUGHERTY SAN JOSE, CA 9511.9 PORTLAND, OR 97232 6363 GREENWICH DRIVE SUITE 175 5415 SW WESTGATE DR.- SUITE 100 5415 SW WESTGATE DR. SUITE 100 5415 SW WESTGATE DR. SUITE 100 �� $ '- PHONE: (408) 281-3500 PHONE: (503) 297-8791 SAN DIEGO, CA 92121 PORTLAND, OR. 97221 PORTLAND, OR 97221 PORTLAND, OR 97221 SHEET M PHONE: (858) 638-7277 PHONE: (503) 419-2500 PHONE: (503) 419-2500 PHONE: .(503) 419-2500 BFOR CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT TOPOGRAPHIC SURVEY 9 3 LEGEND: z LOCATED IN THE SE 1 /4 OF SECTION 27 AND THE SW 1 /4 OF SECTION 26, - PROPERTY LINE (BASED ON ALTA) o 5 TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN , _ X - - FENCE NLINE, TYPE ASINOTED 1.1 CITY OF TIGARD, WASHINGTON COUNTY, OREGON W - UNDERGROUND WATER LINE 6 SS - SANITARY SEWER LINE m DATE OF FIELD WORK: MAY 5, 2012 m fSD - STORM DRAINAGE LINE U /t`r E - UNDERGROUND ELECTRICAL LINE w r/� FO - FIBER OPTIC DUCT LINE o 111.1 / / a ' r a OHW - OERHEAD WIRE m 4 G - UNDERGROUND GAS LINE-1111-11.11a CTV - UNDERGROUND CABLE TV LINE m /` C t Axa t 11 \; �T?. JJf , ;` - WALL LINE 0 / f ti. �1 J / f `i - BUILDING FACE � O f �� x", / A - EXISTING ASPHALT SURFACE 9 V_ ��� � /�_ v f` _ ��� CONCRETE o � o / 1 ? t BLOCK WALL CONCRETE d w O rn 2 ' G \ 3 � \ �`��-<.44 BLOCK WALL 1 a - ° - EXISTING CONCRETE SURFACE F �• LL Q / . •°p SD�'`'' 11, p .a SD 10 : a O - DENOTES FOUND MONUMENT. � z g � ,`�,• SD SD , SD a -SD U Ix WMI oil O� a ,a ; .� \�,�-11 X00____0/--F0 6F FO F0 - - F 3 a - GAS VALVE of N . / FO =- -` �o� - 02 OH p m U -ila � -FO ""- _ .7, 2 OHW a . ♦ .�N ❑O - GAS METER M a F / . '� _ _-<--OHW-_ __ ;� SEES ITARY SEWER TABLE m - -� w ° d �� z ,\ AN o d i -r _ _ {} 1y - ---- - - _. SSC uj !' o' f OH\N ,.. ° - SANITARY SEWER CLEANOUT I 2 `c ° ,t� . 0 !S YHW SW CASC�iADE AVE : . � S �,�, SO - SANITARY SEWER MANHOLE � � Ovv / w a • . ' W W W : W o \` - AINAGE TABL �O / HW'`�, 1�H 'W ! a ° W a -a_ ° l `�\ ® SEE STORM DR E v - Lu / , OFQ✓ OHW OH� a° --- -------------------- ------- p Ed - CATCH BASIN a " - § w // c' \ ----- __-__ o P a \� ® - CATCH BASIN - TRAPPED TYPE IIr ;, N rz: z \ a \ O ' Lu - ST DRAIN M / y;' \ --- ---- ---- 201 ul a 0 V1 $ Z ' d / ; -; - - - _ _ ° ORM RAI ANHOLE c i cn z °c / 1 j \ _ ` �D - ROOF DRAIN a ~ u w : ' FIBER OPTIC I a - / , a ! I \ �` 200 ' - _ \ 20� '�,' � z ;�0 / `- \ \\ \�1. - FIRE HYDRANT W LEVEL 3 _ _ _ �' c _ � \\ g f .- MANHOLE // V ' I i I I - CONNECj ITION a rr � w ° I j \\ 'd FIRE DEPARTMENT CONN / I LL - -- - \2 m a 0 \ \ \ o ° / `` lg ° 1. t 0'\ 0 - POST INDICATOR VALVE `'' ^ 96 \ r k '..: _ ,. _r ., : _; f % `. eat o \\', - UNDERGROUND WATER VAULT 2 / \ sx7 k a {s xy i ° u` V e , h d \ _ ^^ ycy'j�r / 3 ♦ , ^ : ,. WATER VALVE -:' ® o / rpt ,. +s1 ,,L,P} S \ L, �,,', , - <v s t ° y. _�... , r w �r �r n° � - \ ® - WATER METER BOX w (Q�� Ir . 1 f l: 9 \ \ I : - t "Ik , 1 �- , , , :. .n. rr :,i; 8. Pa.,, - :,,, .. I Y::a .,A !.:: f , . . 11 , t ., �� :, . r ..,,x x Y :. \ W WATER MANHOLE ,. EEj ,P , \, t .. .: t _ .:: #':5th ' t d ... f :z` :F'�;N 1R1 L ` 0 ` ,� E - - - i E I _ 5 lg SD_ E 0 y --: _ _ u q - - 8 �o - m 1 h� DQ SPRINKLER VALVE ``\; i • �, \ v- - STREET LIGHT COBRA ARM a a, � 1 CT \\', � ( ) x ,\ ; ti , tcn ° - 3 ,, SV1.Im: 1. �� \ ❑� SHOEBOX LIGHT SINGLE r .,. ; ; \, \ ) iNMil il 0 Q '_ '�._`" -w,,'k \ �LxL j;, �"� }nom Jia:$k�3i �'"� ::.. , .�.�4t .�,4�, t ,:.',' \\`, O - _ --_---_ -., . ..: .,.ter.e.. !, N 0 fy' .,� ..... } ' `( .,:..=,s.�. .w.,, ,V__y ....... •. ..,.,..,�. ..��s.:. .. .h,,..:.i e,,....�.a....,.. .. .,.:.n.Y'kiI�P�M}uni'h �.rs:_ s' F, \ z . 11 ....- .�. r:. ,, .,. ., .._';, - k'rrr a - Ind�"L.. r-�€... :.:.' r k \\ Q _ems aw _ E d pati n yen.. \ Q - ELECTRIC METER IT L. � SFi ® N: .° :�., #j \ k -. A. U C9 ,, ..::Y..... .. d- sy�:� Inc A i.0 -£ \ Z ., ..._-- 1I,ItyT y.e.... \'_�, ..,♦: � 3 a a,.4, ...,.. -1 .. ,. .. 3 a, r, r \ \ , .:,:: ,c M1klir F°...:.;. ,:...s 'Y €,r* n ,.. ° cf \� O \\ .,.♦k \ ., .a« ,: ,� 17 .., - SD• . -_-• - Fy , �u E - ELECTRICAL MANHOLE I a _'' ! -k'e 4 tIL#'�4 '°�y�h =', ,d ° >7�II# L ..--"~" \y °:• \ \, O Vl . 103 �' x; ;,. hFx ° d a - ` \ ' ® - ELECTRIC JUNCTION BOX -�. 61 a \, . !I m \ \ \ N A � i9Lkp1241 \ O \ ❑o TRANSFORMER ,95 ° .�O GCS c`=- �rtts� .r \ ?I lY \ \`, \ r \ ° }kit 'r_ -" \ \ \ - PARKING BUMPER Ex . a o _ 11 BI- fi 194 . . \%\ s 6 D ;� z " \ \\ \\� Com" - TRAFFIC SIGNAL POLE N s ) STREET LIGHT JUNCTION o `,, -- ® 'I FINISHED �b ' � \ m - BOX i o ; , .., a 0 r i\ 3'D _ f s .',_. \\ HANDICAPPED PARKING SPACE o - T° - y ; r FLOOR \�' - �_ \ (t_ w e Ik k'r m r w„{�` r r �. „ 4 a [rl e F 'k,•nY°d' .,�-y _ .� ,F L x ,: _ - U E - 197.89 0 - !1 po 9Q �°� ; Sp' _ ��. ° \\'' UNKNOWN CLEANOUT FINISHED ° �' r CO FLOOR - �s� .. v 197.81' ��" `v �� �� �� `v �X - UNKNOWN MANHOLE 200 F - GUY WIRE a r BILLBOARD ryl - e \ - UTILITY POLEi. ,'.'.I 11-1 3 D �. \\ 4 �.: ;' $'p FINISHED a -i`f Z/y 'r raff \ �Q - BOLLARD Q p y' / 1. FINISHED FLOOR= o ' \� GP - Z z �°' FLOOR= 197.89' r // a * p o GATE POST O OL_IORET�M .R197.88' ; I'll o - MAILBOX - W \_-�>�' � � L �g I FINISHEDW111-1. y' - DOUBLE POST SIGN W a i LOOR= ' 1.11 ,. O1.11,1-11 _ 10 N .. °',A, ° 8 B 9 .88' �� �----- 11 11 ) 2 - SIGN o Z z $\\ ,',v �. 3'D °�0 ad FD - DENOTES FOUND . O 11 t \ ° V. Cyd - p j'8 6 ° �t11 f o �' #'D - DENOTES DOORWAY AND SIZE X11 11 I V 11, �� ° °` a 3'D EXISTING BUILDING a } � � X99 #'B - DENOTES BAY DOOR AND SIZE W v i .. 1 I 11 11 -� T CHAIN a \\ �. `, .°• 10031 VENUE `� \ SW CASCADE A �'" - Q LINK FENCE a - \. a TIGARD, OREGON 97223 - y - STORM DRAINAGE TABLE: SANITARY SEWER TABLE: W (� d ' , 3.63 ACRES .a -�' � 1O STORM DRAIN MANHOLE 10 SANITARY SEWER MANHOLE % a ° . J �.` (MANHOLE FULL OF WATER, RIM=205.69 O ' P 1 S127DD001200 f-'" a GP .y ' � 1 ` PIPES DIFFICULT TO SEE, INVERT IE 8" IRON IN (N)=196.26' iE Q ix o FINISHED o o INFO SHOWN MAY BE INCORRECT IE 8" CONC IN E =196.14' * Z� CONCRETE '. FLOOR= _` � �� ° \ 'y ) O z WALL d GP RIM=194.99 IE 8 CONC OUT (S)=195.79' C) 11 r11 11 _::.:...... ..... .. ',- FINISHED 197.77' V ° IE 15" CMP (NE)=186.68' FLOOR= _ IE 18" CMP (NW)=186.70' 2O SANITARY SEWER MANHOLE tr . ' T CHAIN 197.84' o '� 3: LINK FENCE �' 11.8'8I.X '7 _ RIM= 199.37' a11 � 11.8'8 s ;, 11 ,98 9 WATER LE ELW188.4999, E 8"1 CONC IN (N)=191.37' m .. 3'D .• 2 x hh 3x1 ° 8 U 91 29 SO V, SUMP=181.89' IE CONC 0 T (S)=1 ...�9 g r a i f w .G r1 a _' 3'D ® V a 11 }} Tllffiu& N4s yo g 3 SANITARY SEWER MANHOLE 0 r� o �il � I �N } �. O2 CATCH BASIN O 0, '� s� O. a a (CA CH BASIN FULL OF WATER, RIM=193.7 °. Q�= ,F. 8 PIPES DIFFICULT TO SEE, INVERT IE 8" IRON IN (N)=183.31' o 1g .,.. 