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9785 SW SHADY LANE-2 � r R ,r ,qq t e 4 i t� 4- i. ,I 1, .. ..., ,.. ...:...w.w,�,.�>.:� ..<��yar�ai.:+ri11rwANwe•`i^wz+''•..-.www.urau.....-s,9- a:�•-w.;ar.+rrn'.�. do w LDC PROJECT SITE way / • - \ N O ag H � W � 04 RAVp Z CrTY OF ""AR OREGON O z , Z CAD / — u ` a Q cy) u') � s � DRAWINGS V --� D S ' —4-- n 00200 I � \ � \ `•� � r pmgrm ��••' _ �- � ?. COVER SHEET, VICINITY MAP, INDEX Or DRAWINGS C)* r---1 `--� �� �`L asw.. ��_ r 2. EXISTING CONDITIONS PLAN ' �_ 3. DEMOLITION PLAN & SITE PLA(` �--� -r- - ---.- 4. PUR-LIC IMPROVEI,AENTS PLAN --- \ y ( �- I I - - 5. EROSION CONTROL PLAN `1 Z ---� iWa ! 'R r�-i' �-- _ = 6. PUBLIC IMPROVEMENTS CONSTRUCTION DETAILS & SPECIFICATIONS - z O Q -) C� Squrlre _�___.._._� _ 1 7. CONSTRUCTION DETAILS & SPECIFICATIONS O Q r-"' 8. CONSTRUCTION DETAILS & SPECIFICATIONS of m o SW SHADY LANE i -1� _ 9. LANDSCAPE PLAN M 1714 O O i A i _ �►- - � 10. LANDSCAPE CONSTRUCTION DETAILS AND SPECIFICATIONS m < ) Q z �-- - - _ - •---s' - - - - - - - -- - - - - — - - - - - - - - - I n 00700 1-c � � ' _. ' _ I 1SIN PFAFFLE � I � q TL 01100 1 Tina LOCATION MAP � _ - NOT TO SCALE VICINITY MAP z NOT TO SCALE LLJ W Q Q CD { (7 Cr \ BENCH MARK INFORMATION LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION): w Z O �` ' - o _ THE CONTRACTOR MUST COMPLY WITH PIE REGULATIONS OF U.R S. 757.541 TO 757.571 ULj IN LOCATION AND PROTECTION OF UNDERGROUND UTILITIES. OREGON LAW REQUIRES YOU .+ � TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER iHOSE RULES Z ARE SET FORTH IN OAR 952'-001 -OCIO THROUGH OAR 952-001-0090, YOU MAY OBTAIN ` COPIES OF THE RULES BY CALLING THE CENTER. MSI U Z • REVISION DATE SHEETS ` i R PROJECT INFORMATION SITE INFORMATION w ;! Z a ' x Ln T NOTE TO CONTRACTOR. APPLICAN f STAN NCRED PARCEL SIZE: 19,166 SO FT. (.44 AC) C7 o Y m 90496 HWY 99 NORTH, SUIT: >` a z w o TIGARD, OREGON 97402 LAND—USE DISTRICT: MIXED USE COMMERCIAL (MUC) C '� > a n� a OV (541)231-1944 N C ; o n a g THE EXISTENCE AND LOCATION (1F ANY UNDERGROUND UTILITIES OR STRUCTURES LEGAL DESCRIPTION TAX MAP 1S1358G, TAX LOT 00200 IDI U) z 6 w " i I SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLF RECORDS. TO OWNER: STAN NCGRED CITY OF TIGARD, OREGON THE BEST OF OUR KNOWLEDGE-, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE _ p� SHOW74 ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE 0AJE pRECAU ZONARYJ � O MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CIDNTRACTOR APPLICANT'S LDC DESIGN GROUP PROPERTY ADDRESS: 9785 SW SHADY LANE h = FURTHER ASSUMf.S All LIABILITY AND RESPONSIBILITY FOR THE UT!L+T`/ PiPES, CONDUITS REPRESENTATIVE: 20085 NW TANASBOURNE DRIVE CITY OF PORTLAND, OREGON OREGON 97124 � a � y OR STRUCTURES SHO/M OR NOT SHOWN ON THESE DRAWINGS NILLSBORO, a ED MURPHY, AICP, PROJECT PLANNER SANT IARv SEWER CITY OF TIGARD (503) 858-4242 O 0 E �� THE CONTRACTOR AGREES THAT KE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITvS�F?RM SEWER: CLEAN WATER SERVICES 01 o FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTR'�iCTION OF THIS PROJECT• rmurphye0acdesign com a o, INCLUDNG,,'SAFETY OF ALI, PERSONS AND PRt;PERTY, THAT NIS SHALL APPLY CONTINUOUSLY © Z AND NOT l. LIMITED TO NORMAN. WORKING HOURS: AND THAT THE CONTRACTOR SHALL PROPOSED RLNOVATION OF AN EXISTING 2,000 SO FT _LEL RIC PORTLAND GENERAL ELECTRIC C� DEFEN0. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL DEVELOPMENT COMMERCIAL BUILDING FOR RETAIL SALES �� VI c LIABILITY, REAL OR ALLF-GEO, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS OF PLAYGROUND EOUIPMENT WITH GAS NW NATLRAL GAS p o r- PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF NE OWNER OR THE APPROXIMATELY 8,000 SO. FT CF OUTDOOR ;WATER• TUALATIN VALLEY WATER DISTRICT ENGINEER RECREATION AREA FOR USE BY THE GENERAL PUBLIC ON A FEE BASIS. i CONTRACTOR 'SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL FIRE: TUALATIN VALLEY FIRE dt RESCUE a DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK ,;-ARKS CITY OF TIGARD CITY'OFTIGARD INVa.�4A _i1 �c t� `W l+I,,,la Ai11wbeNr:ja 2. _ P s s L^j °s BirOL&L L!c0 T 0937,001 p CL r �r ii I . 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'►'I,-li( 42ll. 11� 2 Ii11�1 1r O a ; •7 ' 5.:.,iA•ja .4� ,.� ,��: ,..... - J,':Y 1, h ,r. 4. i .y , - <, g • j 2 a ,i � . :urr.•.t.wmW..arraorolmu.« •�_w...ow+a.,..w:.,..,:-._ - ..r.W::larlli -.,•••_..,•,"-n•••�tlllYi�l�l■1�IY�41.. ... .. .. . t EXISTING UTILITY KEY N u - - .i -- ELECTRaCAL UNE / u ' ars--■w— OVERHEAD VOR LINE � - _ .•• u>, `\—"us— GAS LINE •� S i1N N r .■s—.■■- SANITARY SEWR UNEpUrH.9QV +/ NQ ph.-R A r` T,,„, r, �, ■■rt--■■1-- STORM DRAIN LINE Mp O !7 / WATER UNE /� Z ' ® WATER METER/SERVICE W D► o s (s i k�l p, T7 FIRE H 1 DR AN T J �/ [� � u STORM ORAIN MANHOLELZ L / CATCH BASIN ` N = , V r SANITARY SE'MER MANHOLE y CLEAN CN T I L4H 7 POLE / • ' UTILITY VOLE • ; _ 1 04 p' • PROPERTY _.� _ 0 100 W c� TREE (TV / / AIR CON01 MMING UNIT LL �IANC PLOQO UGHT / SIGN POLE Q m \ - • --- - - - - _ ---- -- - m 3 u I` QcrZ co F �y 1, • ♦ ,,�� METERa OF SUPE X a' ZEXTRUDED CUM u Q 1 ff00 INCLIGHTINGrR EA NES U1111 III! EAVES ? 2000 SF. Gi.A - , : t 1 CONCRE.tf _ • .� . a�!iNta • fl ,. , ` • f CONCRETE, AT f_UO E � j _ -----" fZ CHAIN—LINK ASPHALT .----A& —• OF fFUCET TOP COMCRm Ci` T PROPERTY AT , (e) DQSTW NIGHTS ( YP. C1EAM-OUT UNDER CANOPY — j p(TRI m CURS OPQ / I ' CANOPY COUA& ? '( ONERHEAO 1 I _ - 0 a CANOPY Z CRAM!-t= FEM EASPHALT CURB L 80OTH -- 1 - (— r \ CATCH BASH \ ! Co�1E 4 '�...---_ __. V) \ / \k 1 CATCH 8AMM x fLAJ / UOSTNG LICHTPOVER POLE C) -may. STREET SIGN - ( _ .<_ -- ._ _ _ • OR1v�wAY APRON . �—' FREESTANDING POLE SIGNg �AWA(1'x1T�PROPOtTY fp ( SHADY LME R.O.■ — — i -- _.. QIkB DRMWA APRON cri C011CwEX SIpEWALK OOML�E1E�fDEwAIK en L °' • •o L 1' HATER 11r 7 <<yy — :ti s § 4 �s OVEWEAD POLAR 111E "` C`� c C4 t E1LINE cc t KCNAL 7 o 0 �AP��' �;: r •. .. � SW SHADY LANE N Z / 12' MATER LRE 12" STORK DRAIN UW +4�. x^ ` SD----►Si �_ yST' __ j i XSD — SDD )D 04 c GAS GA'_ - � GAS -- [. -- u' - -- - GAa G4 GA; - G '" y �' ,.