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Plans PLAN KEY NOTES O REVISIONS -- i . 1 INSTALL CONCRETE WHEEL STOP BY IJTILITYVAULT B -.:ti "� ,„, - M::S " "Oaetmtiutll:0 7 0 5 S V IM l _ �'.,:: r '- ` LONG BUMPER CURB OR APPROVED EQUTI � - .• .. - rft�4 �:3, � ` =' =;+iz; zt.� _ -..: S cx" . {. • . '�. ? 1 ir04.44'�?' {r a^ - rr '4,, e _ s5 rt i[if rT i: E _ ;: . i,1 .1 , .�,� ' ., e= : �r`.r'i.� 1,� :'$v�i:S {'Itf , ' : y ��:i`�1:5` } j '. , , . 1 0 ADARAMP,SEEDErAILSHEETC9 TIGARD WASHINGTON COUNTY OREGON t t nor a° I a a r Say .Graf 5 � 1 y r . , £ 11 ;283 . Q Q ,y -} 2 9' T i aAya s .L' ` S11 k 1 •Iti ir� L -er r, -�, ��y�� • i` • "' � ;�' %' 3 HANDICAP PARKING. SEE DETAIL SHEET C9 ':t2! f 1,:'. D'°`' iFt':�% ey� P ;>s ■:}'' T .1' "�' """ � 1 e i��;i •� 0 m PROJEC I / ii► C; I z r� „�N FROt4s, c 4' WHITE PARKING STRIPE TYPICAL f' ,.�, T - 's �•t- >+ nd t.,.� s � Soutl 5 5 WIDE SIDEWALK 1 : � , 'a i, - z 4 yy i3•ili � t,,= !; " DESIGN ENGINEER AND '? =t f ,1;r.. -*- ; , ' � F• a t; a r, S,t ,Ri t, - >ll tf, $ tG OREGON o ,1 ),'e, • `( , a o n Sts. ky 1 n 0 FEB r,i21 21 i � < 13 \ a ill: APPLICANT REPRESENTATIVE GENERAL NOTES - 1 ZO018 „ b 1 { ' 6 � CuS� G S F A ~s W c � M B 8' WIDE SIDEWALK t , x ` �' �r' d hy,�; Ott _ r 1.14 a OON GUSHING ASSOCIATES 1 . ALL MATERIALS AND WORKMANSHIP S HA LL CONFORM TO THE LATEST ' r•e ,,,'� - t i g t O 24' WIDE CONCRETE DRIVEWAY, SEE DETAIL SHEET C7 © CIVIL ENGINEERS i REQUIREMENTS AS ESTABLISHED BY THE CITY OF TIGARD AND CLEAN WATER SA ' ` :, ;, ,, - i ' I' �' F i ; ,"" IV 6650 SW REDWOOD LANE SERVICES. ! `'i`,FS`y! Cr : -1 = ` ', " - - ''` .5 i V ., : +:6!. v : RENEWAL DATE 12/31/09 SUITE 235 VICINITY MAP O CATCH BASIN PORTLAND, OR 97224 2. A COPY OF THESE APPROVED PLANS AND DETAILS SHALL BE ON SITE DURING N.T.S. (503) 620-7884 (PH.) CONSTRUCTION. 90 CURB \ (503) 2771 (FA) EROSION CONTROL NOTES • 3. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER AND THE OWNER PRIOR TO ANY IMPLEMENTATION IN THE 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS 10 SA WCUT EXISTING PAVEMENT APPLICANT /OWNER FIELD. AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE o HARLOW SPRAIN, JEFF SORG & CONI MEYERS PRINCIPfES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO 11 BIKE RACK SEE DETAIL © 7405 SW BEVELANO ROAD 0. THE CONTRACTOR SHALL RAINFALL UTILITIES VERIFIED ON THE GROUND WORKS FOR THE PERMITTEE GRAPHIC SCALE TIGARD, OR 97223 PRIOR TO ANY CONSTRUCTION. CALL ONE CALL LOCATE AT LEAST 48 HOURS IN 0 10 m ADVANCE THE OWNER AND HIS ENGINEER SHALL BE CONTACTED IMMEDIATELY 2. CONSTRUCTION ACTMTIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND CC (503) 670-9278 (PH.) IFA CONFLICT EXISTS F ROM OCTOBER 1 T HROUGH MAY EA CH YEAR. Q Z 12 VISUAL CLEARANCE AREAS (503) 974 -2121 (FAX) • (IN FEET) (503)577-5656 (MOBILE) 5. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BYAPPUCABLE SAFETY RULES 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF Z , 13 TYPICAL MOTION LIGHT, AT CORNERS OF BUILDING, TO BE SCALE: 1 • °20' OF O.S.HA AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING EACH WORK DAY. 11v1 DETERMINED BY OTHERS. , CO-- e. aC. 4 „ '� c:71 AND TRENCH PROTECTION. Z I I' W 14 PARKING LIGHT TO BE DETERMINED 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE j O BY OTHERS. _ 6. OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF TIGARD. TUALATIN CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL -� u . y .,, I lcy „ y � \ �_ lj • r ��•�•- VALLEY WRIER DISTRICT AND CLEAN WATER SERVICES FOR STREET OPENING PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABUSHED. m Q -- ' L Va- ` "�- AND UTILITY CO NNECTIONS. I i �� l , - 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING y ,1 - 1 ''" - T*, 7 i,"`) I ti -- _ �/'� 7• ANY WORK PERFORMED IN THE PUBUC RIGHT OF WAY SHALL CONFORM TO CONSTRUCTION. UNLESS OTHERWISE APPROVED, ASURFACE MOUNTED AND ATTACHABLE USHAPED \ '`� .r I �) _ ��y�' //��,, c 1' , \ THE MOST RECENT CITY OF TIGARD PUBUC WORKS SPECIFICATIONS. FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS, co f l ( c f'r' -, ?_ 1T. a � ' �7 a 1 :„:,,,. " • i ,, � - - - - - ' ° � -• 1 ` -� i` �, j �;':' '-� �_ � - - t i( a SURVEYOR TO LOCATE AND MARK R -O-W LINE IN THE FIELD 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS Lo p f :•,1 Gi1, { PROJECT LOCATION AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT }� l f `' ` ° ; { I 9. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF ' RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN _ TAX LOT # 1600 1 7405 • SW OREGON RD N ., � ; 7HE'MANU O N UNIFORM TRAFFIC CONTROL DEVICES' (MUTCO) AND OD075 THE SAME 24 HOURS. ANY INSTREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE " 2S 1 01AB I TIGARD, OREGON 97223 MOST RECENT TRAFFIC CONTROL GUI ELINES. DURING THE WORK DAY, ONE ' ., f P OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. I ,.- .: - ; I: / / �• LINE OF TRAFFIC SHALL BE MAINTAINED AT All TIMES. TWO LANES OF TRAFFIC ' '� - . - I SH BE RESTORED AT THE E ND OF EACH DAY. I 13 I FUTURE PROPERTY DESCRIPTION: 7 SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER I t�J ` "/ I BODIES. f � 10. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN AS I rk :,,i.,,,,,,_? S i I T L LOT 101AB GOOD OR BETTER' CONDITION AT NO ADDITIONAL COST TO THE OWNER UNLESS r . BY / a SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS • E TA k r`. „ *r :,. I ; / i • I + APPROVED BY RENEW OF OWNER AND HIS ENGINEER. REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL o ' em nr E,a,3,- ,,,, -; . 13 I I '` . . r . � ? , ;x ; ; � ;' i _ ` ; I ZONE 11. REMOVE AND DISPOSE OF ALL ORGANIC AND UNUSED IXCAVATION g. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY " "` MUE MIXED -USE EMPLOYMENT �e 3 MATERIALS TO AN APPROVED OFF -SITE DISPOSAL LOCATION. . r , li*B AL G , ;A; x' .'P ;i' , HAS BEEN REDUCED BY 5096 AND AT COMPLETION OF PROJECT. 