8 M N INFO SHOWN MAY BE INCORRECT) 3 v'�s " l S0. ONw RIM=191.14' w s� I' �'11114'* ..x.., y IE 15" CONC (SE)=187.74' o j , ff v IE 18" CONC )-187 64 �,✓ (NE r ,k' / 3 D N. - ier rµi k�,apy wR Nom- k ; + ' Z '1111 E I- Ia _- � E" ..�'- � f� � ( CATCH BASIN z - Of, y ., __ TRI-MET WESTSIDE EXPRESS s ., __ e a�ryk N. L _ �s� ` sa 197 ���' _ ' w RIM 1 5 50' 9 «, --- ------------ IE 12 CONC IN (NE) 19215 4.85 ACRES ___ _'m f IE 12" CONC IN (E)=192.10' `� �/ s f� '\ 7 . IE 12 CONC OUT (SW)=192.06' w 1 S134AA02400 Y ', \ som £ r 1 F t O �9) CATCH BAS °z 1 g��L m s I, �= _ �.-5p \\ X96. 4 R I M=195.92'N z G ! J k o » a :`{ P \ u \ IE 12 CMP IN N)=192.97' _ _ ___11 ^ . - 111111.._ i IE 12" CONC OUT (SW)=192.72' o \ ,, - - - -195 - - - - \ I i LOCATE PAINT SHOWS IE'S TEES z ¢ cn ,L:n v, 1 O x 5 �; i TO MAIN LINE) Q �- j ti� . : `tz ° 5O CATCH BASIN (FULL OF DEBRIS) z w ' , `�' ,t \ RIM=195.70' a 0 a -, ` _ �9A. IE 12" CMP OUT (S)=193.35' w 0 0 I 10065 SW CASCADE AVE ��` SUMP=193.35' a TIGARD, OREGON 97223 0 3 ASO 6O CATCH BASIN 6 z m _ 4.58 ACRES RIM=201.31' � 10 IE 12" CONC OUT (S)=196.06' 2 � N DATUM: 1 S126CC00200 (LOCATE PAINT SHOWS IE TEES a � H to ELEVATION DATUM: NGVD 27 \n SOUTH TO MAIN LINE) o ¢ BENCHMARK: WASHINGTON COUNTY BENCHMARK #331 3.1 �9" o o � p METAL DISK STAMPED "NO 69 RESET 1968" O7 CATCH BASIN a W o ZO LOCATION: SET IN 12 INCH SQUARE CONCRETE AT MOST o NOTES: RIM=201.67' v NORTHERLY NORTHEAST CORNER OF THE SPRR CROSSING AND IE 12" CMP OUT (W)=197.81 x S.W. SCHOLLS FERRY ROAD (STATE HIGHWAY 210) JUST 1. BUILDING DIMENSIONS SHOWN HEREON ARE BASED ON EXTERIOR MEASUREMENTS. SUMP=197.87' CL Li SOUTHWEST OF THE SCHOLLS FERRY-217 INTERCHANGE. 63 a FEET WESTERLY AT RIGHT ANGLES TO MOST WESTERLY CURB 2. MANHOLES SHOWN HEREON ARE TO CENTER OF MANHOLE LID, NOT CENTER OF STRUCTURE. O8 CATCH BASIN U 40 FEET AT RIGHT ANGLES OF IN A NORTHEASTERLY DIRECTION 1� RIM=197.47' F PA / PM: K. RUSSELL OF THE CENTERLINE OF THE TRACKS. 27 FEET S 36' W OF 3. NO BOUNDARY RESOLUTION WAS PERFORMED DURING THE COURSE OF THE TOPOGRAPHIC SURVEY. IE 12" CONC OUT (E)=195.52' w n POWER POLE #5627 SUMP=194.32' Q DRAWN BY: KDD/JLB rn ELEVATION: 194.536 FEET 4. BOUNDARY INFORMATION TAKEN FROM ALTA SURVEY COMPLETED BY TREEAMARK INC DATED MARCH 13, 1999 AND �, j REVISED AUGUST 13, 2003. !�9 CATCH BASIN ° F 0 RIM=197.59' n JOB NO.: I UTILITY STATEMENT: UNDERGROUND ACCURACY STATEMENT: IE 12" CONC IN (W)=194.84' 5 00S� a IE 10" PVC OUT (S)=194.69' w THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS SUMP=194.69' (n SHEET THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN % CARDNO WRG POLICY TO NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE z C) THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND INFORMATION. THEREFORE, ANY ELEVATION INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN 10 IE OUTFALL 10" PVC (N)=192.38' Q UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH (S)HE DOES CERTIFY THAT THEY ACCURACY OF PLUS OR MINUS 0.2' OR GREATER (DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF 0 rn ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND z APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO WRG POLICY TO NOT SEND FIELD STAFF MANHOLE). PIPE SIZES ARE ALSO SUBJECT TO AN UNCERTAINTY OF SIX INCHES OR MORE (DEPENDING ON < 04 INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLE). IF A HIGHER ACCURACY IS NEEDED, THEN ADDITIONAL SCALE- 1�30' � Como % UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. THE SURVEYOR HAS TIME, EQUIPMENT, AND PERSONNEL WILL BE REQUIRED TO GO INTO THE MANHOLE AND RETRIEVE THIS a NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. INFORMATION. w 30 15 0 30 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT Y X 3 z a -= - LEGEND o -- - EXISTING BOUNDARY LINE W - EXISTING BUILDING LINE 0 X - - EXISTING FENCE - EXISTING CONCRETE LINE 0 0 U - EXISTING CURB PO E9 - EXISTING CATCH BASIN 0 d - EXISTING STORM MANHOLE - PROPOSED CURB a. Q - PROPOSED STRIPING - PROPOSED LIMITS OF DISTURBED IMPERVIOUS AREA 0 J ----- --- - PROPOSED PARKING OVERHANG ca - ----- -- - PROPOSED NO PARKING FIRE LANE PAINT - PROPOSED ASPHALT 3 � �c� o o �' Da Ell - - - -� - - - - PROPOSED ADA- PROPOSED CATCH BASIN o ot O V 4 z d a y.. Ld F ILL z g v ca w O� ° �� CONSTRUCTION NOTES Q- 3: _ _ ❑ CONSTRUCT STANDARD CURB PER DETAIL ON SHEET C4.2. cc e— U v. __ ❑ CONSTRUCT FLUSH CURB PER DETAIL ON SHEET C4.2 WITH 0" EXPOSURE. m �L_u o co O b` SW CASCADE AVELc Ove ® ® ❑3 CONSTRUCT STANDARD SIDEWALK PER DETAIL ON SHEET C4.2. N o r U W O C-z' __ �'' a ❑ CONSTRUCT A.D.A. CURB RAMP PER DETAIL ON SHEET C4.2. W Q N z C // `� (nZ W rn w - -- -- -- - - -- -- -- - - -- - 21 - �� 5 INSTALL 6 WIDE STRIPED CROSSWALK PER CROSSWALK DETAIL ON SHEET C4.2. s r o } / 16 STALLS 8.5' X 19.0' 6.00' 6 INSTALL 4 WIDE WHITE PAINTED STRIPE (TYPICAL). Z z / ADA ROUTING \ ❑ ( ) a w 15 ❑7 INSTALL STANDARD A.D.A. ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE PER m CL a ° 11 ST , \ DETAIL ON SHEET C4.2. o / 6 16 10 1 20 TYP. 3 4 / 1p' ❑8 INSTALL VAN ACCESSIBLE A.D.A. PARKING STALL STRIPING AND SIGNAGE PER DETAIL ON / 10 — r- t_ — 5 X 18 ` H SHEET C4.2. 0 / - - - - 20 / / 11 \ - 3 \ ❑ INSTALL 3' YELLOW DETECTABLE WARNING STRIP PER DETAIL ON SHEET C4.2. 8 STALLS 7.5' X 18.0' / 6 / ui y o 28.00' — - - - -- - - -_ �' 1 p / 2�.Op� 10 INSTALL 18" CONCRETE ISLAND FLOW-THROUGH KNOCKOUT PER DETAIL ON SHEET C4.2. m ��ED PROFe �°'� v h � � / .1 1 11 R5.00'� �,� v �2.0 OVERHANG 12 S = / / \�' �' 11 CONSTRUCT ASPHALT PAVEMENT PER DETAIL ON THIS SHEET. N `� '� 9 '�� / � 2��0 /, 8 X 1 � 1 \� , ❑ Z � 65433P l / �.\ �, 15 6 S' 13 \ � 12 SCORE ENTRANCE CONCRETE PER ARCHITECTURAL PLANS. 8 OREGON 16 10 X 1 \ 20 TYP. 20 TYP. \�` 1 INSTALL CURB TRANSITION FROM 0" EXPOSURE TO FULL 6" EXPOSURE. W Y 200` 6 R15.0 ` SEE GRADING PLAN-ADA GRADING BLOW-UP AREA ON SHEET C2.0 FOR CURB GRADES. o �F1,� 09, 5��� / \ 12 \ w N S' RDS 3 t ���� i / R3.00' / 4TH `= \ - 12 \ 14 INSTALL RECYCLED RUBBER WHEEL STOP (TYPICAL) PER DETAIL ON SHEET C4.2. a 3.0 OVERHANG (TYP.) 3 `\� \ � EXPIRES:12/31/12 R3.00' 1 ;.•, �) 22 S�P�LS ® 3 STALLS 9' X 18 \ 15 INSTALL NO PARKING SIGN PER DETAIL ON SHEET C4.2. 6 5 = 0 1 11 1 11 9 \ 7 Q 16 EXISTING SIGHT LIGHTING TO REMAIN. w \ 15 ; \ v o \ o \ Q 14 1 17 CONSTRUCT CONCRETE WALL. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. �\ \ 20 TYP. f w W \ 6 o. 18 INSTALL BIKE RACKS. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. a \ \ R5.00' �r" 2 8 \ \ C' INSTALL BOLLARD. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. 