•.It -` rS / .I - ---`--- _..,—. i!]�_. f . -._-- • - .. - -- . • r —'-_- e X1/- GAS N —� yV _"-x V .r, • - _-. ,y _._ ,:• Z 'n YL i . ..wrr rr ••r�r r r r11�i�y�1■�1 a� r +w ... w ' w -- Ln .il■. . �. . 'y�r 4 1 Q1 Fw. J HTORANT O/ op .i I � OS37.001 r; 0 10 40 EXISTING CONDITIONS PLAN _ -- - _ I - > 2 > cr io -- 1 inch = 20 ft. ' O. sa %IfT MKS !'TXt E>QST*IG ,, UGHT1lC Ct�1�1110tVS � - SHEET NAtlrt REV." XCQN � �.'t s4, l911'!!11 ?!l1,ly}T "+{INlI{lN�1!{Sll{{! IIN'!11! IflT hl! 1111 INt 1141 il{I dl1�{II! 1!!1 1!!i !11! 11!! iN{ iii I LIN Ilii 011{ '2 {{ I { iI i. I ! f ! { n 9 + iLEt�1�.Rl/s1'I!� Io+.�.' �. I 1 iO 1 1 1;1! !�I ! r ! 1;1 1a �b 1 a� 2a � 2-s 2e 2•r 2e 29 3O _._ , a j r.« r 1. , r ` /r / CV 4 L J CG, C" op 0 0 it ' oto ' o /. O N / EXISTI IG TREE (TYP) Z �+ / Lj COVE71fiD 9KE RACK - 2 SPACES °a• � '� � r EXISTING SICK 2.(SEE DETAIL SHEET 7) REFUSE/RECYCI"•IG u) cm W 4 �\ _ • \ l 3-FOOT HIGH WOOD BAFFLE _ APPROX. BOTTOM// FTOSTNG SHALT I - TO SCREEN GAS METER, BY OWiER, O OF SLOPE ,' PICNIC AREA (SHAW' O CLOTH A WATER + + ♦ ;FEATURE, BY OIIINER,; - E4STNG SEPTIC ( to Li.J I•- • +/ NEW ADA RAMP j CLEAN—OUT i Y Z 4 0 �+ SALVAGE. AND Z) J 1 F ' � I � 0� � �'� FAWN CURB _ EXISTING DRIHKNC EXISTIN(z��NG �- � / REUSE ON-Sl �...__-�.. Q- y (SEE SHEET 6) FOUNTAIN 2000 S.F. G.F.A. I Q (y, X IF FEASBLE L I r V ` moi? WIDENED CURB Q J� / (SEE DETAIL 9, • - EXISTING CONCRETE a- W �\ SHEET 7 CURB/PAVNG ` TE "Z i I �. ! NEW CONCREPAVMIG PEDESTRIAN ACCESS • d rKk' �l (SEE DETAIL 7, SWEET 7) t STRIPING O < f:n _ � NEW 35' GATE ---- - m E M co a ,..• _ _ _ _ _ _ NEw EXTRUDED CURB; PROVIDE r- LOCATE DISABLED PARKING Z 2'-4' SCUPPERS, 36' O.C,, c SIGN ON FENCE (n T11Rp(N;H BOTTOM OF CURB � ` (SCT. DETAIL Q M In AIL 4, SHEET 8) � Z 00 PRIOR TO DRAINAGE COMPOSITEM15TALLATIOIr, _ / FILL WITH at mcmES COMPACTED GRRVEL AOA RAMP Q vt �® RDIOVf CURB (R 1RG TO FLUSH WITH ADJACENT ASPHALT "� f (SEE SHEET $) 1 7'-- / REMOVE CURE!; ROAD R.0 ` f` SAL.'nG: .W0 EX. CONCRETE CURB: �, NEW CURB (TYP. ( PROPERTY X REUSE ON-SITE, I * INSTALL 1-3/4' 111ICK PLAYFALL ( I I UNE (TYP.) v Q --------- IF FEASIBLE I - �._ _ - SEE DETAIL S. AMR SAFETY SURFWNG TILES I SHEET 7) � � % Q I~ + NFW CURB (SIE PER MFR'S SPECInCATKWS: �- - __ �. PRE--FABRICATED RM. VE SOIL TO 4 M1(HES �— ----- I DETAIL 5. SHEET 7) C"S AND DETAILIK BY OWINETT EXISTING 'os 18.5' CONC. WHEEL STOP (TYP.) BELOW ADJACENT ASPHALT I 1 . EX OVERF:EAD • ASPFIALT� PROPERTY UNE ( COMPOSITE AND ENGINEERED CANOPY' - A SECTION A (4) COMPACT PARKING SPACES WOOD F1BfP 9URFACWr EX. BOOTH Tom_(SEE SHEET 7) - MF STREET TREES b' MIN. DEPTH (ALLOW ADDITIONAL PLAY I ROAM FEWCE TO (- ...----____ j/ REST F4OPERTY UNE ( PLAN. SH ETA I) ^' ( DETAIL )EET 7) FOR SAFETY PUITPMS) ` . I } REMOVE � � � � / 7 6' 26' � PNKCT 00STe116 TOREES v NEW 4' FENCE; PEDESTRIAN ACCESS /� � i- REMOVE & REPLACE CATCH BASIN REMOVE .ENCE TO CONFECT TO E\ISTING STRIPING - -_- co C (SFE DETAIL 1. SHEET 7) NEW S' (IM SPECFICAWINS, SLEET ID) - EAST PROPERTY UNE ! (Sri. DETAIL 3, SHEET 7) U1DE GATES (2) Q I *--16.6 CONTRACTOR TO DETERMINE LOCATION •—. �..�■_....._*� Q ADA RAMP OF EXISTING STORM DRAIN LINE) Z PROTECT VEGETATION NEW iIr WADE AC'CE°S CURB -- I Rta1011E SKIN POSTS REMOVE SOIL TO DEPTH ON ADJAC84T PROPERTY (SEE SHEET e) C AND fWTNGS - -----..__. . PROJECTED �� (SES DETAIL 8, -K-IT \ \ ( Q \ ADEQUATE FOR NSTA�LATION GREEHBURG NEW Ca1RB (� I wsloa CLEARANCE CL REMOVE CURB OF NEW PAVING (SEE DETAIiS) .,\ ROAD R.O.w (SEE SET , $++ae: 7) 3 / NEW CuFm (TYP,) C \ /—� (SEE OE,All S. A _ W �— • 5 i ,,,,.SHE T 7)AMRX r!, \ REMOVk CI1RB • ,�---22.5' tlfW ASPHALT J , •�`� ,. RQ+oVE AYMAI T ! BASE - WL:M AND DEWS TO DEATH OF 12' BA E 4-16.4 -- �—--------- 113.5 -'-- - FR(1M Rlf;'11T-OF-WAY REIWO% CONCRETE - REMOVE ASPHALT BASE r. ADJACENT PCAN'ING BED GRADE - -- -- ?4` _-_-.----__..-�----'--__"..-- EXISTING DRIVEWAY -:• DRIVEWAY IRON TO DEPTH .F" 12' BUD* NEW CONCRETE CURB k SIDEWALK --� -'^- 160 +�- --- -----.--- __- _._--- --� APRON TO Rf MAIN w NEW STREET TREES ' I_ G REMOVE PLANT MA ' O� CONCRETE ADJACENT PLANTING KD GRADE (SEE PUBEIC IMPROVEMENTS ;S� PUPUC rWPNOVEMENTS NEW CONCRETE DRIVEWAY APRON FROM THIS AREA CURB At SIDEwAIX PLAN. SHEET 4) ) NEW CONCRETE SH PORTKN (SEE PUBLIC PLAN, SHEET 4oRusmo IMPROVEMENTS PLAN, SHEET 4) J' SW SHADY LANE ' (pJ' s -j Q_ o u �' LL z In x1 1}e•• 20 p 10 28 40 20 0 10 20 K Q' T1 DEMOLITION PLAN SITE. PLAN I inch - 20 ft. - NOTE, I inch = 20 (t. CL 01. 0*WER IS RESPONSIBLE FOR LOCATION AND INSTALLATION OF PLAY EQ NPMENT AND FALL. ZONES, TO MANUFACTURER'S SPEC11ICATIONS. E 2. REMOVE WEED GROWTH AND DEBRIS FROM ASPHALT AND CONCRETE fV AREAS. 1 3 PA". /REPAIR ALL CRACKS, HOLES, DEPRESSIONS. ETC. IN ASPHALT AND CONCRETE. N 4• APPLY FINAL TACT(-COAT OVER ALL ASPHALT AREAS WHICH WILL. NOT TO L a ;'OVERED BY W000 FIBER SURFACING. v 5. ENSURE Pl)SITIVE DRAINAGE ON ALL IMPERVIOUS SURFACING. 0 37.001 2 . r O 3r>> OF 10 SHEETNAME: REVISIQN f SITZ E .. ,.r..�.,....... , ,,. .,aea'.:ilahe.:h4M4:r.Ile' f'►+ib ,� m ` tJe:n.,,w«... _..- ..•...� .....,�....�.. ..n ...,�..+.....n., ,.,... _..._..,_....-_-....�.....>__.�w., __ _ .......__._.._�.....�w.-- - ..+.�+.....,.,�.�+n* ,....-...,.,......•.,....... -•--....�..F..rw,,.�"A�'..• ' •" ` ' I}1!11111 Ili TNI (Til tliT 1116,111,11 tlti LIN 1111 ill! iNl TIN fill !III�ilL ltl� !ill Illi't--�;I1�,•t..•.,�«..•� �' �'`'-"`"'"""�""'`�"°'"F""�""'"'�`"`'�°0t�"f° CMI11,0111111 I ( I I I I 11111 1 lillllf lull Itl(Ilttl.! I I Ifl! 1 ILII !Illlit!! I,NIIIU IsuIt,NIIIINIIiI 1111111t! Illllllll illilllfl ,irlllUl Illllitil IlIIINVi 11'i III 111111 I t NI I!'�' ! *` �E Tx s� 1� 7 A 110 111 112 113 1.4 t{ I�L 1�7 I!s I'ii ' >� 2{I 2{2 21 I r{ ( I 100MR*1 do 3 24 _,13 2® 27 � 29 3C) tier p � �} w` . • ,..,rr-•-..w+r+•n•-.mn+!n'•^^1�+t7V!*1sr:P,•^F'M1,-..^q^.w•x.s-^.-.