119 © r tf. fB "UILDING ; f x 12. UTi f ..' '' ,,Ot / F . ;1 � - ' ' -k g' - >` = I B ENCHMARK INFORMATION MI LO T THE FIELD ARE APPROXIMATE ONLY, EXACT LOCATIONS ARE TO BE P 74', , Ok t.. DETERMINED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, ,.: _;" ;: "�•I RESPONSIBLE FOR LOCATING ALL UTILITIES SHOWN ON THE PLANS. THE AND DISPOSAL _ L ;,1 7 1 VERTICAL DATUM IS NATIONAL GEODETIC SURVEY VERTICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES AS . 11 .1 6'" 'r.- "-`: DATUM OF 1929 BASED CRY OF WARD BUNCH MARK INDEX �' Iwg: DATUM REQUIRED TO COMPLETE THE PROJECT 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, +�'3 NUMBER BEING A BRASS DISC IN THE TOP OF CURB A7 1 £ I r . 1 � 13 EXIST •„") CONCRETE WASTE. SANJTAAY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR I - - n - ) THE SOUTHEAST QUADRANT OF THE INT ERSECTI ON OF SW ® -_� g B(D G ' 7 72ND AVEN AND SW FLAMPTON STREET. THE PUBLISHED GRADING AND PAVING NOTES: GENERATED DURING QONSTRUCnoN. z 1 ®'' ' s}T ,- I r. V - ", ELEVATION FOR BENCH MARK 252 15 222 8 4 FEET. ® • . _',-,'!% ,x 1s7'J, 1. IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS PROOF ROLL 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW lea }7 , ', '' ;- 42. �; MANUFACTURERS RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS /;,, ?.'S 5 ' . j � -' . -" s: e DRIVING AREAS TO ACHIEVE AT LEAST 98% OF MAXIMUM DENSITY n� ° '.: " " '' „:" "•�' Q 1 MUST BE MINIMIZED. TIME RELEASE FERTII I7FRS SHOULD BE USED AND CARE SHOULD BE MADE IN +�c,g� •'` Tp ?,T - ,,,.. !Ai:' - :!�;,.. : =;3 c'� - FO AN 8' DEPTH PE R AASHTO T -99. EMBANKMENTS OR FILL AREAS ARE TO BE SHEET INDEX APPLICATION OF FERTILIZERS 4'a;' " .,�, :At' ,� -s y �� y �� , , y;t�:; I SUBGRADE ALL DR CONSTRUCTED IN 6 MAXIMUM LIFTS, WITH EACH LIFT BEING COMPACTED TO WITHIN ANY WATER WAY RIPARIAN ZONE. CL 1 � j x & tg - I ' �` 9 5 * ,a d h C -1 SITE DIMENSION PLAN 98% MAXIMUM OF DENSITY PRIOR TO PROCEEDING WITH THE NE7CT LIFT AREAS o .. r7 ` -, ? >5' %..B � • "' Jx , r . s ,t3?' -'' C -2 PLAN AND PROFILE: SW BEVELAND ROAD RECEMNG STRUCTURAL FILL ARE TO BE TESTED BYA QUALIFIED TESTING LAB 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND z I ' ®:i " .., I' , _ r• J-.`'Y' -" J ;14'', '. slr. ; r :. 'I ,�;,' ''i 1C ') f5 l, -. .'_;.'�" "3 4O G � f-y;. _,y C.3 RAN AND PROFILE ADDITIONAL 300' FROM EACH SIDE MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT ` n.` r�. t 30' C -4 UTILITY ON-SITE GRADING PLAIN CLEAN WATER SERVICES STANDARDS AND STATE AND FEDERAL REGULATIONS. Q i �,., �,s= tr. t�S S - ;_ -__, i � , �, . / k&. . t _ ,'. C•5 EROSION CONTROL PLAN IS 2 AGGREGATE TO BE COMPACTED IN 8' MAXIMUM LIFTS 70 96% OF MAXIMUM DRY DENSITY SE s� _tt .ve, g 0 p', � c.. 'k., C -6 LRILITY PLAN I._ � , y . A ; , , a „�,� = -.. '�- A„� .a- Y =`.; .T " '; , 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED "1. 1'; , , b 'y7, ; =Yr7'rO y r I 1 C -7 DETAILS PER AASHTO T -99. I � , ,, ,.. _ ,; , Y:F„ _ {•` -� ' _ - " ;° N BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. Z /.1. +� - " v ? �$I �: *s'. { i `��,YP'" (14� C-8 DETAI 3i:�-r' v.... l - - -- ` gp. �'V I C -9 DETAILS 3. THE LIFTS OF ASPHALT CONCRETE ARE TO BE CLASS 'C' AC. PER ODOT UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE LU ''� - - 010 DEMOLITION IC SURVEY TREE REMOVAL PLAN SPECIFICATIONS. CONTRACTOR IS TO PROVIDE THE OWNER WITH A CERTIFICATE OWNERiPERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE A�' `� V 1 T OPOGRAPHIC SURVEY VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED 6 y ,:. .Yt:: © OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT. PAV ONL DURING NOTE VE - .2 ;.y1. is � � "' --°j . / DRY WEATHER AND WHEN THE TEMPERATURE IS 40 DEGREES OR WARMER. EQUAL E SID ' i - " / _ �.y � " a s ,,-.: IM 4V- �'s_u ? + •. 5 . INSPECTI OF SUBGRADE BASE ROCK AND AC. WILL BE MA B YA 15, PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL 0 45 " INDEPENDENT TESTING LAB. TH FINDINGS SH ALL BE REPORTED TO CONTROL, 'x''`=,-64` I E OWNER. BE MAINTAINED FORTHE DURATION OFTHE PROTECT. W ,k�N I � QUALIFIED I ND CONSTRUCTION ENTRANCE, PE SEDIMENT CONTR AN D INLET PROTECTION THESE BMPS MUST 1 . `-�..- N `-� 11.1 ,^,4; � `w 6. ALL MATERIALS, INSTALLATION, TEST, AND INSPECTIONS ARE TO BE IN STRICT 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LAT THAN SEP TEMBER MATCH ___ ., ' -,t1'.;-. .. .` . .. • _ .... ,'` ' Ti., •44' a ,,y_ . ` � ` ACCORDANCE WITH THE CRY OF TIGARD STANDARDS. Cr J EXISTING •" n .r• ; C. ; , , - f ' ,jt .' ',,^, ,.^ . , 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SIDEWALK s'2 ?• ;, _ "� ^ < '„ ' ' < - _ _ -- - SPECIFIED BY THE DESIGN ENGINEER. _ 4' ` -`+• ' 1,5 60 r 5 ; -'' ''' - -- , � ti � . .. ;^ .1::Nn;:,r c - _ ` �� Ex/ - - - _" 7 . EXCAVATEA MINIMUM OF 8 MATERIALS UNDER BUILDING AREAS - - _ 24' <o - ,. -' _ .. uj i .. j_ ;• -- _ . ' E /QE - ' AND ROAD LOCATIONS 17. WATER -TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION - SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITEATA DESIGNATED LOCATION USING - - 110* e C) f ' - _ - _ -----....5 SITE. SEWER NOTES (PUBUC AND PRIVATE) APPROPRIATE BMPS: SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. " . ` "- MATCH "�-r > "'�,. _ EXISTING IMPERVIOUS AREAS _ PIPE SHALL BE CLASS 52, AND HOPE PIPE TO BE SOR 26, ASTM 3035. THE USE 18. All PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY V BY TH E NGINEER VEGETATED AREA AND THROUGH A SEDIME CONT BM . FILTER _. wBEI/ ROAD SIDEWALK 1. PVC STORM SEWER PIPE SHALL BE ASTM 3034 SDR 35, DIP STORM SEWER ' - - -- " -- S T 24 3a LT AND THE CITY OF TIGARD PRIOR TO INSTALLATION. - TOTAL PERVIOUS AR ._ I MATCH ANY TrP � BAG). � us in _ _ �; 19. THE ESC PLAN MUST BE KEPT ONSITE ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED - -- E EGST. 2. ALL OTHER UTILITIES ARE INSTALLED AND PRIOR TO ASPHALT WORK INSIDE PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, Don Cushing Associates _ \ 9 813 (0 ac) ROADWAY, OR OTHER PROPERTIES. MATCH -- . �� CURB d SEAL THE E OF THE PIPE ARE NOT TO BE USED TO OBTAIN THE AR TEST Civil m 1 Engin een s1 23 ac ALL�S`TO STORM PIPE SHALL PASS A LOW PRESSURE TEST. PRO DUCTS USED TO AY O --- EXIST. CURB 8 GUTTER - ' # r - - - -1 \ TOTAL EXISTING IMPERVIOUS AREA: 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE 6650 s W ftNaud Lae 3. TRENCHING, BEDDING, AND BACKFlLL FOR PIPE SHALL CONFORM TO THE CITY CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO style 235 STA 2+43.03 18.77 LT [ A ; s • ' r 1 4,- - _ -- - 4. i - 4614 s / (0. ac) OF TIGARD'SSTANDARDS AND DETAIL O SHEET C 8, USE CLASS 'B' BACKFILL MAINTAIN COMPLIANCE WITH ALL REGULATIONS. e t M, OR 97226 \ � (5031620.75R4 1 - - - FOR PIPES IN LANDSCAPE AREAS WITH LESS THAN 2 OF COVER. E >. 