7 cs i cp N L INSTALL NO PARKING FIRE LANE RED PAINT ON CURB LINE. SEE DETAIL ON SHEET C4.1. z W \ ❑ o _ 20 TYP. \ (n BUILDIN \ \ R2.50' It 21 VISUAL CLEARANCE AREA PER CITY OF TIGARD MUNICIPAL DEVELOPMENT CODE FIGURE w > 218.795.1. s \ ADDITION \ z Q Z \ o ,,� 4 22 INSTALL CONCRETE LANDING AND ONE STAIR. STAIR HEIGHT 7.5", REFER TO GRADING ' O \ 1 �A � PLAN FOR ELEVATIONS ON LANDING. � W �n � }\ � �% 21 Qv \ \ \ 6 = g EXISTING BUILDING 7 m . W \ \ cp w - SEE STORM PLAN FOR ALL STORM SYSTEM INFORMATION. 0 cp 9 �. °° ''R5 00' PARKING INFORMATION a 00 w !!^^ \ 13STANDARD PARKING STALLS: 125 3 vl 0 \ \ 20 TYP. COMPACT PARKING STALLS: 23 (15%) Q \ 20 1 \ ADA PARKING STALLS: 5 \ GP \ I-1 15 ADA VAN PARKING STALLS: 1 z ' 0 Q \ / 1 TOTAL 154* W • 0 g \ 15 ® w \ \ 19 4 21 a \ _ 15 ' * ALL STALL DIMENSIONS INCLUDE STALL OVERHANG 1 STALLS 9 X 18 \ F 0 1 \ a / TYP. 20 \ \ i, ,: W4. dOp r O W C) o- F 4" ASPHALT CONCRETE PAVEMENT* a 0 2" COMPACTED 3/4"-0 AGGREGATE BASE ROCK 0 sop 6" COMPACTED 1-1/2"-0 AGGREGATE BASE ROCK w Z m O \ -� '/� COMPACTED SUBGRADE * z Q a w ASPHALT PAVEMENT SECTION N Y m � Z Of TESTING COMPANY WITH GEOTECHNICAL CAPABILITIES TO VERIFY EXISTING a a z SUBGRADE AND COMPACTION REQUIREMENTS. m z � Q a o 0 z \ / w w Lu w 1 Z Z E w ZD LL_ '^ m 0 0 m O O vJ U N N N N OT U ~ cO � N Q N in 0 0 0 r � / a 3 �� W p' LdLd a 0 V a I F PA / PM: K. RUSSELL I w cn DRAWN BY: KDD/JLB CD z \ OREGON UTILITY a JOB NO.: NOTIFICATION CENTER Lu 1-800.332-2344 '� SHEET 9l �~CSSCALE' 1"=30' a rn 0 N BEFORE `1� 30 15 0 30 0 cl 00w CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT LEGEND 2 �C \ 3 ���� - ` ------ PROPOSED BOUNDARY LI a TC198.08 TC197.99 U. BC197.58 BC197.49 - EXISTING BUILDING LINE OT '�c'p~\� ° 0 00 X X - EXISTING FENCE �4WZ �� `�' ;� `LO �0� ;� TC197.60 ° b�� TC197.65 _ ° r� EXISTING CONCRETE LINE BC197.65 (202.05) --- -- ------------------- -------------- ;� 16 9 0 �C/ d dTC197/72 EXISTING 1 CONTOUR �/ f// - ° -- TC197.65 - - - - - - - - - - - - - - - W �� BC197.72 co 4 "------ /54 i SW CASCADE AVE BC197.65 -170 EXISTING 5' CONTOUR o v ( . 4) v ® ® o 2020 S197.73169 - PROPOSED 1' CONTOUR O �/ (198.46)-- =-- ° ° a, - - \�.� 170 - PROPOSED 5' CONTOUR a �"�- -- - --- 1.4% m �� 200.06 ° 7 � `' R197.30 TC197.74 0 2 (197.20) ��\ ( ) ° _________ l2 3.9% I �� BC197.24 - PROPOSED CURB -FF - - - - - j� ! I ENSURE 5% ° o' - - - - - - a 4 , 01� �� ° ., MINIMUM SLOPE `� � �} TC198.77 (199.25) PROPOSED SAWCUT LINE W BC198.27 TC198.85 _ _ - - _ _ --2011-SEE ADA ROUTE o a ° - - 200 - _ ,��^ - - _ I BLOWUP #2 ♦ `�' ' ' 3 cn ® (198.12) I I BC198.35 J - _ _ ♦ "' X X - PROPOSED SEDIMENT FENCE o (198.43) I - - �� o O -b- 6 ----- (198.39) I (198.20) (198.26) \ \,` o ' ® _ _ - -= - CONSTRUCTION ENTRANCE F ai TC198.06 �` � (197.39)-----._ TC198.38- 199 - -�_ �� (199.09)� ��'.�.�, o t a.. �= 96 BC197.56 BC197.88 "' Z . 00 o w �+ p cn TC197.43 (196.71) - - R197�30 R197.15 -__ R196.62 TC199.43 .'.', ADA ROUTE BLOWUP #1 ®® - BIO BAGS z g � ' ' k BC196.93 - (197.36) --1.0% 2.4% 2• r - - -� " BC198.93� \ SCALE: 1"=io' r� a� N ' 8 ° �.5q° 1.9% g .c 0 , 'x � I 8, 3 6 TC 19 - INLET PROTECTION O °� ° _ �^� 1.5% 198 ---------- BC197.97� ►� a w 4 0 - - yo - 197 I \ TC199.00 _ m �a. 12 PROPOSED BREAK LINE W co (195.00)--,, �° TC197.05;, TC198.00 3 TC197.74 / BC198.50 ��� . m ,� r ; k � BC196.55 BC197.50 TC197.59 I �9C�97.24' \ ----- ° _/ \\` ELEVATION DATUM NGVD 27 - SURFACE ELEVATION - U- � _ __ �TC198.25 � DATUM � S:205.00 N � /9 TC195.45 ' - TC197.25 BC197.09 �' �9� �� BC197.75 " ' p BC194.95 - 196 BC196.75 7. ��s 197.98 ` ° ���', . BENCHMARK: WASHINGTON COUNTY BENCHMARK #331 R:205.00 - RIM ELEVATION Z w N ---- _ [�% 6 SEE ADA ROUTE TC197.63 ( ) TC198.02 `TC195.76 BLOWUP #1 BC197.13 ,BC197.52 ��\�',' _ W Q C7 cv z METAL DISK STAMPED NO 69 RESET 1968' 1.0% PROPOSED SLOPE a Q E w { BC195.26 0 -� (197.29) '� �TC197.77 \ \\ �', LOCATION. SET IN 12 INCH SQUARE CONCRETE AT ( ) PR PO EDS P Z ai rn $ z (193.13) - � 3% - _ _, �- y TC194.60 �� 197 25 . ' d\°, BC197.27. TC197.55 \ �, MOST NORTHERLY NORTHEAST CORNER OF THE SPRR o o w BC194.10 TC195.40 BC197.05 CROSSING AND S.W. SCHOLLS FERRY ROAD (STATE (205.00) - EXISTING ELEVATION z M 194.02 BC194.90 h TC197.25 �s ° (197.45),, R196.50 � �� �� ', HIGHWAY 210 JUST SOUTHWEST OF THE SCHOLLS (1.0%) TC19�3.63 ( ) / � °� BC196.75 79A TC197.70 197.41 °°° 2. � �� ` FERRY-217 INTERCHANGE. 63 FEET WESTERLY AT - EXISTING SLOPE 0 J z BC193.13 TC194.78 Sq° w g BC197. ( ) FF197.88 .', ABBREVIATIONS o- a (193.86) BC194.28 TC197.14 �� 1 , RIGHT ANGLES TO MOST WESTERLY CURB 40 FEET AT m ` ` RIGHT ANGLES OF IN A NORTHEASTERLY DIRECTION OF o R192.69\� TC194.53 / 3C1 96.64 FF197.88 � sr ,, �� � �� '. CENTERLINE OF THE TRACKS. 27 FEET S 36' W BC BOTTOM OF CURB R RIM W r TC193.37, , BC194.03 ° p% S197.88 a_ THE CE BW BOTTOM OF WALL S SURFACE TC196.76 -1• ° , ` OF POWER POLE 5627 BC192.87�' . FF197.88 BOILDI G ® # % FF197.88 R 3 - �� �� ELEVATION: 194.536 FEET FF FINISH FLOOR TC TOP OF CURB 0 \ l (193.56) BC196.26 20'I% � S197.80 D�ITIO'N �� 20 TW TOP OF WALL A \ ' 3.3% 3 (192.99) TC194.97 ,J1% S197.60 BC194.47 SEE ADA STALL TC198.54 S197.40 ® BC198.04 ` GRADING AND EROSION CONTROL NOTES TS197.85 BLOWUP #1 `� m ED PROFFss BS197.22 \ O GRADES IN ALL ADA PARKING AREAS SHALL BE NO MORE THAN 2% CROSS 10, �NGINFFR �O,y \ 6 0�% TS197.89 �� o TC198.07 SLOPE IN ANY DIRECTION. REFER TO ADA BLOW-UP AREAS BELOW FOR o 6 9l TC194.34 6 S196.23 BS197.26 %�8% � �BC197.57 GRADING INFORMATION. a TS197.85 �' � ITC197.65 z BC193.84 FF197.88 FF197.88 BS197.22 \� `ss BC197.15 2 INSTALL STANDARD SEDIMENT FENCE PRIOR TO CONSTRUCTION ACTIVITY. ° OREGON (193.72) S197.89 FF197.88 �► �� O SEE DETAIL SHEET C4.0 FOR SEDIMENT FENCE DETAIL. \ TS197.89 3 `TC197.52 s �S° BW194.20 BS197.26 ® ' ., ; BC`97.o2 7g9 O INSTALL CATCH BASIN INLET PROTECTION PRIOR TO CONSTRUCTION B ` 1 m EXISTING BUILDING ` <. ♦r R196.60 ACTIVITY. SEE DETAIL SHEET C4.0 FOR INLET PROTECTION DETAIL. N EXPIRES:12/31/12 �l BW194.21 TC197.80 --- �� � FF:197.88' 1 BC197.30 (199.12) O INSTALL BIO BAG INLET PROTECTION PRIOR TO CONSTRUCTION ACTIVITY. o 4 4 TC197.44 ` a SEE DETAIL SHEET C4.0 FOR BIO BAG DETAIL. W a SEE ADA STALL BC196.94� 5 ' Z \ ° `j BLOWUP #2 O INSTALL STANDARD GRAVEL CONSTRUCTION ENTRANCE PRIOR TO W ;ll # BC197,54 CONSTRUCTION ACTIVITY. SEE DETAIL SHEET C4.0 FOR GRAVEL w ��.5q°� d GP �� '� - CONSTRUCTION ENTRANCE DETAIL. w ° �\, `� ° TC198.52 ��;1% ° W FF197.88 TC198.38 BC198.02 0 � � O ALL PROPOSED GRADES SHALL MATCH INTO EXISTING SPOT ELEVATIONS � AT PROPOSED SAWCUT LINE a 7 o BC198.13•� a 98. L \ 2 ✓� 3 ��i ° �a osc 5 ` O7 ADA ROUTES LONGITUDINAL SLOPE SHALL