^m-� - .,r r r ra M , i i F s r t N 9 VI N � tg 7 j STREET TREE LEGEND _ _ Z % svwm ■aTIll i UaNg rats UK COIac-"TS uw m m a _ z = n Cwcdo otun jawo-- 2-1/2' Cat Stm••rc ,e,tcr. acommce : Q Y o MOU4I• TfM - O J ar W rrows p• 'Ro)+ctia' 2-1/2• Cd. Stm•uo ✓t,ea•m a•peo.mu. S Ya •od T. Ask,Ari prdncnitg of 6 teat n'qn N uj 1— / / 8 0 X U =E.VST" 9LMXDWG dW < � iz Q VI m Q 0, Z 00 G rn na WIN % ww N or sm r------- i I Q Cana 1 1 7 I � 1 • 1 I 1 IL $-.. n / toorotn :•[ (t+Y.! - 1 i (w Ill CLEARANCE IfIll t_ Z �;; I[• 51EL1 •EFS / 1 1 30 SnV[nIES 0%0 s FEET MW) LLJ • 1 MPROJECIM i •Ot1D t0• 1 � y V • Jyj J 22 5' Dent�t -- _-- tc•COMM. Carle • ,a rn rte- �/- `—. < ,o toExz Doug •atarT worn K,aa.o4a E,nAtc m.acrE trs.o I®aE 9MIl � AI.m - (ff ort" 9411T•) T wllal tlanorl all Meal M) PA1tMle tOYnW � _1= mat Star q ttdttnM 10 IMIwO n Dant Tg171 a[A•ra �l .. SW SHADY LANE - - - -- -- o x a ccs & z - ---- — - ---- - — — - - ® a w J) 8 a I or I I V `o W , � n 1 �1{ a J. ` M1� O H P PUPLiC IMPROVTMEWS PLAN I Inch = 20 rt. ll 59 CIA1MG CO OnOMS RAR (9497 2) AND L'El1MYM KM 4 !a (9W 5) FOP AWYXNAL WOMMATOIL r n 0931.001 ? NF1 t[f o- 44- OF 10 a SICEI Mi•E t4vt99t RM . . ._. 1 .iitlna.t�p nj`llulnn ntynniuuuutluuP+uln1+(nnlvnN nplull:tp!+1lnkyu rl.t .,.tjtntlt 1r omit tr snipe, a I'll r?4: I 'l - uEaleuTY STM a .. '� A Y Ik ' 12 Is 1< rE r1 12 ;9 2Q ry1 2 i. .� ,o•� , 27 2A 28 3C 25X - n •u. - fill M, n IN. Y. a t s 't R 4 P., - w" 17-1 s N / Iaj �- ;i Z J U rn G L ' Z � 4� N� _ Q CL , Lj ' �� g STAGING d► STOCKPILE AREA TO BE LOCATED AT CONTRACTOR'S DISCRETION AND AS FAR FROM STORM INLETS ASW • I t PRACTICAL. AREA MAY BE LATER � �— I Q y l RELOCATED AS CONSTRUCTION _ � � JJJ � < O PROGRESSES. EXISTW Vic` I ASPHALT O x - -– -- --- -- L2 0 0_ w EIO3p.STING -__._- - a >- �] SC-9 ASPHALT i 0 Q V) E)a5lkiu TREE (TYP.) __- —1 3 c>C LQ z "' - ,� L 00�-7► L a �, EP-6 9 2 Q \ x 4 SW SHADY LANE sc-e ---'-- – ------- -, 1', OL --- ---- ------ w. — — 1 ....�.� �..�—�..i .— -fir I Z 20 o to 10 40 EROSION CONTROL PLAN '— I inch -- 'o rt. W z a EROSION CONTROL KEY EROSION CONTROL NOTES MAY RE USED SHORT RPM > '�'' .•��• •�•_•�— W/ UTILITY Wt)AI( No W/ f t CONTRACTOR SPALL Il2STALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURINGiNASRIG Or QfYEIOPwf?1T gm BIOFILTER BAC SEDIMENT CONSTRUCTION (ANY TIME i`E THE YEAP) PER THE "EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN %,'?iUAL" DATED DECEMBER 2000 AND CLEAN ,NATER SERVICE'S DESIGN AND ( j i N o BARRIER AT CATCH BASINS CONSTRUCTION SIANDA?L S, DATED APRIL 2003, CHAPTER 8. ��� 6�i I� p- L o �' $ ; WW1I 1JJl.LJLIWi1 2 OWNFR OR DESIGNATED PERSON SHAT: BE RESPONSIBLE FOR PROPER INSTALLATION AND 0 _ '10 , cr STOCKPILE AREA MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, C C ` C 0 n y _ b l�T � n � L�.�..J STATE. AND VFDERAL REGULATIONS. to pp� � 3 THE IMPLEMENTATION OF THESE E S C PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, tin III Z W ; STAGE AREA AND UPGRADING OF THESE E S C FACILITIES IS THE RF_SPONSIBILITY OF THE CG':TRACTOR UNTIL ALL J g M CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND N NTS TITS -G 0EROSION CONTROL FENCE VEGETATION/LANDSCAPING IS ESTABLISHED. 2 4 THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHALL_ 0E CLEARLY MARKED IN THE FIELD PRIOR TO 7 EP- PRESERVATION OF EXISTING VEGETATION CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CONSTRUCTION 0 E w 7 LIMITS SHALL BE PERMITTED. TSE MARKINGS SHALL BE MAINTAINED B1' THE APPLICANT CONTRACTOR FOR THE. DURATION OF CONSTRUCTION. o r Z c c EP- 8 PERMANENT SEEDING AND PLANTING / A N n o I 5. THE E.S.C. FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL ROW � w o SDEMOLITION AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND D-2 910FILTER BAG FLABBIER '•'"—' SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS OR VIOLATE APPLICABLE WATER STANDARDS i STORM DRAIN INLET PROTECTION 6. THE E.S.C. FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE C..INDITiONS DURING THE CONSTRU;TION PERIOD, THESE E.S.C. FI CILITIES SHALL BF UPGRADED AS PLAN NS-9 STOCKPILE MANAGEMENT NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT 'ADIMENT AND SEDIMENT LADEN E WATER DOES NOT LEAVE THE SITE. o I I 'I TP-t TREE PROT'ECTTON 7. THE E.S.C. FA:ILITIES SHA`[L BE INSPECTED DAILY PY THE APPL-ICAN T/CONTRACTOR AND MAINTAINED N AS NECESSARY TO ENSURE CONTINUED FUNCT10N1NG. RO I A AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE GAPRIER HF'GHT. wcH wtrom w ALL CAiCH ©AS'NS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PROJECT COMPLETION. 1, g THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT LADEN WATTR INTO THE DOWNSTREAM N SYSTEM. 0931.001 0 9 IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCT. 1 THROUGH APRIL 30, SSEC" A—A THE. WET WEA1?:ER EROSION PREVENTION MEASURES WILL BE IN EFFECT. SEE THE EROSION � PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REOULREMEMTS. ME 10. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL P" PROTECTED UNTII ALL CONSTRUCTION Dotal UrawN 4-24 t1 OF 10 a AND CLEAN-UP HAS BEEN COMPLETED. UPON SAID COMPLETION, CONTRACTOR SHALL. REMOVE ALL SHEET� E.S.0 MEASURES FROM SITE. ER �` ��• � REVISION ,w. - ,..,........._.....�_.Y,.. -.e......n...w—........,,..., .. -.a�ywnr,rynw..,+a,�n.wrw ...,,r...,...,. .•,.�e♦n."•' ,.....,......+�......,,...n,.�,...�...,......._�_.... _... _—�..—...—..._._._..�......_.., -_._-....,�...—.�....r...,�.,..,.w+...... ..—.,�-�,...+.�,......,.r.............�...,.�-+s+.+.t� .. 44k61f5�M. ;� r'", ^:y:: ...,,nn .. ,..,. I,w„•, .N./, .... ....�..:.. ...._W:.-.,.»a.a.:.....,.... ... .,.. 7►.114l1 'i� N cm ,;.ul , j,,:n'if,flliilillil�� II,II!IIli�IfII11!?ILIO IIIf�UI! Lnl'IILIIiIII,IIuIUiI{It►l�lllii11u�11I1�41uju11�1111 III1�l111 III �! I��rlli iltl llll Illl�li�t II gill 11�I1i1 1111{tlil Illi�llil tllr�illr tIII�IHI IHI�III illl�llll (. I I 1 !1 I;l L,EOO &FTY 8 b 1 2 10 11 119 13 !�4 I�b I� 113 l�0 20 1 > � 2�3 24 .2�5 26 2�7 2A 2I9 40 IprrrrEl d� - #•- ,.c ;r „ � T v. r�.