1sm16 Condikiamay 1.' i - TOTAL NEW IMPERVIOUS AREA: 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT wu (503p 620 6 ab,v« 4. DURING CONSTRUCTION, ALL EXISTING AND NEWLY INSTALLED DRAINAGE INSPECTORS UPON REQUEST. s. ' / ; s 1 - - - - , - _ 2,073 sf (0.05 ac) STRUCTURES SHALL BE PROTECTED FROM SEDIMENTS. ' 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE DATE: 8 -10-06 1 , i - ,�•-' - _ TOTAL IMPERVIOUS AREA: 5. GRANULAR BACKFILL IS TO BE COMPACTED TO 95% MAXIMUM DRY DENSITY APPLICATION OF FINE WATER SPRAYING. PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. SCALE: AS NOTED ( _ r 1�. (0.15 ) PER AASHTO T -99 AND NATIVE MATERIAL SHALL BE COMPACTED TO 92% OF '� - 4 M , am 8,687 sl ac) IN -PLACE DRY DENSITY OF SURROUNDING SOIL 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 1r: I' +1 • � JOB: #06-014 f y f * TOTAL SITE AREA: 8. All A BACKFl creme. LL IN TRENCHES LOCATED IN AC AREAS IS TO BE CLASS © 'gym . 1. ‘ , 7 - y�.� 16,500 of (0.38 ac) (COMPACTED y4' -O GRANULAR BACKFILL) . STANDARD EROSION CONTROL NOTES SHEET 't - . _ .. -. 7. ONSITE (PRIVATE) STORM SUBJECT TO UNIFORM PLUMBING CODE AND FOR SITES LESS THAN 1 ACRE ©eanW6 r Services NOTE: NET INCREASE IMPERVIOUS AREA IS 2,073 SF AND IS BUILDING DEPARTMENT REVIEW AND NEEDS TO BE PERMITTED THROUGH DRAWING N0. 945 REVISED 12 - 06 Our eammft eat I. eleer. LESS THAN 5,000 SF THEREFORE DETENTION IS NOT REQUIRED. BUILDING D EPARTMENT 0eo14 attedmnabn.dn, 1/24 �' ' 04 OFFICE COP PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL • - ,•,,.. .. -- --- –_ __ — _ 211 __ REVISIONS ` REFER TO SHEET C3 I ma °"! \ — : :.',; :7 ;; ; ', .. 1 , :4 0 ‘. A7 . -. 1 . 1, ...4.4....1_4 4 ,,,,.. ` ? IO 1 FOR ON•STIE STORM I y — v ..:, ? : -- - y 0 – I DESIGN - \ ' ?•'• i t 4;.:1 , ` 204 ''''':',‘,...n. r`....� :i 209 1 1• ' " Y s.• – . • :1 I MATCH EXISTING ,y' , • �`_ } ' + �' � 1. �� �1S' ' - o-. °:. . SIDEWALK AND PWJTER 4y GF(' ® r \ __ � `` MIN. SIDEWALK WIDTH 6' `� 1b82 C S a Ia iFi � �i : . 's _ R.e` '.,,+,r ^..,;J,� _ : ;r:;./LvN i .. :.'•••,, r. S : n . MIN. PLANTER WIDTH 3' OREGON t _} S� ,} '4.i.:.:... . t q "3 , y : =x: r� ,_ :. >. GRAPHIC SCALE _-.. ': "'. j...: ^ . °' � 5.;' : %.i - ; '•`'. 0 7; .,:�,• _' 7: a s to m tL: 07. Cs • ^'!i� .,.'•.. • .. .+� - • L', - -:•t � n...,-^ .CT „,. _ `�?..' .. i'ti ry � " C � \� S y•g , :-..;..\ ,- -: . . ti , '; , 1. ~ � : _ VIP- ` ' s v . r ON FEET) cuS • S??- 5 261, : : e: ` .r: ^ "Y ti . • S . ^ '�i C � « 7I, , f e • SCALE =1d /1 / RENEWAL DATE 1Y 1 OB 0 r E XISTING • - so SO' , / — • SC =tom _ t_ St, so • ( • EXISTING CB VAULT 7 TO REMAIN TO REMAIN/ ss f / ss SS / SS ( a ss SS ( SS $ \ SS SS : -•--- EXISTING ss SS NOTES t • –I ; - _ \ , _ 15+ a• _ ` _ \ } \ _ 7 SgWC LINE 7 MIN FROM EDGE OF PAVEMENT, SEE DETAIL SHEET C8 ItEr \ \ ' 0 SW BEVLAND ROAD —� \ 2 \ 2 REMOVE EXISTING CURB AND GUTTER w ...1 z \ \ N \ \ 'v Q 2 \ \ 3 DRIVEWAY CUT, SEE DETAIL SHEET C7 XV Nm w \ w – \ \ \ \ r ` ^ \ s, U \ \ 4 NEW 24' CONCRETE DRIVEWAY SEE DETAIL SHEET C7 q )."1" t ` ! \ , l \, \� J \ \ 5o NEW ASPHALT CONCRETE PAVEMENT, SEE DETAIL SHEET C7 CO Q lay 4 rn g r_ --ca 4� 8 NEW CURB AND GLITTER, SEE D SHEET C7 . ¢ ill � lay . y c w 7 EXISTING STREET LIGHT TO BE PROTECTED AND TO r_ g REMAIN. �O a". g + r. — N a – – ¢ _ O REMOVE AND RELOCATE GAS VALVE COORDINATE WITH cci j E y UTILITY COMPANY. ADJUST RIM TO FINISH GRADE. • j g p REMOVE AND RELOCATE MAILBOX . 2 co PLAN 10 REMOVE 5/8' WATER METER AND REPLACE WTTH 11/2' WATER �i w • SCALE: 1' = 1a m �. d U METER IN NEW LOCATION; SEE SHEET C6 AND DETAIL la, • , 11 212 212 EXISTING CABLE TV BOX TO BE REMAIN cc • ; :: 2 12 EXISTING COMMUNICATION BOX TO BE REMAIN n w - • 3- J • J W 13 ELECTRIC BOX TO RE REMAIN • 210 05 • • • ? . .. . ry F • t7 • 210 REGRADE CONCRETE SIDEWALK 14 REMOVE AND R H'N �.'to • h _ �. C . ........ ........ ' Un t$ E r $ fi 1 1, c > - . :: , `; • : :::::::: , ......::: ....... ®° w :::::. . • • • 15 S MALL OR NARROW- STATURE STREET TREES UNDER 25 Q a 21. a . ... a • ::::: :: • .... .... ..... u 0 • • FEE T ALL A LESS THAN 16 FEET WIDE B RA NCHING AT O 208 I . ' . ' ' ' . • .... s :::::: MATURITY SHALL BE SPACED NO GREATER ThWN 20 FEET 11 < • . < t = ,. - - • ... r G L T T C • 208 APART r. L T. TREE TYPES TO BE DETERMINED BY OTHERS. O lull CC ::::::::: 208 • llIWhl V IIPIP.-- • � .�:. 206 Z ......... 6t LIPID••• ...••••. W • • • • • • • I :: @ EFT GUTTER EPR m • 204 n ..� 11 .... ! .... ,� ... n �� � �� PR(JPCSSEO • yl � . :: 6a RIGHT-OF-WAY 005 IVTt: FLOWi]NE P '0E115* ... . ✓ Ell TYING GROU .11111111001° . LEFT G _ . r'� ........ MATCH TO 202 Sr CL ...... r • • ::....... I t. • • • 202 EXISTING 36' EXL>TINGL•T•TG • • • r !p ... .ter- ;GROUND 18 ' 5' VARIES 6' MIN 13 MIN 18' EXISTING Ft-01MJn e P14oFILF, , , : . ; Y� � . ' r ''• ' ' ' ' • Cpp G 'TOR B • • ,� SIDEWALK MATCH MATCH Q y • ' • PRIVATE SLOPE TO SIDEWALK PLANTER PAVEMENT L[FT GUTTER • y� � FL • 18' T . TRIP VARIES y rr':. . y – c ..:: .. ' ..r S •� 0 .04 j .- EXISTING MATCH � ......... .. y : - .. ......... r EXISTING 200 •' .. ......• : . y .... 200 SA WC UT ........ .. --- - LINE PAVEMENT VARIE VARIES 0 2 • CUS -•-- ; • ; ;--r ""'' ' ' ' ' ' ' Y ` y • • — — - STANDAR ASPHALT CONCR m an Cushing Associates �..r ......... 'r. ..�... f D 198 • • • : r• • • • • • • • • • • • • • • • • • • • •••� I • —• - - 198 SEE DETAI © PAVE MENT SEE DETAIL Civil 6ngineen _-- - ... .. ... I - TUI 6650 SW RalraW Li�c � I. ...... . ✓. ��. "A. Suite -t it Portland. OR9 ^.J • •-.--- ...r ' ' �.