HAVE A MAXIMUM 5% o W / 1} :° a a ` SLOPE. CONTACT ENGINEER IMMEDIATELY IF DISCREPANCIES OCCUR. i \ TC198.52 O INSTALL CONCRETE TRUCK WASHOUT AREA PRIOR TO CONSTRUCTION Q R193.07 �, , BC198.02 8 ��� ' ACTIVITY. SEE DETAIL SHEET C4.0 FOR CONCRETE TRUCK WASHOUT DETAIL. . t Z (197.81) �� W O 6 cl 0 NA �,� GENERAL GRADING EROSION CONTROL NOTES W ` dal o • O��° ------------197- y✓� (202.05) 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT a �� 00 w -- ---_-_ CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN w -------------- S201.86--- a �/1 .. � PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, 3 �/J Q ' PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, AND PER Q ----------------79 CWS STANDARDS. J � 6 � S200.05 S200.93 S201.56 �)r� F � ' Q 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL 0 3.9 g% 'S S201.83 BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED 3 � S199.84 amp 0 ^ GRADE AS SHOWN ON THESE PLANS. } A°- \ T m �i S199.77-- ,5`L 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" W 2 S200.03 S200.83 S201.45 SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. r R192.55 I S199.77 TC199.77 4. BEFORE CONSTRUCTION ACTIVITY OCCURS ENSURE ALL EXISTING co _BC199.77 (199,72) CATCH BASINS HAVE INLET PROTECTION INSTALLED. W / O \ - - - - - _ o S199.40' _ _ - S199.32 - - _ - GENERAL GRADING NOTES z �9 a _ 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION AND ✓�` / ADVISE ARCHITECT OF ANY DISCREPANCIES. _I W O \ 2. POSITIVE DRAINAGE TO BE MAINTAINED AWAY FROM BUILDINGS AT 0� w o z TC198I98 ---- ALL TIMES. z F- w o ® B 198 8 TC198.82 a Q I= > w BC198.82 3. ALL PROPOSED GRADES TO MATCH INTO EXISTING GRADES ON y cn m o �- CE U Y m � z SURROUNDING STREETS, PROPERTIES. NOTIFY ENGINEER OF ANY a m � 0- w w DISCREPANCIES. a O m � Q z m � � u- TC197.37 TC197.47 TC197.97 ADA ROUTE BLOWUP #2 4. SLOPE/DIRECTION ARROWS SHOWN ARE FOR REFERENCE ONLY. 0 w o W TC197.97 S197.46 S197.47 S197.47 S197.47 S197.41 TC197.47 S197.45 SCALE: 1 =�o a z BC197.47 BC197.47 BC197.37 BC197.47 BC197.47 cD00Jd 5. SEE GEOTECHNICAL REPORT FOR ALL INFORMATION REGARDING w W z F z 1j ® ® ® SUBGRADE PREPARATION, PLACEMENT, PREPARATION, ETC. 3 = o --------- -------- -- TC198.15 ® ml 0 m o n o BC197.65 6. ALL SPOT GRADE ELEVATIONS SHOWN ARE APPROXIMATE AND Q t�j° ao Cl 97.77 SHOULD TIE INTO EXISTING GRADES. GRADES SHOWN ARE MEANT TO '�' N N N N b� FACILITATE DRAINAGE TOWARD THE NEAREST CATCH BASIN. NOTIFY 7 TC197.77 BC197.77 Z � - rn TC197.77 TC197.77 ° ° ENGINEER IMMEDIATELY IN CASE OF DISCREPANCIES. ¢ N N N BC197.77 BC197.77 BC197.77 TC197.77 TC197.77 TC198.27 Z 0 0 o T 00 o TC198.27 0 0 `- BC197.77 BC197.77 BC197.77 CV BC197.77 a 7. ALL EXISTING CONTOURS SHOWN ARE APPROXIMATE AND ARE Z PROVIDED FOR REFERENCE ONLY. ACTUAL SUBGRADE ELEVATIONS a o O SHALL BE CONSTRUCTED BASED UPON THE FINAL SPOT ELEVATIONS o CD o AND CONTOURS INDICATED ON THIS SHEET. a 0oa o000 ° i 000 0) b\ I 0000 oo ►� 0 0 0 © � a,, � PA / PM: K. RUSSELL 0.0% 0 0 0 j° TC198.52 a DRAWN BY: KDD/JLB rn 4.2%�.. cn BC198.02 0 o a JOB No.: TC197.88 TC197.88 TC197.88 TC197.88 TC197.88 TC197.88 TC197.88 TC197.88 TC197.88 TC198.38 TUC, TC198.38 OREGON UTILITY BC197.88 BC 97.88 BC197.88 BC197.88 BC197.88 BC197.88 BC198.38 BC198.13 w SHEET j BC197.88 BC197.88 BC197.88 BC198.38 ///, Z FF197.88 FF19t 8 FF197.88 NOTIFICATION CENTER r/( C) I�h� a 1-800.332-2344 N ADA STALL BLOWUP #1 c9 ti� SCALE. 1 =3o a2mO C14 SCALE: 1"=10' �� 8 0� 30 15 0 30 W AFORE W F_ CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT Y d' 3 LEGEND z a -- - EXISTING BOUNDARY LINE o - EXISTING BUILDING LINE z X - EXISTING FENCE a -----------169 ----------- - EXISTING 1' CONTOUR w - - - --170 - - - - - - EXISTING 5' CONTOUR o 169 - PROPOSED 1' CONTOUR w 170 - PROPOSED 5' CONTOUR F- sD - EXISTING STORM LINE ° .m - EXISTING CATCH BASIN QS - EXISTING STORM MANHOLE °' m - PROPOSED LIMITS OF DISTURBED IMPERVIOUS AREA o - PROPOSED STORM LINE a - PROPOSED STORMFILTER CATCH BASIN w a ? o O o C) w rn STORM CONSTRUCTION NOTES O1 REPLACE EXISTING CATCH BASIN WITH STORMFILTER CATCH BASIN. SEE STORM LL z g DRAINAGE STRUCTURE DATA BELOW AND STORMFILTER DETAIL ON SHEET C4.3. R N 4Q- INSTALL�> 1 O STORM DRAINAGE STRUCTURE DATA BELOW ; a \ --____ INSTALL STORMFILTER CATCH BASIN SEE S ® 2 4 d �\ ° AND STORMFILTER DETAIL ON SHEET C4.3. m w O /� SD \` SD ° SD SD SD O SD ,. O3 CONNECT NEW STORMFILTER CATCH BASIN LINES INTO EXISTING STORM LINE. FO FO FO FO F -. V) Fo \ F-��� -N °� 02" 4 CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING STORM LINE PRIOR TO = CONSTRUCTION AND NOTIFY ENGINEER OF ANY ISSUES. } o [uz !vim �0 4O LIMITS OF DISTURBED IMPERVIOUS AREA N z � p ' ,6 SW CASCADE AVE 5 W z O INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET C4.3. CONNECT INTO NEAREST o STORM DRAIN LINE. CONTRACTOR TO NOTIFY ENGINEER OF CONNECTION LOCATION AND a c •Z`� �' ``° o ' °'' -- -- ---�--�� ° DEPTH PRIOR TO INSTALLATION.14 8 Z ' -- a n \ F O ►1 Z Gj INSTALL 4" STORM LINE FROM BUILDING TO EXISTING STORM LINE AT 2.0% MIN. STUB '�---- -4 � - -_- - - fo �� ----201 - _ �� STORM LINE 5' FROM THE BUILDING, AND 2.8' BELOW FINISH FLOOR ELEVATION. STORM W 201 LINE SHOWN IS ILLUSTRATIVE, CONTRACTOR TO NOTIFY ENGINEER OF PROPOSED LAYOUT O O - - - - -200- ^ - -- - - ` a :;, PRIOR TO CONSTRUCTION. Z �� -------_____ \"' ',', O7 INSTALL STORM CLEANOUT. SEE STORM DRAINAGE STRUCTURE DATA BELOW AND STORM w / '` - 199 -----"--- ,, ` �w, ; CLEANOUT DETAIL ON SHEET C4.3. // 4 _ _ _ L 4 — I '.;', O8 INSTALL STANDARD LYNCH STYLE CATCH BASIN. SEE STORM DRAINAGE STRUCTURE ���EDPROFFss 3 `,,',', DATA BELOW AND CATCH BASIN DETAIL DETAIL ON SHEET C4.3. CONTRACTOR RESET �`' �NGI NEER O� 98 `\ EXISTING CATCH BASIN IF SUITABLE. oma`' 9l ° 9� 198 E ` - - - - - --i9� 7g8 f / E 1 SDCB—A3 o ` ° OREGON \ i AD—A1 5 `/ �, 4 ' o ��'', , N 9 _ Q d s ----- / 6 _ _ \\ \' ���',' * EXISTING ONSITE STORM SEWER LAYOUT TO BE VERIFIED PRIOR TO ANY o �Fy 09 egg �� 7 SDCO-A1 CONSTRUCTION ACTIVITIES. o N$ RAS ALL STORM DRAIN INTERSECTIONS THAT DO NOT OCCUR AT A STRUCTURE SHALL BE EXPIRES:12/31/12 d ��\�' 'WYE' CONNECTIONS. Low p \ w S Ix-- �`��' \ 3 S° SDCB—A4 2 `, `,'' STORM DRAINAGE STRUCTURE DATA \ 44 SDCB-A1 SDAD-A1� \SID STORMFILTER - 1 CARTRIDGE RIM: 197.30 c Z 2 SDCB-A1 3 °' 200 i �\ RIM: 192.69 IE OUT: 195.30 z W Q,-_ ; ' IE OUT (SW): 190.39 Z SDCO-A1 SID \\ ` SDCB-A2 RIM: 197.84 o� �\ BUILDING — Q z e ADDITION IE OUT: 194.90*** • STORMFILTER 1 CARTRIDGE W \ 0 \ 3 o RIM: 193.08 O w 4 L \ IE OUT SW): 190.78 (D \ � w \ Nel—ol \ ° 2 SDCB-A3 18 • , Q � \ 1 ° STORMFILTER - 1 CARTRIDGE a r , O 