�,ra�i;�. .�'�, ��� 3�-. �!is'+��,+sa,, +a�a '€x, _.•dw,��", _._.-._...�.,w... . _ ._-.... -__- �.... .�.., ,.... ` ...ice .- ... .-.. . . IPW. r "`RwT t .;.i,.army.:.".,.,..;..w.;aw....."..«..;•...«ww.e,.,�..,..r..u,+.:.w.•.,..-..«,..+.«+,r'.w..:a.. ...:.......... __'. _.... ..,. ..., .... ... R CONSTRUC T iv"ll NOTES '',e C-ti's standard specification for traffic control 13 "Manual on Uniform Troffic Control Devices For E:1011NG DRIVEWAY - C/4 RDI t UP 'r0 • MATp� IiD1H ac GRADE 3/4 RADIUS UP .;••.ets and Highways", U S Dept of Transportation, FHWA, 1988 Ed. SOXY , - DRAINAGE BLOCKOUT A -1 MIN. 3 R W N VERTICAL BREAK REAK ' BAND 'roffic control shall be provided fa by the Contractor in accordance with the City's JOINT standard specification I -----5' MON --- SEE NOTE 5 ROW 3' I.D. SCHEDULE 40 and also, n occaroonce with a City (jab specific) approved traffic control plan A copy of the approved 1' 6' OWV (At3S OR PVC) SEE NOTE • •• • ' '• •• J'+ ` VARIES EXISTING • ' • traffic control ton shall be available at the work area -+- ,'�,.-�,. ------ PIPE W/COUPLING PAVEMENT • �• GI�TTEIi• •• .• • • N p _ t" BATTER �. .-.. . SEE NATE 3 R - - _ S Public roadway shall not be closed to lrnlhc, at any time, without having first obtained writ' , nNFroval _ _ -� ROAD 1" 0' ' R __ SECTION - O r f timely notifitC Ir0lfic `law n I.1' __,1, SEE Ir Ili Cd En neer the armor holder .s responsible for provision o t e y f'•. - T �2' OF 3/4'-0' �OMPACTEO AGGREGATE � � an e y q P P NOTE 3 disruptions to area-wide Emergency Services (Tigard Police Dep! . Tualatin Fire & kes.uc) and to Tri-Met 2' OF 3/4'-0' BASEROCK '- '� 12" 5 MIN ?X SEC NOTE 2 jx SIOEWALlc CURB AND GUTTER and T1 ord and Beaverton Scoo+ District e` • • t/2" L h COMPACTED SUBGRADE -.� 1 •• •.MAX. 9 _1_._ 1 ._ � SEE NOTE 4 t 01 4 Advance warning at imminent traffic disruption shall be provided to the general motoring public by W ' • �'�'��•• . I 6' ploc:emei.t of on advance notification sign of each end of the construction area 72 hours (min) before BASE COi/RSE '� r Cb 2;. 6' 30' MAX 6' ON�STRUCT 1/2" TO a p n t,otior of construct .n work SIDEWALK AD. AGENT TO CURB I tor MIN SAWCUT MIN 2 3/4 RADIUS UP W a) C Access to existing properties shall be mcntained at all times, 'ncluding normal deliv*(y service and mail 5, MIN - FROM FACE OF CURB r,---- Rah, 1 L A N 0 i. • sr r cr and 11 not, shall be cause for wrxk stoppage until effective access is established 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED HATH PRIOR _--1 CONSTRUCT GRrvEwAr APRON �, z s O I � - I 6' APPROVAL FROM THE CITY ENGINEER - -_ A u rI III Irolhc control de rices, Ito ersons, etc , shall be n wce riot toInitiation of construction work and shall ----- • T' z N 9P G DG 2 CONCRETE TO HAVE A BREAKING STRENGTH Of" 3000 N S.I. AFTER 2A DA'Ys. 3/4• 6" R/W EXISTING • ~ , ► ,• W be t.fleclively maintained ROAD i - _ _ _ _ • r� • x ' ~ p � Til r' T n 3 EXPANSION JOINTS Ji PAVEMENT g W •-• No work bo permitted during the hours of darkness, nor betwrin 9 00 p m to 7:00 am., Monday ° 2% SECTION r thrpuah Friday nor between 9 OU m to 8 00 am Saturday, nix between 9 00 m. to 9 00 nm 2' OF 3/4'-0" dASFROCK A r0 BE PROVIDED: STREET +• ; P 1 AT EACH POINT ()< TANGENCY OF THE CURB. ' `w-jnv y P y COMPACTED SUBG1iAOf 2) AT EACH COLD JOINT. • - -_ • ' . , IT • ' �-2' OF 3/4'-0' COMPACTED AGGREGATE 3) AT EACH SIDE OF INLET STRUCTURES. ",eco°c° _ • I 2' CIF AGGREGATE STANDARD CURB r A,nrr, 'im travel IGne width shall be twelve (12) feet, pedestrian travel shall also be provided for S1DFVVA[. K AWAY FROM CURB 4) AT EACH END OF DP.IVEWAYS °oo °o 1 = NOTES: S) AT LOCATIONS NECESSARY TO OMIT SPAC94G TO 45 FEET JItT1 r - (3/4'-0') COMPACTED O 'I 'ne Cily reserves the right to odd to or modify traffic control requirements as may be necessary to B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 6' X 6' 10 GA MESH N effectively Control traffic 0I to assure public safely. I CONCRETE SHALL BE 3000 P.S.1 AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE WITH A THICKNESS OF 1/2 INCH. SECTION A -A SEE NOTE NO. 4 NOTES V OF 1-1/2- TO 3-. 10 tU Fietae Irnlroling any cOnt(ructran activity, the permit holder shall contact the City's private Development 4. CONTRACTION JpNT3: 1. SAWCUT THROUGH GUTTER PLATE SHALL 8l, MADE AS CLO5E Review Engineer to eslaUish a place, time, and date for o pre--construction meeting. !. PANELS TO BE S FEET LONG. A. SPACING TO BE NOT HONE THAN 15 FEET. NOTES TO CURB .'ACE AS POSSIBLE. LiJ t IN 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS Y •� J 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF' DRIVEWAY APPROALIIES, B• THE DEPTH OF THE JOINT SHALL F'JE AT LEAST 1 /2 CHIS• 1. CONCRETE COMPRESSIVE STRENGTH SHALI. RE A MINIMUM OF J3W PSI AFTER 28 DAYS. -7 ZC7 11 The perr.it holder or his Contractor sholl notify the City's Inspector twenty-four (24) hours prior to UTXJTY VAUI.T5, WHEELCHAIR RAMPS„ & AT SPACING NOl TO EXCEED 45 FEET. WHEN ST BY THE ENGINEER. S. BASE ROCK Y-G OR 3i 4'-0, 9Sx COMPACTION. BASE ROCK iMALL BE TO 2. CURB JOINT SHALL 13E 1ROWF.LED WITH A MIN ' X carlmencing walk, twenty-taut (24) hours prix t0 any staged inspection (see attached listing) and after SuBGRADE OF STREET STRUCTURE OR 4" W DEPTH, NHrCHEVER IS GREATER. /2" RADIUS At BACK OF CURB. 3 WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET Q O �- `Q completing work covered -f the 24 mit I 4. FOR 51DEWALK ADJACENT TO THE CURB AND POURED AT THE SAME 'TIME AS THE OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED CL lIJ CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED .,CMNT WITH A MIN, 1/2" RADIUS. 6 DRAINAGE BLOCKOUT - 3' DIAMETER PIPE: 3. EXPANSION ,1c CONTRACTiON JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMF REGNATED AND REPLACED. 