- 'C _ Fax: (503)620-1771 196 J : • • . • • • • • ;•'� y - 8 0 . 4414 ' 1 196 SEVELAND ROAD CROSS SECTION ...WV N,ni.sQsr,.mt , •¢ NTS DATE: 8 -10-06 ( s :: "• ,'S" r.» — . .... .. lb: SCALE: AS NOTED • 2 IT �• .:.,,z• . q '' _ ' . • • c� I n JOB: 006 -014 194 y n b II _ • _ • • • • _ : 18 :�i: :: 1yq �rexr ON MOON . 0001.111 ..� .ter. .. .4 O 1 j . a b t PROF1 E •2 Q€ 1-, .y... S O ,•n r ti ... SCACE :H.. R2 :1.' W. t4 { U� zT.W:B, .. ELAfy ©: ©AQ � ° x • �¢.. _: ¢._ 192 192 C2 14+00 . 15+00 15+50 b �„rz,� a� „ap,� benefit/1d PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL • - - - - —� . I i IC O I REVISIONS f -,,,, ; tit � 1 .F4 H.r.t'L:: i t 1 :�IO� '� :. n I I 1 r -'= ,' � .:.. x 14062 • hilt ' ° 1 . ,f, 7;,,I. GRAPHIC SCALE OREGON III a\ _ _ sCA 3a — — — — — _ — — I . � � n _ — — — — J RENEWAL DATE 12/31/09 , J C ; - -- Y +'— E- 4 r g�� S S _ `E" . EF .rg 7 10 +33.32 11 +00 12 +00 SS SS 13 00 SS SS L7S^t-- -{ .—SS ' SS/ + 15+{XI S. ( SS ' Sf6 •• s -- 1-----1— —�_ —_I — — I —� -- —I — -F--.. — \ \ \ 0 + \ / ,y0 SW BEVELAND ROAD " . "' q I - -- -- -- -- -- -- -- -- -- -- -- -- -- -- ° — ''xcbQQ Z \\ \ 15 cn R \ 16 +[b ■ a 19 +00 �_ _ -i S��C co rfoi .... 0 r. . PLAN • SCALE : 1' = 30' L - ~ 220 Q 220 a '} • ........................... . . .. .......... .. .. . • • ......... • • .... • • • • .. • • • • • • • • ... •300'P.•FILE . , ... • :300'PROPIL£: .......... .. ....... . • mi 215 ......... ................ .: ........... ....................... . ....... ...... .• ... i- .:: :::: 1 . ' :: : N .s . ...... ......... ...... 215 CW • IIllIllO � Q h 0 c - ? v NG LT TC : 210 210 ..• .......••• .......... ...• ••.•.... .......... : RQ . : • : ::zW ' ,7 '. ° .. Q.1 o Wl �.d : ..w . . m __� .. Z 0 .......... ......... ... ..:. �• m�..: 1 W'f�if aLT TC ....... .......... .......... • .... ::......: .... ::: : .... EXLS7ihs FtOWIJNE'PRs FILE:..:::. .. . • • : :: :: : : Sra: '1!.9983:::: ......... Q. ......:: ' Njt .: @ LE GLffTEF .. : • ... 205 Z Q :::::: ::::... :::' ::: .. ... ... :.A.D: = i. a::::::.::: ... ue ... .... • k m;aa r . . • • 200 200 ..... ...... 1 ... :.: ::[:::: ... :: A: .... 'fl m N aV.o: .. 0 ....... • • ...,,..r'.. i ......... ... . C C ......... ..... G0 .. 55 , fiXISTING n O W L N E V fiO F 1 ' .. • • EXISi ...... ..... ..... . tt• • .. .. . 0.: _ .......... ::O'LEF .... FA1 SiA "x: td 'Y.2.19. : pd : :: 1 95 :: '.d0.: =::t:: .. .. .......... .......... . .. ....... . ..... • • 195 • c m g . • • • • • • • • • • • • • • • • " " • " "' ...... Don Cushing Associates • • ...... • • • • • ..... ^ • :::::: ..... " ... .... 190 Civil Engineers ..... Ell • • 190 I ... .. ...... .. 5550 SW Redued Lane ... ... .. Surc :35 ....... .•. pp ::. .: : ' .. .. ..... ..... x503, 5:6 79..1 • • y ..O ... 2 ..... ......... .......... . ... .. ... ... ... .. .. ... ..... ......... .m e .. o- .. ... .... .......... ....... 185 ...:.. .::: .15. 185 + .. ........... R a°4f .. • . ..... ......... .... .... .. ..... •. •.• .. DATE: 8 -10-06 • :::::::: .... .. ... .... .......... . .. ..... ... ......... •, ...... .: SCALE. ............. • . ....• •••• .. . ... . AS NOTED ........ .. ....... .. ••• •• ... .. ... 180 JOB: i06 -014 180 .. .. .. .. • ......... ......... ............................... O • •000.0 •amain 53 8'•. % PROP. .E SHEET SCALE: H.•RlZ: 1 : 30' SW B, VELA 0. FRO ' a -r. rbc5 C3 " +°° 12 +00 13 +00 14 +QQ 15 +00 16 +00 1 +00 PUBLIC FACILITY PERMIT SUBMITTAL 06014 C3�p7W ft from each eq•tlwp 1245:8 i I - - - REVISIONS i 0C I I /49e 't 1000 y ,., I , l GRAPHIC SCALE '''.1.. OREGON y - 14882 r // �}f�� 07: � V / EXISTING , �� `LJ �v ' \ � N\ A BUILDING `•". (IN FEET) RENEWAL DATE 12 /71/09 SEE SKETCH 1 211.40 r _ ___ J sC4LE:f =w \ FFE ff .;:• : I ( -_� \ 21 t of I \ 1 , I•. ,_'27?.3 BV ' '.`...` `'.. I I FFE ` \ ,I'. 1 .1:2''::. — : ` '`' ': a'^ %:. L' ` / BIKE RACK [ I �i • 1 GRADING NOTES , ! ! ' ,! O NEW ASPHAL CONCRETE. SEE DETAIL SHEET C7 gar 27,E I 210 �� O NEW 5' WIDE SIDEWALK, SEE DETAIL SHEET C7 ❑ A ,1 C — SKETCH _CO 3 1 0 ; � 1 3 STANDARD CURB. SEE DETAIL SHEET C7 © N.T.S. C O ler �, /7 ' - \ \ S EE SKETCH'S_ _ \ O \ - ' ` \ \ I ,.\ ! 4c TRANSTRON CURB IN 3 FEET 1 I II \ ` 1 \ \ f \ ! \ \ ----.J., \ O \ \ \ \ .i'" / ? ! /J...:... 210.98 SW 207 \ \ \ `;'. C i ! ` 211 11 BW \ \ / \1 r Ti__________II j , —. � Za• T \ I \ I l � . \ I 2 7 0. Q __ 2:3 _4 ' - ,�t � � — LEGEND \ n \ 1 / 210.80 AC - `F:''+::'; \ \ _ — 21? '! ELEVATION MATCH W , 210.70 AC l \ --- (, :'.'''e„'.t�' © '"--. -- DRAIN ARROW / 210.48 AC 21061 AC \ _' • :... :. • _ _ -- ON-SITE 1 ON -SITE PAVEMENT • E O ! \ \ I \ SEE SKETCH 'C'ti' ! \ / ���`` _ 4 ,. ` _ ' '; ON -SITE CONCRETE {{�� - •,� 1 DEC/ 'i_ -::� :'�: •• >;:. _ \ '~ ';,,`.tic. 2C? S _ " :fit: ° ' � '` SKETCH B �, .` MATCH B4�1' /� CD i—�- ` "2, r� � ` ` �.: 1 MATCH \ ti 1 -SS � /� -, vJ — ----- SS / % ( / 209 02 AC 209 13 AC 1 �_ —F1 — — / 209.28 AC I O —,„ j 1 ' _ 15 +00�SS — ss SW BEVELAND R *- \ ms s \ — ///' t 2:1... \ I _ _ �l S:> .� 209 12 BW ',, `4 • ' .. co 7 E 2C9 23 -- : ells mg 1�-- \ 1 •,..„, \ X9.58 BW Don Cushing Associates a �� �_ 1 Cl 1 \.,,,, CM' Engineers _ G 114 =J iN'R.Ju:.J file t REFER TO SHEET C2 � — I porlmd OR ^']]+ —�_ FOR HALF•STREET ` _�_ — IMPROVEMENT — -- _ �_ SKETCH "C" � ,.0 ...:;,� .,�.:..,: '� N.T.S. DATE: 8.10-06 SCALE: AS NOTED --�_ JOB: M06-014 • — — ..... O�� <talW SHEET C4 PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL 0801 Ca ervsae grating d 12428 I T _ ll r JD Y� / r ;�.) 1 REVISIONS I / x f /r / I` STORM DATA J i / __ -� ( _ ti O NEW CATCH BASIN I `Lr� // I ` 1 (u f CONTECH CBSF7 -L WATER QUALITY CALCULATION i ED // ! + f � J � 1 1 o IE RiM OUT $ ° 199 67 � FOR CATCH BASIN CONTECH CBSF1 -L .... � ` �/ I I } I SEEDETAIL I IMPERVIOUS AREA ° 5,622 s/ �{. 0 r / • .... I / 1 0.36 In x5622 s1 qqq /. II ® �O ME IN (NW) � 199 07 MANHOLE Q WOV (WATER (DUALITY VOLUME) ° 12 uVft ° 168.66 d s td I / / 1 l(�,'v,J� I 18' IE OUT (W/E) ° 198. WOF (WATER OUAU FLOW ° 14 4 s 0 ° j s ° 0.011713 cis OREGON y 1 / i 0 ; a GRAPHIC SCALE m SEE DETAIL 44 I I ,.