4.'',. Q l a. ' RIM: 196.62 w �^ 6, -' od 6" IE IN (W): 19 3.8 2 3 v, \1' , s 4' 4,'. EXISTING BUILDING SDCB-A5 2 `\ 8" IE OUT (E): 193.82 LO \� SDCB-A4 Z U Q o as ti STORMFILTER - 1 CARTRIDGE m . {'( ' \ ° a° It] y RIM tied l'4 : 196.50 \ IE OUT (SW): 194.20 a GP SDCB-A5 VJ CLw d STORMFILTER - 1 CARTRIDGE RIM: 196.60 w M IE OUT (SW): 194.30 o O 4 3 ° sc ,� \ t SDCB-86 W O o Q 98 STORMFILTER - 1 CARTRIDGE o RIM: 192.54 r 3 4 19 8 - �do IE OUT (SW): 190.24 a `o ' / o cn 5° ; \ \ 2 SDCB-A2 :3 CONTRACTOR TO VERIFY DEPTH OF CONNECTION PRIOR TO w z \ SQ �� o INSTALLING STORM STRUCTURE, IF 2% MINIMUM SLOPE CANNOT BE oo /� O OBTAINED TO PROPOSED CONNECTION NOTIFY ENGINEER IMMEDIATELY. z Q w SID 5 197-- - i /� � w 00 i o Z wm0- ww i 400 795 w �' i p � � I- Q 96. L.L C- Z 2 SDCB-A6 / LLJ �� (n in LLI cD o o \ -195- - - - -\\ �� i w o E o v \ / \ 3 � �� i L O � o � oF- memo dop 00 1 U) N N 04 N \ i y / p < CD 00 N T Q ' � C14 N � 00 of N ''/ Z 00 dop IL a- o (I \ K 79 i a L) �' ,,�� F- PA / PM: K. RUSSELL M cn DRAWN BY: KDD/JLB \ OREGON UTILITY o �I NOTIFICATION CENTER JOB NO.: �� w 1-800-332-2344 �� > 0. SCALE.• 1 -J0 N SHEET C) �9� �~� a \ 1 N ��'PORE 30 15 o 30 z *aCq a N v C3mOw V) CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT Y p�p 3 } z U a F3 z w WET WEATHER EROSION CONTROL Uj w o THE WET WEATHER CONSTRUCTION SEASON BIO BAGS IS BETWEEN OCTOBER 1 AND MAY 31. THE CONTRACTOR SHALL � FOLLOW THE GUIDELINES FOR WET WEATHER CONSTRUCTION AS OUTLINED BELOW AND ALSO AS REQUIRED BY CLEAN WATER SERVICES. AC PAVING. a SPECIFIC WET WEATHER EROSION CONTROL MEASURES _ LL C-4 1. GROUND SURFACES EXPOSED DURING THE WET SEASON SHALL HAVE TEMPORARY GRASS COVER MEASURES FULLY ESTABLISHED BY OCTOBER 1, OR OTHER COVER MEASURES WILL HAVE TO BE -- •: z 142) w IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS ACHIEVED. TO ESTABLISH AN ADEQUATE �_ -�.I -' ._-' '. •'- ;- GRASS STAND FOR CONTROLLING EROSION BY OCTOBER 1, IT IS RECOMMENDED THAT SEEDING E I AND MULCHING OCCUR BY SEPTEMBER 1. ! _ :l�-." •. u. :R. 2. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON SLOPES py a t- 2.5 TO 1 OR STEEPER, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (BONDER). APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH SEED SUPPLIER . .` a. W ca RECOMMENDATIONS. 3. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. " o ' 4. SOIL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO LANDSCAPE PLANS OR w Q ti N E RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE CURB CUT WITH BIOBAG PROTECTIONLu $ ROUGHENED BEFORE SEEDING BY "TRACK-WALKING," (DRIVING A CRAWLING TRACTOR UP AND NOT TO SCALE °c ' DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR z � z OTHER METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. O � � 8 r� CL 4 5. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. SIMILAR m MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY JURISDICTION. w 1. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): 9 DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT 193 CREEPING RED FESCUE, 20% BY WEIGHT APPLICATION RATE: 200 POUNDS MINIMUM PER ACRE w PRO S 2. STANDARD HEIGHT GRASS MIX CONCRETE WASHOUT PIT AREA �F F S� ANNUAL RYEGRASS, 40% BY WEIGHT 9' ALL TIMEWITH S, SIGN TO BE POSTED AT TURF-TYPE FESCUE, 60% BY WEIGHT z /65433PE APPLICATION RATE: 200 POUNDS MINIMUM PER ACRE z NOTE: (n OREGON 6. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIERS , SGC o0 RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND 1. WASHOUT AREA TO CONTAIN A MINIMUM OF 3 CY IE 9' BY 9' yF�/ Y ns 2SS��� WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZER. BY 1' DEEP). ( N S, RU a y EXPIRES:12/31/12 7.. WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. 2. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN IT SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ACCUMULATES TO 2/3 OF WET STORAGE CAPACITY. ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE w ADEQUATE MOISTURE CAUSING RUNOFF. z 3. CONCRETE? WASHOUT AREA TO BE REPAIRED AND/OR 13 8. RE-SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION ENLARGED AS NECESSARY TO MAINTAIN CAPACITY. SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE a W 4. UPON COMPLETION OF CONSTRUCTION ACTIVITIES REQUIRING MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. AREAS WITH LESS THAN 95% GERMINATION a CONCRETE WASHOUT, REMOVE WASHOUT AND RESTORE THE AREA WILL BE REJECTED AND NEED TO BE RESEEDED. TO FINISH GRADE. o W CONCRETE TRUCK WASHOUT z NOT TO SCALE CL I z Z • Wo FOR FURTHER INFORMATION R ON DESIGN CRITERIA SEE W CHAPTER 4 OF CLEAN .WATER ' ANGLE FILTER FABRIC SERVICES EROSION PREVENTION SS Q S0. FENCE TO ASSURE SOIL IS TRAPPED AND SEDIMENT CONTROL G PSE PGGF' Q M/�y* PLANNING AND DESIGN MANUAL. O D s 1 ♦♦^^ 1" REBAR FOR BAG REMOVAL 3 V J 'e��:;;Q:� • 4 . ' • � ;V � ° ' c•;• CATCH BASIN GRATE z UrQn i i•' p D.' .. b'.: 0. V I :'o p• 4:D e�• �. .d�: a i - RADIUS a 25' MIN. a . a. A, . .v; m ♦) oD ': INTERLOCKED a �,/J o. a N. SS 2"X 2" POSTS CLEAN PIT RUN OR 3"- 6" CLEAN ROCK Q�O`I aF ��R� AND ATTACH PLAN VIEW CATCH BASIN-,,,, .• iiS M .ZAO C.SI NTS MINIMUM 12" OVERLAP OF SEAMS. e' + '• SUBGRADE REINFORCEMENT X'Nt + EXPANSION RESTRAINT o GEOTEXTILE, AS REQUIRED r + r w 0 8" MIN. USE:STITCHED LOOPS + + ` + ` + ` + + + '• t + + + + + + t +++++++ + p, ',� iF DEPTH + + + + + + + + + i + + o OVER 2"x 2" POSTS NOTES: + + + + + + + + + + + + + + . .. 3 minimum r + + + r + + + r + + + + + + r zz *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. + + + + f + + + + + + + + + , . r• ♦. 1. BURY BOTTOM OF FILTER FABRIC 6" +++++++`+' ++ + + + + + ` + + `+ +`+++`+` �, o VERTICALLY BELOW FINISHED GRADE. + + ` ` ♦ + + + + ' . + + + + , , + + + + + + + + r + + + + + + + r + + +++++++ + r + + *+++++ + •''•p GRAVEL CONSTRUCTION + + + + + + + + + + + + : • •'�.; ' rn ' 4'-0" 2• 2"x 2" FIR, PINE OR STEEL + + `r++`++• +++++++♦++++• + ++++ +`+++ ++++i+ `+ + VJ ENTRANCE CURB RAMP 2 -6 FENCE POSTS. + + ♦ r + ♦ + +++++"+++++++ +++++++ + + i + + + . STORM PIPE -� + + , + + + . + + + + + + + + ► + w + t + + + + - + + + + + + + + + + + + .�'b ',• • Q� 4 + i + +++++++++++++ + + + + + + t + + + t t - + + + .. w PAVEMENT 3. POSTS TO BE INSTALLED ON r + . + + + + + + + r + + + + + + + + + + + . + • •: UPHILL SIDE OF SLOPE. + + + + + + + + + + + +' + + + + + + + •.• ~ a � 4. COMPACT BOTH SIDES OF FILTER FABRIC + . + + + + ♦ . . . ♦ . r ♦ * LU "i + ♦ + r + + + + r ++ . r + f • ' '% . '. A ' . .aN•.� uv "A� s. . TRENCH. ++`♦ }i++`+ +'+ +' + + + + +++++ +++.++ a ♦ + + + + + + + + + ++ , A , a , w p • • ` •. i• Q ?t�;•. P :2 < ,.