0 Z MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 11 A copy of the permit and all attachments, and a dopy of the approved ConslruCt;on plan and all 5• 'SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE A 3" LD. PIPE WITH COUPUNG 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING amendments shall be available at the work. area All work shall conform to the permit terms, conditions CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. B DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 4. 6" X 6` 10 GA MESH RkOIIIRED FOR COMMERCIAL DRIVEWAYS ONL". PAVEMENT SHALL BE CUT BACK AND 6' MONOLITHIC CONCRETE m OTHERVASE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. BENCH SHALL BE CONST 4UCTED WITH THE NEW GUTTER TO PROVIDE � J � � lh and provisions and to the City-opproved permit plans, and approved plop amendments and to the City's SAN CUT VERTICALLY 18" EACH SIOE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. %londards and specifications and to these General Conditions. Changes to any of the oforescid must be 6. DRAIN BL.00KUUTS IN CURBS SHALL. BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' SUPPORT UNDER PAVEMENT z � � Q � C.7 ~ I opprowd by the City, a, advance of work pt formance. SCHEDULE 40 DWV (ABS .7R PVC) PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 5. AFTER CON(RETE HAS CURED, SEAL JOINT Q Ln OVER PPE Z 00 1.3 Maintenance of the work area and approach roods ;y the responsibility of the permit holder. The work _-_------_- _ -__- _ _ -- --._ ._ -- - ^ _ __ -_--- ------ - --- - �. .wraiw - - -. - - ---- _. .l NO it Kt i No W.M.1 Q � a area and opprnrxh roads shall be mclntoined in a clean condition, free from obstructions and hazard,. A .p..:r0 - - - ------ No W.41 NO 1GAIt _ _-______ AMWw F. rtxlrcw►e aww rxwwl w>.also -----_-- ualarac�� �punw F. ouxuns CURB KNOCKOUT copy of the permit holder's Certificate of Insurance shall be avaiblble at the work area. O x„�,r rMwen CONCRETE &Nxmww W TA&rr owaa Who boNT STANDARD DRIVEWAY r>rc. No 106 - w oe 0wa No• nxra war `i+�meow CURB alt G U T T k R °ix0 M0 las a..u.w» ` ' Sims 1I . trsaawuaroffessom Waawar >w� nxr _ FOR DRIVEWAYS ... .+y --- _ veru ----- r� 'aa vaso -- w/CURB TIGHT SIDEWALK _1 2 0^ --WMH me 145 ?� +4 the spreading of mud a debris, a slarnge of materials or equipment of any kind upon any public .wv "win im >Met SIDEWALK 1 20 an a nc�o ••,x - ,Ylr ee>N 1 26 nn a ncAreo "" ""� --_ arY � "Rn ... roodway is strreliy prohibited and violation sholl be cause for immediate cancellation of the permit. The c"' OF TIG•"c .,....... ow.v. "•ar"e"a 01"" --- _--- �„ City may, 01 any time, order immediate clean up and stoppage of work to accomplish than up. .- _ _._-_-- 15 Effective erosion control is required Erosion contra devices must be installed and maintained meeting the D E 0 requiremernts The City may at any time order corrective action and stoppage of work to accomplish effective erosion control, See Erosion Control Plan (Sheet 5). -----.-- _ -- --------_�___-_- --_ ^_-_-_--- 16 Properly disturbed by construclrnr oclinly shall be seeded with a standard gru:re mix or plortled with FIGURE 0-1 shrubs, flowris and lini3hed with borkausl Existing signs, pavement morkings, rnoiiboxes, etc shall be CITY OF TIGARD reeslabli0ed, reinstalled or replaced, with !Ike kind and material TYPICAL ROAD PAVEMENT SECTION _ 17 Effective droNwge control Is required Dranoge shill be contrdi. ' -:;min the work site and shall br so9. W . J routed that adjacent private property, pub,•,: property and the receiving system is not odversely impocted. A- The City may at any time order corrective action and stoppage of work to accomplish effective drainage 8' P.I.I.E. B-- CHAINLCICK TREE TIES (UR AS APPROVED) J • ° Z control. F -C D E D C -F ( _ J / .. EAJ Q G , �y i 2" x 2" CEDAR OR U.F. STAKES; a ° ° }- 18 Excowfa(s) must comply with O.R.$-757.54E through 757.571, excowtor(s) shall notify all utility - G � � � tam - - - _ companies for line locations 72 hours (min) prig la stmt of work Damage to util;ties shall be corrected `�Mw. ta DO NOT PENETRATE ROOTBALL ° , ° U Q at the permit hotdw's expense. J I ' t► - NO SCALE - - • • • • �� .,��. �a.�. r a- 19 Contractor must verify all existing utilities for both vertical elevation and horizontal location prier to start _ '� t CROWN OF ROOT13ALL TO BE 3" ABOVE ~� G 0 l'I' TYPICAL FINISH GRADE Ce I TREE TRUNK not of work (pothole before digging rl ntcet;sory}. ,sold conflicts arse and redesign or relocation of facilities - - -- - � � 1s.1 be necessary, it shall be done at the permit holder's expense Changes must be approved by the City in RDT PAVED CENTER A"A� (MIN. --- - CLASSIFlc'ATiON WIDTH WIDTH :URf3 TRAVEL TURN ��� DESIGN PAVEMENT SIDEWALK SHOULDER � H p.,"- BARRIER U � ndvartrr of work performance Contractor shall coordinate the work with affected utity agencies (MIN ) (MIN ) LwNE LANE LAME TAFFY SPEED SECTION (MIN.) (MIN.) S"I " (SEE DETAIL 3) Ln _-.-C-._ __ _ IND -- TEMPORARY 1 MOUND FOR WATER BASIN; I -j F G rr', I REMOVE UPON ONSET OF SEASONAL RAINS a m � �y,t A ter►lpaa y hard-surface patct, (Cold mix AC a Hol Mix base paving) shall be placed on lr'rlches within - A� B p E - -- 1 - REMOVE CL _D Z "V roodwo at We end of each day's work No trench. 