(� 3O NEW 10' STORM SEWER PIPE, 21 LF (DUCTILE Nfiow ° (0.011713 cfs)(448 gP^✓c!s/ 15 gpmJcarvidge) = 1 cartridge CU$ ■ I I J • I tot..+++ -��� S . , 7N FEET) IRON), S ° 0.0287 FT/FT. RENEWAL DATE 12/31/09 / • I `t1 SCALE: 1' =10' 1 ' % O TRENCH DRAIN SEE DETAIL ON THIS SHEET. 1 EXISTING i I ! BUILDING \, I — _ _ _ ® EXISTING SANITARY SEWER SERVICE TO REMAIN, 8 / FIELD VERIFY LOCATION. I � , / N EW 1 12' WATER METER. COORDINATE WITH all I - va TUALATIN VALLEY WATER DISTRICT. SEE DETAIL =•V4 ^' , ; . ti: . a: ti, ,.,, • „ l V N EW 1' WATER LINE, T tF (DUCTILE IRON, CLASS • '. �" - // j _ i r _ _ _ 1 52, WITH MON JOINTS). COORDINATE WITH UTILITY •� ` J ., . j . COMPANY. Q 'tea ® ...... ]. ' ® TYPICAL MOTION LIGHT, AT CORNERS OF BUILDING, TO BE o Z .:•.:...,:_.:: F ; t;, , �/ O EXISTING DETERMINED BY OTHERS. Ma eli Q 1 r r BUILDING Rlenaproees far typic Media may be removed from the finer 1 O I ® PARKING LIGHT TO BE DETERMINED bes ca n n app to the Catc al hBasin catch cartruridges using pty the vector truck be before the �;:-, 1I �^ [,.�• 1 1 BY OTHER$ St Tha filter cartndges cadnd9ea are removed from the catch basin jj according In the CfiSF are easily removed stcture Em canrktges can easgy I 1 . and replaced tlunng maintenance activities removed from Me ea en basin structure by hand. Empty ca according to the fogovnnp guidelines. should be m ;. . reassembled and returned to CONTECH y l,, 1. Establish a safe working area as per Slammvater Solutions. as appropriate. 1 4 r typical catch basin service acbvdy. , Materials repaired include a TiRin9 cap, 1 / `.,}.•+ 2. Remove Steel grate and diamond plate vector truck. end fresh Tiller cami ® 1 cover (weight+ 10011as. each). Con act LONTECH Slo mweter Solutions for specifications and awitabdity o / the O 1 7 TUT cartridge(3) ipe manifold. old. to I qu cap. The caner buck must o A disconnect from pipe manifold. equipped with a hose capable of reaching 1 areas of restricted clearance. The owner y O • 4. ;:; 4' cant g 1 ce wily 1 © 1 cartridg. 1 or witth accumulated sediment Na information. vector cork (min clearance 1T x 24'). I Maintenance u estimated al 26 minutes of N O CON; 7. Remove accumulated sediment Irom site time. For units with more than one 1 Q 24, cartridge bay. cartridge, add approximately 5 minutes for • 1 1 (min. clearance 9 25'0 11') each additional cartridge. Add travel time 03 required. Itte 6. Rinse interior froth bays and vector 1 remaining water er and Sediment. y .fit !.'..7.. • ; '• 0 I 9. Install fresh cartridge(s) threading 1 y :.. . u o,,+ clockwise stall re h pipe manifold. ,_, • : 10. Replace cover and grate. SEE SKETCH f1' O / ---- _ 1 11 Return original CH Starmwatees to p ;..,` Solutions for cleanhq and ia• I media disposal. 7 ~` \ • ] y RIM = 203.40 :-.,4,.--;:-4.,..:•.;,, Z `lam IE ° 202.90 -: J • _ 'n and ': .- • •y'';, \ ,a. , r' S . R .��. � � IIII I, /1 +1 1111 _ i i O O �-�. � . -w. 4 ` J �n • 1 "" ' DEC , _.�Y t�•.[!r ''\ ».. -:. , : T�T.:J ��s 2j � �_ -�'' '� " .'` : 's -. .` � '�:•tic'.�_'i �' `�: ( tt lf'; : •= •ii�j •:f.y �. ,. ,•":.•. . , ,. � ... CATCH BASIN i 1 ' - , % C s ::::< `` � CONTECH CBSFi -L ss ss -"� -ss © _ - ` -. `_ 5 � _ _ _ 11 J — _ ASS SS �++: 111 TRENCH DRAIN __ - -SS SS I\ — ------- SS s . Sw BE VELAND p ss � — � _ � cus in sso g 7: ss �� y \�'� �� Don Cng, \clases 111 , II - -11-11."- . ! en ��S ivil Enginushieers —. .5•. 76, j°11 i J0 Su' Rdwaod Lam • rtW' Sufic Jl e :Q]ad y cwhin {apcam REFER TO SHEET C2 M + FOR HALF - STREET ti .._______ + IMPROVEMENT r FIAT TOP MANHOLE DATE: 6.10-06 !� SCALE: AS NOTED --___ + SKETCH IIAG JOB: 006 -014 ._..__-__ _ • 0 Ogrer OM MOM AMON= ■ N. TS. SHEET `— ` C6 G6014 C.6 sanitary werxm taaoe ' ' \ ` PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL • REVISIONS . EXISTING DRIVEWAY - ' MATCH WIDTH & GRADE NOTES; MOM CASKET, SHALL I. ORAINAGE BLOCXOUT ML ANTS AM GASKET Cam.. TM IcaRlmo,TS d R N s ALL MAM1aE SEC:w,a SNELL OMR. FLAT TOP 3' I.D. SCHEDULE 40 m DE REOMRD.Dn OF MN a -4Te VA RIES SEE NOTE 5 OWN (ABS OR PVC) CLASS "B" CLASS "A" MO APRIL %E .. OF STNOARD OPTIONAL SEE NOTE 4 r g AY ar. MAN. Na 012 J • PIPE W /COUPLING • >. aurzR aPENRO R. REamm. ,.. '��., SEE - I' BATTER �(.Q� 5 ' MIN NOT H NOTE 4 SIDEWALK ROAD r 1. 6 1 R'/• , d dI Maus DEUS NATIME MAMMAL - y" N% S S Be w E E 3 9MREMS RESTTAAII. OVER 'REM. TO ALLON R ��Y f 1 SE 12" As SPECIFIED yE,NT 14002 PCP IIII • : ' • MAX _ �1h \y \16:�Y ✓� \ O OREGON y 2 NATIVE TCP SOT. 6 30' MA% 10' MIN f 8• BASE COURSE •E+ 41) CUS‘ II s ar iE: aawACnw KIN TnFAasa a m ERCAVATKN RENEWAL DATE 12/31 /09 • RIMER CASKET PLAN snFACE ■INN 1e• OF RUBBER CASKET FLAT TOP snRBEa REINFORCEMENT 1. FOR USE ALONG MEDIANS. GUTTERS MAY RE REDUCED YAM PRIOR - _ aa OACna �NAOVE W1M USE EXISTING EXPANSION JOIN FROM APPROVAL FROM THE CITY ENGINEER. MNISSnm Re u ATO1uE EPRTN eO Z STANDARD MANHCE FLAT TOP OR SAWCUT AND 0 PLACE COLD 1' EXPOSURE REINFORCEMENT 9e' CO. r JOINT. 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. Ee BAR ARIXINO OUTSIDE Or OPENING I •-.1111111.'"I 3. EXPAN00N JOINTS: vii . . fe I. 0TAGCNALS DC. BOTH WAYS BOTH ES OF OPENING + ELEVATION B -B A TO BE PROVIDED: \ :', r .. Y V.78: / -: . 1) AT EACH POINT OF TANGENCY OF THE CURB. ,,.z�s4 1 2) AT EACH COLD JOINT. b Sy . ` 3 AT EACH SIDE OF WHET STRUCTURES. ' F2 . .•' +. •,• 0 4) AT EA CH END OF DRIVEWAYS. 3/4 ' - MST. ... �� • 1. 3 STREET . : " _ ` 4. CONTRACTION JOINTS 5) AT LOCATIONS NECESSARY TO UNIT SPAONG TO 45 FEET. PP E ZONE 4 1� PPE . - •, CC Z • I 6" a B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, Q • .. WITH A THICKNESS OF 1/2 INCH. . O 2'OF AGG REGATE • 0/ 4• -0 o e' g ,� . ° (3 / 4' -0 ") COMPACTED S. Q Q t- MW S11111111------2 A-A A SPACING 70 BE NOT MORE THAN 15 FEET. 4...i j . �.Sp . J p R ° S• Z LL.I -` - -- I NOTES: B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. PPE 0E00010 S I� �• • i P•• • • L. n O M10 PER 9. ••••''' .. .9.11, •4/t•O P/r. /:.N...R.-9!808, • r M°nAIM mNaaTC 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED 5. 