• .' 5. PANELS MUST BE PLACEDwo/ + , y Vit' w PROFILE 0 F I L E ACCORDING TO SPACING ON + + + + . + + + . + + + t + + r + i + + + + r r + ♦ + r + r + + + ♦ + r + p b'► .• ,. DETAIL Nos40 . + + + 2"X2"X%4" RUBBER BLOCKS S W Lo NTS ~ ca z w z z F NOTES: POLYPROPLENE 3 O z 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF BARRIER REQUIRED 0 TOE OF SLOPE. FILTER SACK (WOVEN) (� m o SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL PLASTIC SHEETING OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 2'-6" 36" WIDE ROLLS O *11 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE r. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. s n WOVEN POLYPROPLENE SACK a N 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 4-0 NOTES: a O o 0 ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. / 5. DIMENSIONS " 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. SINGLE FAMILY 2. BARRIER REQUIRED ® TOE OF STOCK PILE. $ W 0 20' LONG BY 20' WIDE 8" DEEP OF %" MINUS CLEAN ROCK. U3. COVERING MAINTAINED TIGHTLY IN PLACE NOTE: I FOR FURTHER INFORMATION °• COMMERCIAL 6 MAXIMUM SPACING BY USING SANDBAGS OR TIRES ON ROPES WITH A FOR FURTHER INFORMATION w ON DESIGN CRITERIA SEE 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE jE PA / PM: K. RUSSELL v 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION 1'-6" CHAPTER 4 OF CLEAN WATER MAXIMUM 10 GRID SPACING IN ALL DIRECTIONS. MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION a PRAWN BY:. KDD M SERVICES EROSION PREVENTION AND SEDIMENT CONTROL y r� PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL /JLB ami SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. FABRIC INLET SACKS TO BE DETERMINED PLANNING AND DESIGN MANUAL o AND SEDIMENT CONTROL BY MANUFACTURER. v PLANNING AND DESIGN MANUAL / a JOB NO.: a w '- N SHEET CONSTRUCTION ENTRANCE INLET M aemWaber Seances SEDIMENT FENCE aeanW &r Services PLASTIC SHEETING aeanW iter Services aeanW iter Services rn Out commitment it clear. Our commitment is clear. Our commitment is clear. Our commitment is clear. z N Detail Drawing 855 REVISED 12-06 DRAWING NO. 875 REVISED 12-06 DRAWING NO. 810 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 N v C400 w 3 w CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT Y 4p' 3 r} < O f- W GRADING AND EROSION AND SEDIMENT CONSTRUCTION NOTES DUST CONTROL BMP IMPLEMENTATION z W 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE DUST SHALL BE MINIMIZED TO THE EXTENT POSSIBLE, UTILIZING ALL 0 AUTHORIZED: MEASURES NECESSARY, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. SPRINKLER HAUL AND ACCESS ROADS AND OTHER EXPOSED DUST 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) PRODUCING AREAS WITH WATER. o 2. CREEPING RED FESCUE (20% BY WEIGHT) a. a C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 2. APPLICATION OF DUST PALLIATIVES ON ACCESS AND HAUL ROADS AS 1. ANNUAL RYEGRASS (40% BY WEIGHT) APPROVED BY THE DISTRICT. 2. TURF-TYPE FESCUE (60% BY WEIGHT) 3. ESTABLISH TEMPORARY VEGETATION COVER. w 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE 3 4. PLACING WOOD CHIPS OR OTHER EFFECTIVE MULCHES ON VEHICLE AND OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. W PEDESTRIAN AREAS. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH5. MAINTAINING PROPER MOISTURE CONDITION ON ALL FILL SURFACES. ° 2 o APPROVED MIX AND APPLICATION RATE. � � U 6. PRE-WETTING CUT AND BORROW AREA SURFACES. o L z 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE. COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD Q N CHIPS, OR OTHER APPROVED MEASURES. 7. USE OF COVERED HAUL EQUIPEMENT. a oIt 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, m 'Q g M STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE m ,= w STOCKPILE. EROSION CONTROL DESIGN CRITERIA = c/) ' L s 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE REFER TO CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT < S w ADDITIONAL EROSION CONTROL MEASURES. CONTROL PLANNING AND DESIGN MANUAL FOR GUIDANCE. D N B z 8w 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. Z 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE EROSION CONTROL NOTES N a PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO m INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE W 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, o PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL 8 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT 2. BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING ' AND SEDIMENT-LADEN WATER. THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED W QED PROFF CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF _ �`� ��GINFF� �O,L ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE CONSTRUCTION. o Q� 54 9r POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN o EGON 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN Z o� PICKED UP AND DISPOSED IN THE TRASH. WATER DO NO ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE yF Gov 09,2° APPLICABLE WATER STANDARDS. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 4. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE N EXPIRES:12/31/12 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING 1 YEAR WARRANTY PERIOD AFTER CONSTRUCTION. ow THESE MATERIALS TO THE STORM WATER SYSTEM. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE o BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF W THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE a W THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE Y PROJECT. a 7 U)z � W m rnW s Z z W0 O w 0 • Q UO W U) 3 0 Qryo W UQ 0: r U) IL IL w Y M O y . w O 0 t� a o :y C1) # r` m J 2s, Dr y bk = W N Y m R 0 V5 O Z NOTE: -9�i�i FpGF J c� PAINT CURBING RED AND STENCIL WITH 1" WIDE BY 4 a c o HIGH LETTERS 'NO PARKING FIRE LANE' IN WHITE WHERE o z m SHOWN ON PLAN. PROVIDE TWO (2) COATS. p 04 z� U o O a :° 3 NO PARKING FIRE LANE PAINTED CURB DETAIL o 0 N NOT TO SCALE < 0N o f¢- W W W O D 0 I a U w is PA PM: K. RUSSELL K, W cn DRAWN BY' KDD/JLB JOB NO.: U SHEET C) m Z 04 rn Q C401 W 3 UAU I IUIV: 11- H16 6Htt I iZ:i IVU I L4XJb'• 11 IJ A KtUUUtU FKIIV Y } TYPE: R8-31 » » 12 X18 WHERE SHOWN ON PLANS W a „ ALUMINUM SIGN 6" 7" BLUE FIELD BACKGROUND SEE DETAIL ON THIS SHEET . " PLATE WHITE QI 1. BACKGROUND. 