3n-site or off--site, shall be left at. any Ume in an TRAFFIC DESIGN BURLAP / 2' MIN. BARK MULCH, PER SPECIFICATIONS n y I _ unsafe condition The permit holder is responsible for and is liable for hazards or c1mr,aao resulting from ARTERIAL 60' - gJ, STUIRED 14 1Z' 12' > 6,1 0 43 REQUIRED 6 I.S' :Of D _ . i - � �- the prosecution of the work - REQUI Y --- `-- U t ` - I FINISH GRADE U� � -- -- - 15' ---- --- 4. �C - z 1 A4-sk provided for under the permil shall include repair of existing facilities (roods, ditches, etc ) as may ry C1xl TOR 60' - W' 44' 1h' --- 12' 1,000- 35 tY (3/40 6' 1-5' - I I I (CENTER ON TREE TRUNK) < be necess•rry, n the City Inspector's opinion, to overcome deterioration or darnoge which occurred in - ---- _ t '- ca priction with the work authorized by fhe permit Corrective work shall be done at the permit hodII 4' AC I I BACKFILL SOIL MIXTURE ry' expense MINOR _ 'POO - PER SPECIFICATIONS TREE CANOPY COLLECTOR 60 40' 14' --- 12' 3,000 23 3' (3/4"-0') 5' 7.5' X ROOTBAL ?1 - - -I I2" (2'-0') - 5 T R E E T One os-built rTI drawing showing ail new public improvements, including any revision made to thr - EXIS'(1NG SUBGRADE previously approved construction plans and, also, any improvement which may ;mooct on existing public LOCAL 4' AC tem a facility, be provided to the Cil b are ,Sterrtl Civil Engineer along with on En ineer's O e '•�' �' 17' --- -- - < 1,500 2ti 3' ((3/4 j) !,' 2.9' z N rq r r y 9 g 9 g• ( . is 1a. ) 12. d-, 0" F cr � . certification of natoltotior compliance (tam attached) - - -'-- -__ STREET TREE PLANTING 8C STAKING R s LOCAL 90' 32' 1a� < 1.500 3� t/Y"�" ., L O 9 ' �' ti presarn•ii 48' 26' 14 --- --- < 500 23 2. 314 -f1 ) 5. 2.S' RIOT TO SCALL N �+ z Oi 23. A sewer system air-test and (VHS) TV test report and one set of blueline "A5-Builts' (orf either (x both 42 24' 12' --- --- < 200 1 7' �2 -0`1 1. TREES WITH MINIMUM 6' CLEARANCE TO EDGE OF SIDEWALK., CURB OR BUILDING SHALL 6E INSTALLED WITH A C C > a o �� � o the storm and sanitary sewer 3yslems) may be required by the City f.�► review and ipproyol prior to - -'-- I ROOT BARRIER BY 'DEEP ROOT CORP " OR EQUAL. C connection of any buildings to Me sewer system NOTE: RESIDENTIAL STREET WIDTH TO FTE DETERMINED BY APPROMNG AUTHORITY PER COC 1G.164.030,E.1 �� C --- ------- `- - >--'-- -- ------- - 2. INSTAl1.ArON TO BE COMPLETED IN ACCORDANCE WITH MANUFACT'URER'S SPECIFICATIONS. a' W f� 24 The permit holder's Engineer/Inspector shill submit daily inspection reports, an a weekly basis, to the ~3 City's InW. fa (see Developer -- Engineer Agreement Note # 5) A � m 3. THE TOP OF THE BARRIER PANE LS MUST BE SLIGHTLY ABOVE. GRADE (NEVER BELOW GRADE). ''' r ,5 The City's Inspectors may, at (her discretion, require provision of tests and or repots iron) the permit 4. POSITION BARRIER PANELS VERTiCALI-Y VATH TOP AGAINST THE STRUCTURE TO BE PROTFCTF.D hokfer, permit holder's Engine*( a Contractor to validate claims of molerral a Construction adequacy/c.ompficnce Such tests/reports shall be provided at the pwmit holders expense _ O E STREET TREE NOTES LINEAR ROOT BARRIER INSTALLATION PLAN U :6 The prmil holds shall provide o cagy of a prco#rly executed Release and Waiver document 10 tho City -�•��- Z -- for fa eorh ownership disturbed b construction activity, as evidence or disturbance resokrtion and Owner r� NOT TO SCALE k y y 1 The proposed locations of woody shrubs and trees shall be field :staked and Soll4faClian identified by plccement of the actual plait material. Final location shall be W � 7 Ex1Sln1 monuments, property corners, and survey mcxkers shall be protected. Replacement sholl be at approved t'+y the Landscape Architect- 17 GRADE a� fhe permit holder's expense p 2 Provide the following clearances for planting of trees' f CONCRETE Maintain 20-foot vision triangles at all intersections and corners TOPSOIL SIDEWALK 2P 'be Enginew shall notify the Washinglon County 'Surveyor when the initial and Final lift of osphalt has been CONCRETE CURB a olor,ec, 20 feet from al! street/parking lot light standards 10 feet from (re hydrants ASPHALT - 9 the permit holder shall prorde Ic the. City inspector, in writing, the names and 24 hour emergency 5 feel from all utility vuults, meter boxes, etc. E� telephone numbw of tr•.: (2) prisons who hove cxith3rity to resolve problems. take curwilive action and, 2 feet from face or curb Or any permanent hard surface paving cTW n general, will be r"pmsiW in case of any ornwglrncy The permit holder shoirl notify the City Inspector, _lilr�l l II . n writing, of ony/all assignment ctionges 3. All street trees planted within 6 feet of ony curb, building or Davie,; surface _�--- i ROOT BARRIER, PER �I 11--9 11- 11_ ^ shall be installed with o root barrier by "Deep Root Corp " or equo (See _. __ - ( - I J - I MFR'S SPECIFICATION 30 The pwrI holder ehall require his Controctar to provide to the City Inspector, in writing, thi -name and Details 2 Ac 3) -III III II i _I 1- I ROOT BARRIER, PER 24 hu,n emergwcy telephone number o1 a designated "Competent Person' responsible for construction ?61I__I I-III f I I civ socaly os pe• OR-05"A, Chap 437, Div 3 Construction, Sub-divisran P - Excavations The Contractor 4 No trees or shrubs shot[ be planted on existing or proposed utility lines. MFR'S SPECIFiCATION 04 nctrfy Me City Inspector of ony/alt assignment changes NATIVE MATERIAL III�IIi- _-III BACKFILL _ t NATIVE MATERIAL BACKFILL I I + 0937.001 0 " t1 It is the � resp isrihility of the ptrmil holder to provide for proper right-of-entry and/of easements prior to starting wart P•oof of right--ef-gritty or properly executed ea ovionts, shoe bp provided to the City The City shot! in no way be construed to be liable for the permit holder's foriur• to obtain a provide for proof of rivet-of-entry or easements. `- EXISTING SUBGRADE � 0 t I i h 1 1 and hove the tilt amt OF G a r ! m ah clear complete 32. Hefae placernoln, 01 the find it o astpf'rcltt, file par t ddr*( o! y p e o pre--ocreptalue video inspe Pm, of n!1 new sower firm lite permit holder shod provide the City with 30 days Of notice kw the v+cteo inageclfon +Gni rllrflclencias Shall be repolred Mttae pbramenl of ftrtal telt. LINEAR ROOT FARRIER INSTALLATION �SE_ON) _ SWI) NAME: REVISiDN NOT TO SCALE DET! o E MOORE Mwrw� -- � I I �a�ar�•�!l�.��wrwl�IrM'1 G .. .,.. ,a' � _. . ....-..«,.._-_- .........,--.- ..... ..._.. w.w.rw!"e"n. ..", ?!, •.. t .. .. - .�>. .. ..c,.:b:'•.'.ew',,+••!. 1,AdA'+p'AMM'�M '1�°tHN/k'IF�9�MM� "�'• www+•-'^^s,.�....� . •... ,..:., .•p.. - ,,.+,:a •1fd V "'.M1+X T„fMS^•xE .,,.rr 1. nl,,,•r...n,-..,...•r..,,w.'._..-,.......•+.w+,M. •,'. - d 1 •• MMMfI�., _, :, .....-...>. �-xw.w„v++•'••w�awn•4-r�1!.A•..