'BASE ROCK 2 " -0 OR 3/4 -0, 95% COMPACTION, BASE ROCK SHAH BE TO 0!•!S! •••.l!`OSIA!'S 0!'I!'6i• •'' •: • `• , FROM CITY ENGINEER. SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH. WHICHEVER IS GREATER. MN. 9TABIELATKN: TO P1ASTAIONEAN F REWIRED 3a s 1/3 PPE OIL RMS 4' VN. fdl RVK SMA LL➢1 iXAX REWIRED TREND, I c (Y O n � Vi T O,1''n� a S • �' , j+ PPE a .. RM. .• M N F011 PVE N' ANO IARSR 9M{y eE SSPEWED 50 TEET NO P LA,E #'S.d��' E'!'t:d1„ ;&'Q= Tw= 4,'I 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI A 28 DAYS. u.a 0 MPLACEMENT 8. DRAIN BLOCKOUT - 3" DIAMETER PIPE: Of KCMG NATE. , T a 0 CC cTA (QR� ,p -�� PAaTm CASE 3. CURB JOINT SHALL BE TROWELED A MIN 1/2' RADIUS ALONG BACK Of CURB. A. J' 1.0. PIPE WITH COUPLING. NG. co Raa COUPLING. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB NOTE 4. EXPANSION A CONTRACTION JCINTS SHALL BE 1'2' PREVIOLDED ASPHALT IMPREGNATED SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN AND REPO:RED TO FULL DEPTH OF CURB. ALL COMPACTTION REQUIREMENTS PER MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0• PASHTO T.09 AND 000TUPVA SPEC Dam. O AND A MAXIMUM OF 3.0' FROM PROPERTY UNES. 5. 6" X 8" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. - V SHALLOW FLAT TOP - TRENCH BACKFILL MANHOLE Ckan\�ta Services ""°°" "°S`"` "°° " ° SCALE DETAILS • m C1e nWa�r Services p�NN OpAmC.T AG iTiR P. W MAS M mLavN OpA R OpT A4RG P. NOW • N•l "Nmiew•11• 610 REMSED 02 - N. 0le.10 • "N.a �� MODIFIED oNn xa •. PNa® OM NO IEMSED ,2 -m DRAWING NO. O.O - - I ,YR. DRIVE 143 ,oAro .. CURB & GUTTER 126 DRA ANC NO. 590 ° .••!'" MT 2001 ® STANDARD MANHOLE 411 NTS MODIFIED DRIVEWAY ® CURB & GUTTER 0 TRENCH BACKFILL • 4' POLYMER CONCRETE 3/4 R 6 �� EDGE VARIES TRENCH DRAIN RNISH GRADE AT GRATE r A _ I 2x END CAP - T 4' CONCRETE _ . :. • ••••. :.:. . .:. 1 INSTALL 2' - 3/4' -4 CRUSHED CONCRETE ENCASEMENT g • _ _ DRAINAGE BLOCKCUT !Y f- -.-.9 'Y•. .n' ROCK OVER 7' - 2' - .. COMPACT .gMPMP I LOW FLOW ` GRATE - - ^ r 3" I.D. I,D. SC HEDULE 40 I s TO 98X AASHTO T -99 1 + , 1 1 �:Ni"JlAj� - T �y,.ea9+iaa9 � r .� _4' P1'L DWV (ABS OR PVC) S k � ,,"�,• ; � C j rh' ��� COMPACTED SUBGRADE 0.50% SLOPE (MIN.) I PIPE 00 // • -- PIPE W/COUPUNG �`ii:%,v �:i :fr /.: i` (MIN.) �/� /. '� irr, �� • ' H 5. I INLET J PRIVATE SIDEWALK SECTION 'I SEE <'(A'DNJ o . W V O 16' L o , o :. • , A J I 4 . TRENCH DRAIN ELEVATION o 0 c ` SIDEWALK SECTION DEPTHVAAIES Q ® C Q J NT j O �c .. 4-I TRENCH ORA1N W - �4 �F.i]:. . CHANNEL 0 h-- 9' --.1 3 {2' i SE CTIONA -A COMMERCIAL - 1 l _ NOTES: CONCRETE INSTALL - . CRUSHED STALL - 3 4' - .=I 1 3 /4' A.C. PAVEMENT - CLASS C / - - 3/4' A.C. PAVEMENT - CLASS C 1. INSTALL REMOVABLE SLOTTED GRATE AT THE BEGINNING OF EACH PIPE RUN RD O( MR 7' - 2' - 9. COMPACT I -$A ..--g ' J� 4: .q ' TO 98X AAOR0 T - 99 - _ GREATER THAN 13'. INSTALL ONE GRATE EVERY 30' THEREAFTER. • '�'7�'!`,',:4(;:'2�i 2. TRENCH OPENING SHALL BE FREE OF ANY LOCKING DEVICE. ICE. NOTES: S ; slt ✓ COMPACTED SUB GRADE 3. INSTALL NO SOONER THAN 2 WEEKS BEFORE PLACEMENT OF HMAC. 4. PROVIDE TRENCH DRAIN WITH 3/4° OPENING EVERY 12' TO A DEPTH OF 2' BEFORE • AC DRIVEWAY SECTION FINAL WEARING COURSE SURFACE TO ALLOW WATER TO PASS FROM THE OPEN I. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY GRADED MATERIAL INTO THE TRENCH DRAIN (SEE SPECIAL PROVISIONS) OF THE CURB k AT OTHER LOCATIONS AS REQUIRED TO UMIT THE SPACING (AS REQUIRED PER TIGARD DESIGN STANDARDS. TO A MAXIMUM OF 20 FT. PAGE 10. AND CONDITIONS OF APPROVAL) OREGON DEPARTMENT OF TRANSPORTATION TRENCH DRAIN DETAIL 2. TRAVERSE EXPANSION MATERIAL TO BE PRE - MOLDED NON - EXTRUDED MATERIAL 0 A DRIVEWAY SECTION NTS WITH A MINUMUM THICKNESS OF 1/2'. NTS 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART - M _� � ` ` M WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. `u 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. -- SIDEWALK SECTION 3. Don Cushing Associates 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SEE D ETAIL THIS SHEET { C ivil Engineers AND MAX. OF 3 FEET FROM PROPERTY UNES. - t 1/Y A.C. PAVEMENT -CUSS C INSTALL 2' - ] /4 ' -. LEV27.BIO .2-"7 - - 1/2' A.C. PAVEMENT - CLASS 8 eA50 yR'Rdv..d lax AC DRIVEWAY SECTION R OCX OVF T' - Y - . BAY <q.. .v - :. . ;. 1. Ulm III -99 SEE DETAIL THIS SHEET g• ROCK, COMPACT TO Agra T -99 - N ' - Portland. 20 -71. V Clf.'S, : f , g,: A:Y ` (Sall ego- ?e+u J,v1Jv ` IA).'- ..1 Fvv (Sm)N20.v;I >.> * }, „ .hYCOMPACTED SUBGRADE MY cum ® AC DRIVEWAY SECTION tiNn P ( AS REWIRED PER TIGARD DESIGN STANDARDS. OATS: 8.10 PAGE 10. AND C ONDITIONS OF APPROVAL) • gnennee . No SOME STANDARD CURB . . . AOMSIIM P. wow SEE DE THI SHEET SCALE: AS NOTED a .R.m.. a"An,1n.T E AC SW BEVELAND RD SECTION •• •. N. AM 19° STANDARD CURB ma so. 0 CROSS SECTION ® MIS doe: eae oT4 MY 2001 art o• W NA.NR 125 0 NTS a.�.eA�1� ervITrt SHEET 0 STANDARD CURB NTS C7 08014 C7OFF.i.,OMp 1,2408 - PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL REVISIONS I i O • d a a• .. • 10-CP • .• / - RIG KT OF WAY . . • EASEMENT — pT�y. og TAN ALL 0003m HATEYM ' •• `r s , •. stANOMq CASs Bat NCH-9YaxR aeWT .-No I ::ii: 1NN3a163 a F%StnC G• R . 11' 1aR I srMOMro uu«olL WADE RING 01 fAn21T �il - i�� c' - two ! o I rd � / N∎ rOOfN GRADE \l .:`;.F ..'`'-,-71,V,\0i i '- - - I �' I i����� • :��• 4 \ 077 b c., • r ' `..`•• \ 0111.1 ni°IPEPUIG ee ' o ° 0 0 0 0 ` b g o0 g o � cr 0 0 / / .. ! ,...:.0.0.9. . ��� -0 - , • RENEWAL DATE 12 31 • ° , PROPERTY UNE I 0O ,ia � o ° 0 _ o o . . . __ T.. ,� . i . vacacE • 3/.•_0 r R A ' - o R O � T ° y o a 0 0 . N- YN. cu ucc • . � : , CZ 6 E MG W O 0 — $° 6 " O r aEA,.a, . e • i 4 4 0 � e Q O . s /.• - e . : ' 0 Guam K. 0 O%0 .... oDO0 o G'Sb t�00 oeO I' NX. away, � LbL`!1 ;�OO e�'.` O Ai 0 IIII ' - . N• - - :,�.:. NOME nE I. GR TO BE DONE ARFR ErVATIGN AIO ZOIE. OF ROI • Ii sm Dw wNC xn sw rDR PPE z0. zAasuE • O r wORTE D+CAVD W • 3/.