1" f�� ®" /®�' � � 0OU00000000 HIGH BLUE ° ° ° ° " LETTERS AND 3» o TYPICAL A.D.A. PARKING 3 PAWN 1MTH D.Y.V. � O H 3 3.0 SIGN. IMMEDIATLY BEHIND • BORDER, BAKED -'� z r H MM�CTro ENAMEL. SEE ; 2 p° TACTILE WARNING STRIP. o T°"""°t"°°` DETAIL ON THIS 3 5" SEE DETAIL ON THIS Da es 81,.620 AND FINE UNDER on 611.616 SHEET FOR ® SHEET. DIMENSIONS. ° WHEELCHAIRA& 4" WIDE PAINT 4" STRIPES @ 2' O.C. 6.0' USER ONLY 29-1 O ' STRIPE TYPICAL AT 36 DEGREES ,z a Ifo n, ALUMINUM SIGNo WHERE SHOWN t U SEE DETAIL ON ° THIS SHEET ACCESSIBLE ON PLANS R 9 1' ® TYPICAL A.D.A. PARKING W ® SYMBOL. SEE DETAIL ONp 19' Li Z 7' MOUNT o 'Ile 9 9 THIS SHEET. o � N GALVANIZED HEIGHT STEEL POST "® WHEEL STOP o .� a „ r 8' MIN FOR WHEELCHAIR m 7 MOUNT 10 7 4 OR VAN ACCESSIBLE33' � � ''. o GALVANIZED HEIGHT NOTE ON 0. m CURB . cr) STEEL POST PROVIDE AT EACH A.D.A. m o �- PARKING STALL_�L 0 CO W NOTE: CONSTRUCT/INSTALL FACILITIES IN c� w -` I 0.50' a t w ACCORDANCE WITH ANSI 117.1-03 SECTION 502 2' Z co rn z r•I .I 18 CONCRETE BASE TYPICAL A.D.A. PARKING SYMBOL TYPICAL A.D.A. PARKING STALL PLACEMENT SECTION A-A `� 8 NOT TO SCALE r� I r. .. I NOT TO SCALE Zip L J_ �� f I Q t3 Z 12 o--►Y; 'i 18" CONCRETE BASE NOTES .' A w NOTES I,:. . :. I A m CL �- a 1. WHEEL STOP SHALL BE MADE OF 100% RECYCLED RUBBER. m 1. SIGN TO BE PER CURRENT L�J D 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. o MUTCD SPECIFICATIONS. D 3. PLACE WHEEL STOP CONSISTENTLY ON CENTER OF STALL. iE NO PARKING FIRE LANE SIGN TYPICAL A.D.A SIGN E 4. CONTRACTOR TO USE BARCO PRODUCTS, GNR TECHNOLOGIES, INC. OR o WHEELCHA E EMEDCO WHEEL STOP, OR APPROVED EQUAL. B NOT TO SCALE NOT TO SCALE B F 4. THE WHEEL STOPS SHOULD BE STRIPED (8 STRIPES) WITH REFLECTIVE G USERONLY E YELLOW COLOR. m PROFFss/ D RECYCLED RUBBER WHEEL STOP _ ��' �NGINEF9 O,L A g PARKING WITH D.M.V. H NOT TO SCALE o 54 PE 9l DISABLED PERMIT ONLY z VIOLATORS SUBJECT TO G E TOWING UNDER NOTES Z J o oN CURB JOINT VARIES o �``l�j`" os,aoS���, VAN F ORS 811.620 1 SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING (SEE NOTE 4) 2 OF 3/4 -0 COMPACTED oS RDS g G AND FINE UNDER K (TYP) - 2% SLOPE BASE ROCK y EXPIRES:12/31/12 ACCESSI ORS 811.615 2. SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING PAVEMENT 4 a H J (TYP) 3. THE 'WHEELCHAIR USER ONLY' SIGN SHALL BE USED WITH THE SEE NOTE 5 ° E DISABLED PERSON PARKING SIGN (OR20-6B) AND THE 'VAN COMPACTED SUBGRADE 0 C ACCESSIBLE" SIGN (R7-8B) TO DESIGNATE THE WHEELCHAIR W L C USER ONLY SPACES AS DEFINED IN ORS 447.223. W NOTES NOTES: a. W NOTESW 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 1. SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING �1 OF 3000 P.S.I. AT 28 DAYS DIMENSIONS < _J 1. SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING (INCHES) 2. PANELS TO BE 5 FEET LONG. 2• SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING SIGN in z 2•SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING A B C D E F G 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY o W 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT u \ 3- THE VAN ACCESSIBLE SIGN SAHLLE BE USED WITH SIGN OR20-68 TO PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. MINIMUM 12 6 3/8 1 1/2 1 1 1 1/2 SPACING NOT TO EXCEED 45 FEET. o DESIGNATE THESE PARKING SPACES THAT HAVE AN 8-FOT ISLE. I I I I4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE Z z SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. W O DIMENSIONS (INCHES) DIMENSIONS (INCHES) WHEELCHIAR ONLY SIGN 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT ❑ SIGN SIGN IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE o W A B C D E F G H L A B C D E F G H J SCALE: NTS SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. 9 O 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF W U 0 STANDARD 12 1 6 1 3/8 1 1/2 1 1/2 1/2 1 1 1/2 STANDARD 18 24 1/2 1 1/2 2 1/2 2 1/2 6 1/2 2 1/8 1 SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE. < vJ CONTRACTION JOINT TO BE PLACED OVER PIPE. ❑ MEDIUM BROOM PERPENDICULAR 7. FINISH WITH BROOM AND EDGE ALL JOINTS. ' LJ Q TO PEDESTRIAN TRAVEL ZSTANDARD SIDEWALK DETAIL H� C� VAN ACCESSIBLE SIGN A.D.A PARKING STALL SIGN NOT TO SCALE NOT TO SCALE NOT TO SCALE04 m } c^ F- w FACE OF CUR co • O " 1/8" SLOPE TO FRONT �"� ¢• ;� " O 1 R 1,,--1/210 R � . sp PER 6 ° PLAN CONCRETE FLOW THROUGH KNOCKOUT. BREAKING z " 0" CURB EXPOSURE 10" 000000a00000000 STRENGTH OF 3,000 PSI AFTER 28 DAYS. a . 2 000000000000000 0 PAVEMENT a oo0o0o0o0o00000 d,? .. a o PER PAVEMENT Q Q m • �• •�• PLAN ~ a �. a• '4. �, ° 45 .:. PAVEMENT Z o 6' - 4 a \ BASE COURSE ?�5., o - MEDIUM BROOM PERPENDICULAR ,' ��� � ' � o W a N (viaDEEP KNIFE JOINT TO PEDESTRIAN TRAVEL LANDSCAPE b a J �� 000000000 � o ISLAND w �- 8 3/4 00000000000 F m Q BASE COURSE 8 3/ o000000000o A: o cn 00000000000 �� . .• •• �• o - � - �-�• � L1.1 � 6" EXPOSURE FLUSH CURB WITH 0" EXPOSURE w 0 0 0 0 0 0 0 0 0 0 0 •; N Q :' o a.' "y t a 00000000000 :�r ; pER-. W ❑ z 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. > 0 0 0 0 0 0 0 0 0 0 o O j ' : °' '. PLAN.- �•�:io: 3 W 00000000000 �_o : . . _:�. e 2. EXPANSION JOINTS. 0 0 0 0 0 0 0 0 0 0 0 0.9 MAX,• 000000000000 00 ju1AX A. TO BE PROVIDED: 00000000000 0 ''� m ° • 0000000000o0 00 ► ••. •• VJ _ VARIES I 0000000000 0 0° o04 1) AT EACH POINT OF TANGENCY OF THE CURB. TRUNCATED DOME 2 AT EACH COLD JOINT. 1 DETAIL LANDSCAPE CD 3 3) AT EACH SIDE OF INLET STRUCTURES. PER PER PER ISLAND o RAMP TEXTURE PATTERN -v z 4) AT EACH END OF DRIVEWAYS. DETAIL PLAN PLAN PLAN a 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. . DETECTABLE WARNING STRIP. `' $ B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING,o 1. ARRANGE DOMES USING IN-LINE-PATTERN AS SHOWN IN SEE DETAIL ON THIS SHEET. D WITH A THICKNESS OF 1/2 INCH. DETAIL. COLOR OF TEXTURE TO BE SAFETY YELLOW. D- PA / PM: K. RUSSELL 0 3. CONTRACTION JOINTS. 2. PLACE MATERIAL ON CONCRETE ASPHALT PAVEMENT THAT CURB (TYP) W A. SPACING TO BE NOT MORE THAN 15 FEET. / A.D.A. RAMP GENERAL NOTES rl-rn B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. HAS CURED ACCORDING TO THE MANUFACTURERS N DRAWN BY: KDD/JLB i RECOMMENDATION. DO NOT APPLY CURING COMPOUNDS 1. TRANSITIONS BETWEEN RAMPS AND WALKS GUTTERS OR VEHICULAR WAYS 0 4. BASE ROCK TO BE 2"-0" OR 3/4"-0" COMPACTED TO GEO REPORT RECOMMENDATION TO THE AREAS THAT ARE TO BE TREATED WITH < JOB NO.: AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN TRUNCATED DOMES. SHALL BE FLUSH AND FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM DEPTH, WHICHEVER IS GREATER. SLOPES OF ADJOINING GUTTERS AND ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5% SLOPE. a- SHEET CSTANDARD & FLUSH CURB DETECTABLE WARNING TEXTURE DETAIL 2. CURB RAMPS SHALL BE THE SAME WIDTH AS THE ADJACENT WALKWAY. CONCRETE ISLAND FLOW-THROUGH KNOCKOUTin NOT TO SCALE a, NOT TO SCALE NOT TO SCALE N TYPICAL A.D.A. RAMP QC402 i NOT TO SCALE W 3 :..1Wiw.."