�w-•. ... .:. ...... '. i+w.4... ' .. ... .:. :...i .. , +w+:,.u'..re ..W.' J.Y..NMF111Y'YYW- .. '>4r'W'•Y�il��� 1'Itl',9�Ya•frM, I IN! l.It It!I ll!I 'Ili I 111 illi 'III ,III ill IIII 1M llli 1111 (111 itil Illi IIN'i1111111 illID II N11 lilIlli I ICm ' �it l I I. I ISI I I I if Chir i t ► I i I i I t LE41Sq.PfY ST 1 *tom t o 1 1 1 13 14 s e l'; Ilrl� t fa oro I 2 2 � 24 2�1 r~I a� ab 2.9 3 0 c; A Ak 1,0 R� i , y d q I r 1 ( I S 3/q• R 6"-�I EDGE ,0 T _ G[NERAL NOTP-5 I1]rawnrwm maaNMruxo,Wns:ItlefWO.Dara[eow l.O.Gca.ws.]v+mouAun..e um �._- _- 6" S• �- DRAINAGE .te OraMtl soaaeaG:wAtw,TIC.[ISAOf<.lAD leeelas-se1e. .`L , aAu]]nw rcrN.w root :)otter,ro et]nnN.[.naao AID o•..c1rrAlew. 2 5' 2� BLOCKWT J• I.C. Aa NOIp ANN [IlVrfa 3)Sl®]7•LCIUa to w VAIMWA,7l mlMlNCn irm Mr[. _ _ t PLASTID PIPE 4)e1C lIwa AmM]mQ m DaR[a%A W i0 Wtlel Prll Y+OLID NOl e[IQKR 1KW 0.1:L1 Wltl�I — �� IO` e AAIYANA rND OUnIr[tNID[D ee stTLzlm waAiNtCP ANO wroM<p evcDllnAcrDA • W/COUPLNC OLIWIN 3 �• 5101'[tOr[[M sAT.A[VO+[A rtl4ll'IAAtp IdY]Ree[OC MILT T ATIGDLD ND OUM MND.]f/MDMD mn[r STw D OINhR]W DNM[iR AINMAM OIIAff]11A 0 ]MORS M CIA11[I[L Kf W[G�bN t0 LW(G[N]M MND I6• N wW WAN. - 23y3/e'lw. e':YY G)WA+-m 10W MTnAD fOMCRf[COIIIItC arIUIIDD CDNOIti[CQIK WIM OWW1DV IRIMIWP♦OPONG aY910 p ". 0e a Op 3 EC[I.cMD[D e/rOMIPILTRR O 5 rl M',roOI=we aura awFR wwrtwwR. art+I ro OmunoN.MD wwtew.:euoeuNn ra MDIa 1- _ \I.5" R Q o O O O e If CATCAASIN I {AO 5TOKMFILTER DATA 1" R`VARIES 40 r"0 •rt Z c n` ]OY Oa1a r f+Ml IIOIIq+..11 Y P[[+pl!'i N51 W.1[A .Nu r PAIL YKK -- a) W we NO![J M•+ I+fiR I< <I K[I ____ W' V KK t 0 1 I I—latsmt—J 1aDOtRDRPMN u, ,°°°° EPDXY BUND 9• O ✓s wr ene avm _CARTRIDGECATCHBASIN-SECTION VIEW —" w 4 EXTRUDED CONCRETE CURB STANDARD CURB g N w 5 p¢•I�«el wlv,,3a�a nrin 1-C�RTRIDOF CAHBASIN LAN-PVIEW � [ N NOT TO SCALE NOT TO SCALE TC T INlt1Y+• �w:l! I.rt+rD rx Am I. TRAVERSE EXPANSION JOINTS 10 BE PUREED A7 EACH PONT CI IANGENCY AMA IM THE •'e cs"urvtr 1"�Oi•1 rt rt ut aarau[Nrs CRRB k AT GUINEA LORAR014` AS RECUFxD TO IIYi THE SPARING 70 A MAXIMUM Of 20 O MLI[(VArt tlr-w w, u z Irr 2 TRAVERSE EXPANSION MATERIAL TO BE PRE-MONIED NON-EXTRUDED MATERIAL WITH AAMUMUM THICKNESS OF 1/2' C:) IE qs— L . •._ Nle iRATTT. ET -. AGmewb. J. TRAV E CON A,p CDON BITS 70 BE SPACED NOT MORE THAN IO FEET APART NTN A Tjf I �:.Y E CCOOW ETEE TH OF AMAKNG SSTROIIGONE �THTTO BETM.IE000�AFTERR225 DARK L7 mwne DWNI l.J 0 ONIR SRO eta Nrnr.el 3'.q Tom' • S. OF 3 FEET FROM PROPERTY INE CURBS SHALL !C PULED A MN Y 2 FEET AND YAM. `1 Z Q Z - CNS AO16 Mel -F O -X 0 X I (� o ]row♦aru rrAnuoee .r e-♦ IB" [L W oNDleoamm D11[•o1[[ mmeI00B WY clwN„tm, t]a Not[¢) . 6" -- 6 6- = o oQ C; GO uoeNDPrn ••. T IT � 52 [r, AAAYrQD T 1 2"R TVP. Z �- (n Q t`) --)--, 1-CARTRIDGE CATCHBA.SIN- SECTION VIEW RC1 T < < / Q F (n �.'•31.•—� 2 -_ z�. •-«- - 6" 1 ° - .a �E%. ASPHALT �. Z 40 •- al]laIN]ID[Pwl • I_CARTRIDGE CATCHBASIN-SECTION VIEW A _ -- 'o.w• _ .,. ... 3" Q rn d ' •s n+el+r..aMs aruen"ri.aasM. :urslx au a ..m+a v[zua 1CARTRIDGE CATCHBASIN-TOP VIEW %1� .uo+wlu..vlDlra ��'rot 3 C)AJfN�"�JAe mm�,oai OEq]fstirW "r CL[tl lwM..aff0 •w oma • ea STEEL CATCHBASIN STORMFILTER STEEL CATCHPASIN STORMFILTER n� STEEL CATCHBASIN STORMFILTER .N. • -- w H Stormwater36Q PLAN AND SECTION VIEWS T Stormwater360� SECTION VIEWS 2 Stormwater366 TOP VIEW, NOTES AND DATA 3 J STANDARD DETAIL- i CARTRIDGE UNIT w '��• STANDARD DETAIL-1 CARTRIDGE UNIT - STANDARD DETAIL-1 CARTRIDGE UNIT 10 < -_ L_ I ....w... w o[ .., o.ose,.0 ...r. mJ•on _ (2) N RLTNf. BARS CATCH BASIN REPLACEMENT NOT TO SCALE •:4; NOTES: 4* WM ne: n�[r[Wu J 1. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS AND SHALL BE TESTED IN ACCORDANCE WITH C W.S. STANDARD SPECIFICATIONS. e'-a ' w. _ r4 Nu. I- N W p 2. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH oo Irrc M O H C.W.S. REQUIREMENTS. IwAIOI twT 'W ""` T „�, 6 18" WIDE ACCESS CURB Z c eDara� Ww (�N01e L> ` x f NOT TO SCALE F lAK POef ! Mt LIIIIK FAWRICED mat Dell I[IO / TI 2' IM, tl IV, U (, eosra[c rMec, (e1Xm• m.) LLJ MQC IL CREATINE PIPE F— NW9227P,ORIJo 46'I} 7�rJ If— Y M IMM.) d'Je. (WL) • r U rrw�.aow , 1 a• arz BIEL TypT arm BUILDING WALL 1. rDP cADee e¢toNM aeoanAs a [tortes, sti rulL 1. ONCE POST IPtwl = In rA wti OVA air n ov reo�i AT M w^^p°o owVt rami (SEE DETAIL 3) GRADE SURFACING MATERIAL - INSTALL FENCE AS CLOSE g N n IaM""r RArrt rw°["q [r%'[vr ' Ff TO PROVIDE 1' CLEARANCE arz reANt TO SIDEWALK AS FEASIBLE OAionAWl • '/ p= 2B' 11? MOIL r♦f art }eM wx o�i[�s r. a A7 CURBS h SIDEWALKS \ �n • X JlwmfW W.@II-P " ' f•1 i MIN... yy yg [srrlrDPrwGnr.. rJ* ENGINEERED WOOD N N ` Sid : € C �PTrIMMIM wlW11-N _ � w l r FIBER SIIRFACIIIG KAx. 6• - C �C N r pgwrMAent[prrlopAs.r 14"M XAr�111Lr °' = ww nmt Y [o[ ;W MiraDRAIN 9800 DRuuAGE /3 REBAR, 12" O.C. (TYF.) (O 4i Z R n P -[�-- p• 1" RADIUS C 7 = gyd,y. ? 18� 7 B�� 1t w. forms• ft) I A O i yj CON 'OSITE (OR EQUAL) N.iTALLEO 1" RADAIS BROOM FINISH d W (n N, 1 pfAeD1 eeeeWo 1X11011 9 pea. n a t art Der PER MFR'S sPEv R ADONs Ix SLOPE NTH M ON JOINT a • 3� �' �T�� NTH MASTIC i pulrelGiAMAG. ' ` teC10101 eM /// /// /�'// /// r •�--W1--.r 6• EXISTING PAVEMENT / �� w AAr110.4E �. 6' MIN// / / // -// / „ CUT w ♦ EX. WN[XD* nee• rwrot �' / 4 /// // ///%i. SURFACE k P -rsckom • d. FS y�j px70Dr.IIIrI e • r •• - (� L7 8 / b• Ex. tDEVALK .-- GALE OPDING cAl[ OiS1IN5 4' COMPACTED cD P _ L ---_.1 i 6• J n n g �• •$ (a stew o+ r[res) W M1D[rA M ora) I 'f- �A MINUS GRAVEL MN. 3.000 P S W 1 s SINGLE GATE DOUBLE WE J � I CONCRETE AT 28 OAY; o D n q,,���,� '� EX15BN0 PAVEMENT �- 9' _� � TE1S� - - - .1r ua roes rwrNmrtt __ •� I, 1 �' Cwf TwNM IWq M .-algl UMRM M IRt eNK SECiION A—A �RpE�� IPnol Mo07 (NODI NLr Mon) �wn wn (P Neu) '.j! T"7/fAUA[a[tDtaLaNNtIpNM09rIAQ.0+1MrPrPcrvAwnorwtrlr (— O.-. A—a-.l --- LH'— ' 1 NOT i0 SCALE t/. f 1/. . S e e 1 [ t> Y 1. BAiNVERRM V RACK$_ BIKE RACK _ - I. BASE ROCK - I-,/2' MINUS, COMPACTED TO 95% AASICH T-,80 - SMALL BE TO_ a e. wa 3 In SUBCRADE OF STREET STRUCTURE (IH 4" IN DEPTH, YMICHEVER IS GREATER.ttry ta t/L n.. s . 