• - t PLAS EP NE 3 /A , -O a Fusnc PPE DISTRICT IN CUSTOMER SDE CO � ? W co NOTE: I. CONCRETE ENCASE DOME Nit SECTION AND •S BEND i CONCRETE PIPE ELEVATION 2. STAND PPE 10 BE SASE 9ZE AS YAMUNE OP TO AND NCLUpNC r PPE • IMMUNE GREATER MAN B' SHALL HAVE A s' STANDPIPE . T —CUT STANDARD CLEANOUT aeanWate ;4Services A SPHALT DETAILS beanWae Des ' O0 aeml ®w 4 el•.r. RENSED +2 -CE 0•1 0011M11.4 le all U. .RA'MNG NO. 500 RENSED It -O6 • CRANING NO. 800 C Nfnal a ttnVall District , — � i / NSTALL A TiON R ) ! DETAIL 702 • • CD CD STANDARD CLEAN- U C8 1 -1/2' & 2' METER INSTALLATION C3 T- CUT ASPHALT DETAIL GENERAL NOTES B C 2 2 I13TCLVP7TER I•CONTEO1 MTORA.WATER5011.ICNS; FOluusC, OR 0071 S•0- .e47. x..GOR.'zGM. Mt :6771 •V OPCNING rAdG7GI tARIGGE. Ma (OCG) 7.63316. • 01/•LR sH TO 51 ANORPOOR 2) NITERS 10 EC W 0 C .w ajr MD SCV<1LAIn4a. (SCE NOTES 4431 P[R 31 Sim STRUC•URC ro EC MANUFAC, CP 114 INO+ Stet PLATE. L +V I:En 00.0 ,4071 RLOe11RE121 MT Cf DROP Inc TO OURLT. ISLTy NOT GE LMER 001... ..“.. 10 L E C ATLI r ANp in4I PIMNGroBEY eV EOpNC[R I20 PRONG2 AOO.^N'RA01 CR •'•� • OKLN ' .+ 3 :H' 5) 0 .:r [[YIPPED WIN 4 INCH or rwaM..n o LONG 5iDtl PGR ONCE m• AMC .L= NO CAW MNa stwamo OOUTLET W9R'WALL i .' (�'•,•:_ ` � vA 1' ,� � f TUO 9O NQIESN OMMErtRMMYWYM1Lf UE SEC I3 ,0r N OMMETER COAOCCnCN 2'WCTC. rpm • Cal ec MAD[ RATI COL CRETE COLLAR WMRH.iCR 1e• Max a'.l 3'e' C) FOR I.20 RACING. CONCRETE 0341& C tD5URL0.OL`IO COLLAR V.rN DLM1P' (21 P. c - ilr L1G WAD TO 2 -3 f /1 O OVO0 e' CONIn.ao V J 71 .[RS la cun a IL•aUM MNA ROIML[. REM TO MORMON AND 4NNTCEIV:CC CUapllRJ' FOR MORE 1 _'. 15 / A I- CARTRIDGE CATCHBASIN RDATA Q L :` I A s7R,1CTAR OUEN 5NO Q 511. WM! _ " ` - , " :1.. — M , 1 MI LT Sn 1B PEE N51 WATER WWTI•"ROW We WO AJn OTTE54MU EENO P[AR M1OIV RAii (<I .hl Rn . °[[NOTtl44Sl N..,_, 111 MAN P[RIOD OPr.MCHON 7.5 ) 7.2 Ion ,• CARTOCG[M1OW MRIIS OR , .M n Y •'C •. � Ia. I.PICEIICR..x RIM e2'I .A'CN P. RRLTL E. = 2 OUTLET PIM YEE. OR 1; O PPE .E OIAMreR kW C• PE DATA! iaLr sve �REO✓CRO!G cAAS 1- CARTRIDGE CATCHBASIN - SECTION VIEW O8 cvr sne n.., to p[[ NOTE 4 (G 445 Z Cede GLRATION G. 40125 4451 OURZT OUTLET 1- CARTRIDGE CATCHBASIN - PLAN VIEW O 1-.12 �RCer, 1 yOPCJ UD rG3';O • l.P'NK. [ 3045 COVER TEEANO ••O ACLns COVER __ __• cr-c OP .) io:r -Prf.L REOUA[VORS. LILT GRAM 0,,,,., (' 3 1? 7 'Al I Par GRAM .4: COVER E IRR i � 7 Ni CDNCR n_ OC4AR 3., II CO r Artn • MALE' TVS .o -5111 \� 3TORA,LIER 111111111111 ..1...--:44:: w r.• O R ,CRT I o - .. e.... ; - nycewi Don Cushing Associates FEZ: 0 4 1 01. a`71 y TRI D GE II" • • nLAAa/• ACS I (2{1 NOTE 27 1 1111111 1 +p ��i « • Civil Engineer wcSx W[RWAU 111111111 IIE ..A.. `- ` _ T 6650 Su' Rah'a Lane • Suite 235 Pordand. OR 97124 LI — gip 1- CARTRIDGE CATCHBASIN - SECTION VIEW C (507) 620- A ....,� •:1 Fax: (5031620-27 P. I . 2 r.• r.. a 4rnlg lZi -Ban . Darya e1 1.1yD[ RIY Ixyee UV „ , 1- CARTRIDGE CATCHBASIN •SECTION VIEW O M i _ OUT9C m1 ..i can 1 w 1 - CARTRIDGE CATCHBASIN -TOP VIEW 1 ` . ` 33 . :• , O DATE: 8-1608 . 03000 CCxiePl szwmNS Swamp .`O M1.17,3 ma OXOZ CCNT[LH ZamW.aP 3nhAbrrl . ..1,1, ,..41 ORE. CCNTECN....vsci. . • . . ' : .ao n,nnf �� . . 08 � i .LSsl7• ...... /� V /�(�x A E CH` STEEL CATCHBASIN STORMFILTER = SCALE AS NOTED 08 i RL !7 STEEL CATCHBASIN STORMFILTER CON TECH EC STEEL CATCHBASIN STORMFILTER 4 � PLAN AND SECTION VIEWS 1 �� SECTION VIEWS 2 TOP VIEW, NOTES AND DATA 3 JOB: 008.014 f 5 _ ' STANDARD DETAIL - I CARTRIDGE UNIT N O g_ STANDARD DETAIL - 1 CART UNR STANDARD DETAIL - I CARTRIDGE UNIT p 0m 1mr 001 °IM0 MI°° "° .e....s....•m, wn1, +m 1.c.uw Iral t •tam. ja ...M. Ia.0ma. u ...q.....a.. ,a441 Ir•..a® 10,44..,a. Iow m.4a ................. an1aa perm wo.. IPU«w.®.,.an IOM...a 1«nm.n0 SHEET �r--{� C8 ® WATER QUALITY CATCH BASIN PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL 0e75. C8 deals dug ,awe REVISIONS • Newer.2.lbmmn I7B ®W ROTS PO1N101f'LL� - Fan•ppre 10% Iv 4Mrga12 m omit. vd Abeva l2 m mil &not 150n1a MU from) LP•oee�eddeas.mE..dmYi+pea: h ro hove m� d Nits d nnp on. PRO a33% h+ar6rp e.eo.m 10.3.12 m ode bee a 0.m d mile ma p.amm ea,. soave. n+. Dm.. ow as Wean n Moo e•1. tb.dlmnb N..., ram. Lm a Plow ohm.&W • NOTES: Ayl I N O .p m . I a m mil /'•'T.q t aa...n mm cap. Wad.. norm b ro.u.�.1.m�pddsro.A ; : i: . ;; ; :: veto pb e'0 t ea.sor•o tMneto.e12.23.10%12 ..0 N. 0150 na.r+u% 12.mn reo d L 082 i >:> I ,, ._ , �. nem WO ..lave n...dpnnm.1®.alemn..in. 1. Locate stop line 4 ft (mina) to 30 R ;: ¢ . :; ?",' " � `" j ' ' ` ° " � •� 17 ft ° max medvance o /the nearest marked ,,w.:-._. •'"' �c� \� � Atbr.O.0mom potato rot d ...nowt. swans& 9.01000 amb Nem. ° crosswalk or, if no marked crosswalk �Y•' " >r ? :if;:E>i' ' , 0, OAECO N in back of the extended f line. ° �5a.aa.ea.m.rmnr 0 7. V Verify �.:. a�►r `1",":"""'",..."`"'. ry o... e3.w.dl. ve.n...0.�1 %.arm fog V �•'•' "a. fJ •OQ os.m ie. t • e sight distance and truck fuming movements. �� � � CU S 41 in ° A 1....772 m�� te..am NmeA PARALLEL SIDEW RAMP DETA aem.vNro eOrasnewamae ula OWe roPPawAACRW R.P.S OR20 -68 l 2. Locate crosswalks as p er w heelhi car tint P Vltava 0 Mom. . Pore:.'..3.0my. amp t m ato 7 Aap.drmro eg a. cut croon (26 In min.) I ORZO -60 o ra ea m� rim'aOt m.e.ewdear � RENEWAL DATE 12/31/09 8 ramp locations or 5 ft back of extended PERPENDICULAR SIDEWALK RAMP DETAIL faille p kp •° •D fog line edge of pavement. or curb face. Nee or Confi,.a 70.170.01' 0L'p v S Pre. wmnds;se...o a weep smrw.e ywPfm M ' Iro am. t...ro ° en. id. 'aanpavael G2Emnec2 �.... 3 00 WOW,.mu dro lie N a l.inb to eon ero ram mil. a it epee.. 3. Removal o/ existing striping Is to be R a:e . n - determined in the field and is considered E OW. tiECRON B-B 0. Toed nnb o* rwn.om sbean wlp.a0•r.. nw WHEEL STOP A incidental wok Pavement markings and ptp Maar 9EOToNBs WITHMONamUCCURBas= MALI< ICU amour«and.. •nno.fnD..n.. . • P1 striping shall be removed per the project € '± N p t:o Or" �""""`' +1. AI dn.�•.. no nrm..n•. Wm.. nom& m....--- (I)? ) i ° r A. � - Lad70UNa. ° ° � Special Provisions. p I,,,- 800 1� Amru 04 ". n • 36 In ° 4. All pavement marking materials shall $ 9ECfx3N A / �� AA • r <i< a 'a '.:« .. . .. 9 tTl be installed as per section 021140 of the WRH MONCLTHIC CURB a SIDEWALK / �"'!