..:K.t.f..w...hviet.. 1 Ncu.,alutill:.A-:'.....,. L... .t:a..aeca L`.L•EG+.ali_aiTi'.®.:...c.. ia4ca•.,- .. •'::a(y •".'-.•.. . -... .. .. n..6.J4YLsuC1tlR'4 tl' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT YY 3 z} < GENERAL NOTES B C W 2 2 1)5TORMFILTER BY CONTECH 5TORMWATER 5OLUTION5; PORTLAND, OR(800) 548-4GG7; SCARBOROUGH, ME(877) PERMANENT POOL 907-5G7G; ELKRIDGE, MD (8GG) 740-3318. w ELEVATION 4"0 OPENING 2) FILTERS TO BE 51PHON-ACTUATED AND SELF-CLEANING. o OUTLET STUB 3) STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. Q (SEE NOTES 4 5) 4) 5TORMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET 5HOULD NOT BE LOWERTHAN OUTLET. INLET(IF w 10" G" APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. F_ OVERLAP 1'-5 1/4" 5) CB5F EQUIPPED WITH 4 INCH (APPROXIMATE) LONG 5TUB5 FOR INLET (1F APPLICABLE)AND OUTLET PIPING. STANDARD OUTLET o V. fD; ° ,° D ; ° . ° , 5TUB I5 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB 15 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING 2 CAN BE MADE U51NG FLEXIBLE COUPLING BY CONTRACTOR. WEIR WALL D° VARIES G) FOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO a 3'-3 5/8" MAX. 3'-3 5/8" BE PROVIDED BY CONTRACTOR. ° 7) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE °'. INFORMATION. 5111° A D w 5" I -CARTRIDGE DEEP CATCHE3A51N 3 14P4" Q"/ STORMFILTER DATA o O SCUM BAFFLE D. $ �') STRUCTURE ID XXX WATER QUALITY FLOW RATE(cf5) X.XX z INLET STUB PEAK FLOW RATE(<1.5 cf5) X.XX (OPTIONAL) 2' OUTLET STUB (SEE NOTES 45) RETURN PERIOD OF PEAK FLOW( 5) XXX (SEE NOTES 4 5) LL INSIDE CARTRIDGE FLOW RATE(I 5 OR 7.5 m) XX o U °° MEDIA TYPE(CSF, PERLITE,ZPG) XXXXX '' N G" 2'0 1/2" 2"0 OUTLET PIPE RIM ELEVATION XXX.XX Ocri REINFORCING BARS - tt FROM UNDERDRAIN a INLET 5TUB (SEE NOTE G) OUTSIDE PIPE DATA: I.E. DIAMETER w C_ ( ) INLET 5TUB XXX.XX' XX" m Q 8 (SEE NOTES 4 5) 1-CARTRIDGE CATCHBASIN - SECTION VIEW B OUTLET STUB XXX.XX' XX" m x o CONFIGURATION cl) to 1-CARTRIDGE CATCHBASIN - PLAN VIEW 1 OUTLET O O OUTLET U) o `� , 1 INLET INLET < ` IW- tY LIFTING (TYP OF 4 E 0 LU 4"Q INLET GRATE OPENING ACCESS COVER SLOPED LID YES\NO N ° Z � rn $ w O SOLID COVER YES\ND g o 2 I/2 NOTES/SPECIAL REQUIREMENTS: Z w G" �. °D to o Fw 69U m F- I § .—I INLET GRATE ACCE55 COVER CONCRETE COLLAR (5EE NOTE G) OUTLET STUB (5EPERMANENT E NOTES 45) °a ° a o POOL ELEVATION a` d Cl INSIDE RIM PRO'- 5TORMFILTERFILTER CARTRIDGE (TYp) o ° CLEANOUT ACCESS (TY CARTRIDGE P) SUPPORT _m y PLUG ON WEIR WALL (SEE NOTE 2) Q 6543 PE l UNDERDRAIN e. a• d MANIFOLD .a ° ° o 2'-4,. 2, REGON ° d Z IN5IDE INSIDE 1-CARTRIDGE CATCHBASIN - SECTION VIEW C 2'4" 2'-4" s �Fv�'�v 09'2 OUTSIDE 2 IN51DE RIM M51DE RM o �N S, RISS THESTORMWATER MANAGEMENT THE 5TORMWATEK MANAGEMENT 4'-8 3/4" THE 5TORMWATER MANAGEMENT Q 1-CARTRIDGE CATCHBASIN - SECTION VIEW A U.S.PATENTNoi15,®2,629. U.S.PAT ENTNo5tormFIIt5,322,629, OUT5IDE RM U.S.PA Storm IIterO 5,322,G29, N EXPIRES:12/31/12 1 No.G,G49,048,No.5,G24,57G, No.G,G49,048,No.5.G24,57G, 1-CARTRIDGE CATCHBASIN - TOP VIEW 1 No.G,G49,048,No.5.G24,57G, ?j AND OTHER U.S.AND FOREIGN AND OTHER U.S.AND FOREIGN AND OTHER U.S.AND FOREIGN `� ©2006 CONTECH Stormwater Solutions PATENTS PENDING 02006 CONTECH Stormwater Solution$ PATENTS PENDING ©2006 CONTECH Stormwater Solutions PATENTS PENDING ZUZ ® DRAWING ® DRAWING ® DRAWING W A�I4_kIT_CAL1 DEEP STEEL CATCHBASIN STORMFILTER A:_4I/�b17'CAL1 DEEP STEEL CATCHBASIN STORMFILTER AI�►ITCA�J DEEP STEEL CATCHBASIN STORMFILTER � STORMWATER PLAN AND SECTION VIEWS 1 STORMWATER SECTION VIEWS 2 STORMWATER TOP VIEW, NOTES AND DATA 3 a. a. W SOLUTIONS. STANDARD DETAIL - 1 CARTRIDGE UNIT 1/3 SOLUTIONS. STANDARD DETAIL - 1 CARTRIDGE UNIT SOLUTIONS. STANDARD DETAIL - 1 CARTRIDGE UNIT 3/3 contechstomlwater.com DATE:11101l05 SCALE:NONE FILE NAME:CBSFISD-SDDRAWN:MJW CHECKED:ARG contechstormwater.com DATE:11/01/05 SCALE:NONE FILE NAME:CBSF15D DTL DRAWN:MJW CHECKED:ARG contechstormwater.com DATE:11/01105 SCALE:NONE FILE NAME:CBSFISD DTL DRAWN:MJW CHECKED:ARG j Fn z En to w Z w > QO Z z w Q m w 1 1/8"3/4,� 11 1/2" 0 Q AC OR CONCRETE PAVING < O O {x-101/2 OR OTHER SURFACING w _ 3 13/8" 00 to z O Q �2 9" w C') ,•, , V. MIN a CLEAN RIVER ROCK CLASS 3000 AS CONCRETE PAD REQUIRED o M PECIFIED „ 6" DEPTH CLEAN RIVER ROCK CONCRETE 4" IN PAVED AREAS ONLY W O _15 ___ (LANDSCAPE AREA ONLY) (LANDSCAPE AREA ONLY) MECHANICAL PLUG 17 1/8" MIN o O z `-' CAST IRON FRAME NOTE: Z - 1.00' 1.25' 1.00' `-' `-'� o �00' 3/4" INSTALL 2'x2'x4" CONCRETE 8 OQO o �oc�Q00� 4" PAD IN UNPAVED AREA. C-900 MIN m 15'1 --------- - OO�o �oo�o Q -------- 5 8 -. , 4 / _ 2 3/8" 'a:: MIN Se m 20" MIN 1.00'—►-� 1.00' o o ,� 1/2» z ¢ c _ C O O 9 7/8 m C-900 45' BENDS O O - NOTE. o oQ�� CAST IRON COVER 4. w Ld -_ -_ ;;•.; ALL CLEANOUT MATERIAL TO 0 a 0 0 0 0�� ,•' BE SAME AS CARRIER PIPE. w z PLAN ,- -1.00 --I O�000000000QU 3 o SPECIFICATIONS CALCULATED I.E. OUT O���O�O : e.; ' 4" CONCRETE o O m AS SHOWN ON PLANS OO�OO�c�0000000 ` ° - 1. ALL STEEL WELDED CONSTRUCTION. "•' a `V PIPE MATERIAL AS Q, SHOWN IN PLANS. v a 2. 10 GAUGE STEEL MINIMUM THICKNESS o I� -3v CAP AT END OF RUN z o ui 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. < -► GENERAL NOTES: I; 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES AND BOTTOM SHALL BE .• : • :•�, - •. , W o BUTT WELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED. °� '` ` 4" 0: a. 2. ASPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN. ° 6» iE PA / PM: K. RUSSELL 3. BREAK SHARP CORNERS AFTER WELDINGS. DRAWN BY: KDD/JLB 4. ALL CATCH BASIN GRATES SHALL BE PAINTED BLACK AND SECURED ch o TO THE BASINS USING BOLD OR APPROVED FASTENERS. CLEANOUT 3/4"-0 COMPACTED JOB NO.: ALL CATCH BASIN GRATES SUBMIT METHOD FOR REVIEW BY ENGINEER. AGGREGATE BASE ROCK U U m SHEET TYPICAL LANDSCAPE AREA DRAIN TYPICAL STORM CLEANOUT DETAIL rn NOT TO SCALE NOT TO SCALE Z N < C403 N p w -..rW.ua :a:�:..�_�...�ar:o..;.c.v,..a.._. :......�..,.,c.. .., .. y.,..ars.z.,r.�.us.u-�..:eirn�..,..-®.a...o-.vnm:.:_�s.,m:.....�+;...:u..cmc.^.•.,x-.....- z.::.ro o.._..=r:- .•°...,. issci r_..-.,_y...ae,s,raz:a_swa:r.nu:'a:,�.s:_,r' s•aeb��TM�.y�••5+. ..a;. � _.-�s�� ... a,sui:..,,.�.�,. x......,�...�v...a,bc:,-..:.^s.; ...�:�>.,:u... ....�-. s,.- ,.r., .=<:re��wwanucs.:c.::uum,.'as;.:,:-..v.:r:...•s ss.�=:• ' .�„ - - . . .z ayaaausa.aum..as sae::sxau. r ,.- .. ...nvrsu.. .�_ F ..,.._. a:�.,.e....-.. ... ..,n:-,.-., ..a...,...r..,.�:.yz;:mu, ........... ... ..r..- ..,.. «. ...,.�:... .,ru.:m:u�:cx..rWrc=... .a ......_ .......-.-•:-.:a.as,.m. ca.:... -��. —_ :.ca',...