^� ft ( 24 in e ° . Oregon Standard Specifications. �� C 4 in s r I2m N'vm •� . •oQ min.) ° 5. All paint and pavement markings shall re. rraN last r an npaum Iomu.. - �"' ��� tsDe ae.. NmoA 2 ft Stripes ' !•`'';:•µ " Painted a .....L)@'' � ` ; ` /1/ be from the ODOT Qualified Products listing. d BM Mr - /� or n ertl 12 mwe. 1eAtomn. A��/ ----7-- ®`rrQ Q 6 . F or d e t ails not shown see remaining TM500 O 1 e 1n" Ie 1. .arros+xner. - a.wSSOItb Tom. ° e e 7 daN.°d...I. . de 9...I Z ° series o /the Oregon Standard Drawings. ' r , PERPENDICULAR SIDE RAMP w r aopl«0Iro 0 • • ° WITH SINGLE FLARE DETAIL • ° 7. lcrosswalk must be tate Traffic � : ° ns are show ` . N 8 ft 44 izm avement. Some �� �_ DPI '� I.._ p oD sECrgi MA my ' tt��••�� iie�' stripes require lane markings to be COMBINATION SIDEWALK RAMP DETAIL xxS�-I �•- �� •9..1 3 • onset from the lane line. Lana marking a +l frLltyvvps m ron A SECTI A w1 Pr�'een WfIH MONOLrtN G278 a S' OEWAix FIA � • w•• • ° dimension location at ¢ of striping e.av 0em _i WITh MONOLMilo aNa & SIOEWALX -•,. 0 . unless noted otherwise. o- ii I Mea I \ • -'i tr m WPC d tlosome,•ea `"� °'" ax n. ....ew.am...+.•.. DISABLED PARKING DETAIL a � �� I T T ; ... a ol•.e�'� OR 0ONB7AND 0RA, GS �� �� RR . 28 - • r I- SIDEWALK RAMP DETAILS 2x2.2 F- ondavamas. browaga. ....,./...-.-......4 PM dome . . 2002 S SECTION C-0 SECTION C-C ti GOY. .dnua..a.p. O WITH MONO1JTHIC CURB a510EWALN � m.•...........m. • 11iA1 DOTAL ILWPTEYN+E PATtBW z no oa nzra1. mow.:. OFTA l DUAL RD755 O DISABLED PARKING DETAIL ® ADA RAMPS DETAILS C9 ' J Pavx• 30• are P N B.ad. - -- . ' . - . S. Ai. file « co ni Paver an.0 ed. . • �/ sQ/. R r%idN I... . .. _. _._.. I -- 1S Ivy %'e�Ia...wGI./ d0 .... ... -- 1 u ptAY° Gamer end .. .. P,L er.r.t. 5000 W a5 OW I.. t rive t R• da. • 2a• VDT: %• aSTY 9.)6 1 I ra ;.,dip - '' 0 9 «e rive +. w. «rot+ carp rota J mr2M i b.v ew'411.4 C Y/ •a1a .eMA.. ..... Plan .. .. f A�10 •3a trot .�� %• mm . q .% lie :cte�r."tvam - - I a.m aide .rd .r approved ''• !, I ti �pevIn n0 A.10. WO tonal. S .. DV • I I I PI on Side I I I m/. • do.. :Ye tr.o.r r .sisr.n Bose Plate fenianr pr Me. maul Sp. 5569. R 1 l9. mus o- Poo. eltn 2In apve.•d I xd. r . I••a• • I s 0.0011 latllr find Srm1«t to r. . n*r. ° r• ...d. m 00.00 mrtr rlo Cllr i n g i r.vannmr and ro u�Y u w.Dt •dn0an. _ emu, 1200 of Oat on. r•Weror.. dD __ - ..loot. Ot Pinar Point 0.501 ea: e . ron oo .pan.. oe.r pe • - "!r "':: ;,�' t : + oDO.a r Coi using aSid Oi]56 -951 aner t . - _..- .. .. . •`: i;' ,�', � : i `,ii `= ,t,,;� ,,; -iti:�` .rm 1... Prmd re er.S «. rm evo y .• epr.iet• aria. rx• ¢'- s a . «r nw r a�..D Don Cushins Associates . ..w x Peet free den « Civil En;Ineers porting 4 p m cut ea:r• « O p wit .den Ill e. ICU melds f .550 SW Redwood Lane d ` Op.Daet.e .tired. .1 son. « ao «wove spite _35 Portland. OR 913:-' 1•aa. s x.• «ee Ityd Fu P.C. eor+v.t. ammo pd ae 0021 1n Hitching Post Bike Rock 0vw..m -7934 nw u• I a- l2 Surface Mounted LongItudinel See Hon Cross Sect Ion 000.. r • P.O DATE: 8.10.08 _ . .. SCALE: AS NOTED • JOB: #06-014 Q =POW MI macro roam SHEET O BIKE RACK DETAIL C9 memo p ae u•.dwy 324a PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL REVISIONS t - : _ [... -----k- \i/ vt • fo �) C ' ,� /� -- - - - - -- - i ` GRAPHIC SCAL N FEET) 1 �`�� 777 r 01 ® SCALE: V-10' 7 1 �i 1 . :7 I ,, ♦ ♦♦ +• ) lir Wit ii ED 0 1 CI D C 1 I r 1 DEMOLITION AND REMOVAL N TREE IDENTIFICATION Z 't' / 1 I I 1 REMOVE TREE COMMON NAME CODE SCIENTIFIC NAME Eu 1 T EXISTI WHITE BIR WB Betula p ^ / BUILDING I - _ O2 I REMOVE EXISTING PAVEMENT ENGUSH NY El Heciera he161 m y.� / AUSTRIAN PINE AP Plaus nigra I - - SHORE PINE SP Pfnus contorts 1 1 O i , DEMOLITION EXISTING CURB AND GUTTER m 0) •Q SH CEDAR DO Cedrus deodera _. e > P r 1 P LUM P A Malus Prunus species 3 . OJ � , w • fri, � /r TREE INVENTO D J / ; RY i I / — i j — m / 1 TAG A SPECIES DBH CONDITION REMARKS REMOVE 1 / ' 0 2 SP DEAD FELL OVER IN WIND STORM X r• 13• 11� ry ) 4 SP 9 FAIR POOR 3 STEMS, 1 BASE, BEETLES X • i /qr .1.1..bi DEC ) 1`1` P 1 LEGEND 6 Ap 2p POOR ENGUSH NY X WB / '� 6• �, W 1 2 F PN X RA 2 STEMS, 1 BASE, INSECTS X 7 I TREE TO BE REMOVED B WB 14 FAIR X 1 a 0j / DEC * �� 4C0A,F. 9 WB 16 FAIR X 1 10 DO 27 F AI R DEC .` �` ' 1. 13 P 9 POOR DISEASED ' 2 STEMS I BASE X 11 WB 17 FAIR , D EC 1 FAIR E ///C .) - Al DISPOSE 14 DO 28 FAIR j n • 1 `� / � , F / /:"L • D POSE OF ALL MATERIALS IN APPROVED Q ♦, OFF SITE FACILITIES. L 1 '•/:/,[., • 1 4.1:.., 1 TREE PROTECTION FENCE DAVID D. HUNTER C Q r ) !r� EC CO ASCA REGISTERED CONSULTING AABORIST #408 O I DEC 19 ' I �: i ISA CERTIFlED ARBORIST #PN -106BA �li �ti �N:� DEC j �0. 24• PNW ISA CERTIFIED TREE RISK ASSESSOR #0150 11 . 0 •fC r °I& • ## PROFESSIONAL FORESTER W *••� PO BOX 324 O 1 DEC k. 15. Q •• /� FOREST GROVE, OR 97116 t -� . w _ ;'t 10 1 CELL•503-319 -0380 I ( � O ,' r r. ;: r . y O 1 FAX A D 992 -0169 W ms :,� :3; ,. J EA4A1L' DOHUNTERARBORISTpAOLCOM -- — �� �il )� �J •.1.•u:n n . 1 / to, - .,,...: — /^� C ONE • -- _ ®® , , •us n aru.rnu run V -" ` A , ..11'7-..i1‘..'..%;.'-• / \ CI I P� �/� `/ \ `` CONF © CO/VF F r 1 m m ::. 1 t in ii �� :�: M g --_� �i� i� ' "" "` e lm R an SIX (5-111 tool HIGH CHAIN LlacFENCES r� 'r ', „ �i a® . or � CC4 — re" ^ - _ _ AROUND TREE PE'R6EIERS AT ORF lYff PPoOR TO ANY s � i /\ � � Don Cashin Associates \ `, -�_ t CONSTRUCTIDN ACIMIFS CN STE FD103 ARE TO BE Civil Engineers m / � �ir � / ,0 - �:� YNOUNS CN 2 NCiI OIAIEtER GALVANIZED WON POSTS. C aesoswaan LIM REFER TO SHEET C2 /� ��� /� " __ MIA, - ♦� 11RMN. N10 7HE IRgMD 10 A DEPIN Cf AT LEISf s•.:3s CO V - _� �� SPACING. R a num. OR 9722, IMPROVE M STREET ��.��� '�� /j %% n �� —� 2 -FEE AT NO MORE 10 FOOT SPA F,.:ISOn n:aml SS _IMPROVEMENT -�_ ��'�� "I - � •..o,mioe�sr.,,• • —I _ — .. SS r Ira DATE 8-10-08 .SS I • 1 00� SS - .. - SCALE: AS NOTED NTS JOB: #o -o • — _�� SS 1 — TREE PROTECTION FENCE DETAIL - 7 _ SS SweEVE OAD _ ss� \�_ss p E ,�a.....mm War • • -SS C10 h ` _6L tb PUBLIC FACILITY IMPROVEMENT PERMIT SUBMITTAL 06014 C10 UMO end rernoveLaa9 1/1409