2. EXPANSION JOINTS SHALL BE PROVIDED AT EACH POINT OF TANGENCY OF THE [�[� 5 WIOaV">•'[r1D'.1�[ReAes PLAN VIEW L- --- -- CURB. MATERIAL SHALL BE PRE--MOLDED, NON-EXTRUDING, WITH A MIN. THICKNESS 0937.001 rfq ilrqmatoll Y OF 1/2". 0iMAr SljzA we� ar 16%7:mw r[sl wl 3. CURB AND SIDEWALK EXPANSION -POINTS TO LINE ISP. q ..I1 4 > t,.nNcrwwaFwsnslw - eerOlNYMr� .wr wf eew[Astx tw>rM u�E/ E ♦. EXPANSION JOINTS SHALL BE A MINIMUM OF 2" DEEP k SPACED A MAXIMUM OF 15 FT. APART. ,�D< 10 u 3. SIDEVALK TO BE MARKED IN AS SHOWN ON PLAN, WITH 3/8' TOOLING. BIKE RACK INSTALLATION 3 FENCE & GATES 6. ALL SIDEWALK CONCRETE TO BE 2500 PSI AT 28 DAYS. SHEET NAME REASON a NOT TO SCALE NOT m scA� DET2 f vr- ---- ------�-- -- -------�—�--- _ -- -- _ - ..__-. --- cm�I �—IIS� — — ------ -------- _ _ 'I -y -_~• IIDIq do Iunu.ul !i11i11q 11 . Ryj 1 .II 1 p-�i II , I11111 I IiI IMill uN LEOIB.RYSTRP 12721 ( n pl l IIIupI. Inpm Tnasm1m7 2214 II a �+ :3 26 2 r] 9 lT�il3ll 0 -.- -- 25X II n If r u 1 41I� d4Y v�il4 4 p a 1 y� f1�bK�� rt Y,a Ir )�i1Nf i� i 4 t ._' . ' ... .- ...: ...: :,.. .. .. - - �.:.._a ala.:;.._ __ - - - - -- - ... - .. '� `�IY'Y'"i�r."' w.ir' .rc'w,i.::....m.... ........ « ........i. �.....�:.. _..,....,........_.....<.r.«..-.....w...,....«..,„_..,«. ....- _.... . ... .. .,.. .,...,. .. .... ..... .... .,. _... -....i....,.,a.... . .. .. ;. ...- .W-., _.........:.. ... S..e:aawudwkfl'Iie,.�. .....-�sa,.rsluu✓aMuro.rm..�....-... .,::..a+. ..tiL:.tirrYtlC'4v' srL`.ung•.»r,..L....,.kdu...,.< ....�.,.� .....a.......r,..rrir - — `-,aSaf+ +k-++Mr�YM" �P .. � ..w+::aow.t. .�..b'./'.•srM✓+.wai4v8wK61�ainv'..YbaY.YAi,r:i,- •�•L �.y,:tor.:.s.....�:....+;mn,;.:.,«,..,..�.<....w.s:..».m.=Lur�UdaMM�afwnaYwW�Y119.tY1i+tW ..-. _.0 _ «.wiiV..•rw.ewrawue ariiYTf ' -_ �yv f x_ r A DISABLED PERSON SYMBOL SIGN -- . . PRECAST PORTLAND CEMENT • • " • • • • • • • • • • • CONCRETE BUMPER CURB : : CURB Lj am A 1J 37" Width of approaching z_ o N sidewalk Typ• a " V) in w Gutter - t�p Gutter _ -� �- 5% Max , ...... ' — Lie 12N 9 a 9" -� -- Z SECTION A-A SECTION A-A 0 0 WITH MONOLITHIC CURB & SI)EWALK C- Q� o LJ ►- SIDEWALK RAMP T HRn!;Gi; BUFFER STRIP SINGLE DISABLED PERSON PARKING SI ACE m 3 W m NOT TO SCALE 3 NOT TO SCALE Q Lo 1- Q 00 a) a. Q r+ U X A .� Landing (L) New Constr. 4' min. �- _ ---_ Alterations 1.0 m min. e acny 4 Norm. - �----- s - 0.02 �� O 3' Min. (See Gen. Note 5) �' � Q Flare slopes 10% for landings 4 or wider and 8.33% for landings between 3'and 4'wide. w 9116" Nom. U) Zr' Z �.. w 114 A Gutter N c, •21�--- � � gni. � i Gutter 5% Max. Lip - u 12" r El 12 o - rn SECTION A-A SECTION A-A (Broom area to be textured 12 0 o " a t. prior to placing ram texture c C W WITH MONOLITHIC CURB & SIDEWALK P P g P ) a U C � .Ov O dWt!3 t � W �i x SIDEWALK RAMP WITH SINGLE FLARE ADA RAMP TEXTURE DETIIL n . - � NOT Tp SCALE NOT TO SCALE ry I r Q_ t i V IxIx 14J n+ RAMP C0NSTRUC11014 NOTES Z . f 7 1 Place diamond rormr texture In throat of romp only Romp texturing is to be done with on exporded meld grate or other aoved method rloced and removed from wet ccocrete to leave a diamond pattern as shown The long oxis of the diomond a ppr r� pollern may be rarpendKulor or pardlel to the curb. Groove depth is 1/8" nom. For const, of siderdk romps outside of public right-of-.oy, check Stale Building Codes requirements. i 2 Sidewolc curb romp stop" shown ore relotive to the true level horizon (zero bubble) a ti I In alterations curb rcmp sfo**) may be 1CM for o max. rise of 6" or 12.5% for o max. rise of 3'. Curb romps, in s. alterations, need not exceed 6' in leingth a 0 4 Side Cores that ore not port of the path of travel mny be ory siope See 80750 C,enernl Note 4 5 Romps for pott•s intersecting a roadway should be full width o! path Wen o ramp is used to provide bicycle access ftorn o roodwoy to a sidewalk, the romp should be 8' wide wide with no texturing, N 6 rydowalk romp deto,ls ore based on ORS 447 310 and the proposed ADAAG Section 14, ,lune 20, 1494 i 7 When 2 cirb romps are mmediale od cent on <n tions A,d„ and F on 80150, the curb ex osure e) between the od wer.t -- N side flares may range between 3' and full design euposure P y Iv P t 0937.001 v e For the purpoie of this drowng, o curb romp is corsderod 'p-wpendict*w" if the ongle between the longitudionat oxis of the o ramp txtd o tangent to the curb at thr romp cen+rr is "�' - greater. o T r i OF 10 a r 9 oJed e l s are ed u t all s de r '� lair equ wdk romp slope � eok Ines 10 Sidewalk flare .s not necessary rA►er� toe romp is protected from pedestrian ZY ►ss trove. 'MEET NAME REVISION 0ET3 4 E .. �. y '� `. ,_ ..,,�... .-�.w. --�..•--- .. ___—.��.�._.—...--...........� -., ,.••�wngl.R+w - ..'*wrwn..a.•., +Y� ,�•1M]!,�'(t1Ykl�' IIh�0 yyNM1�FA ,�."� �w 11 .:... i f t ! ► flit s I"ii1.�~j.«�.+� �.� r •: � ,,�:,• . Cm�f11t + t f ( I inlnll lit Il t; nil Icllrll ulnt,tiln�i�lul uul;ur nilll;ll Ilnlnn irlllul is In l 1 n nn t 1 Illllli !f ill ! til I t n' ,Y EOISNLmr 3�TIlIP t# n 10 1 r I�2 ►�� fl 1• i 1 „I I �pmwsl 3 t9 7 IA 19 20 21 22 23 24 P 28 27 28 29 30I IP r t, 1 �tttl x F .�.n*(r:w,r.•.r..:w..H..;',�'1�"rreT,�..•,«..,: 1 - .,{ pit X- -:i .. .,., 4•:.. .wew�}!�,41111M! .�, i �' I t, , Fk�-.P , 1.t it ;• I •-' s i ' . _ •'� i ,17 y ...... I Pz i. M1 ti ..,,t tr.. pyr`j1�grf n f, LANDSCAPE AREA CALCULA11ONS N { Total Site Area 19,166 SF / / r Total Landscape 2,964 $F (15.5x) cV LonOua pe Area t Existing remove Landscape a Areo 122 SF Z ♦% / to be tl t � � Existing Landscape Area 2,842 SF ry remain/ to a gZ = � INrI77 New Landscape Area 337 SF 1 U N - - / Total Proposed 3,179 SF Landscape At" j --- momANK 1 AAsAIWILY RIFIE Y BANK IALLpIt PRO1EpT E70S1MC 1AFE (TVP.) �^ EXSte10 50 DISI 6 TRIBES 8 • --- - x j / /jj// Y Y _ - — I • - j PLANTING F(xED _ Z <svIraNAMES as commonY a-NA Oj p8o IBM: (SYMBOLS REDUCED IN SCALE) QM L-------- --- dD � Cetalum ppWitum 2-1/2' Cal. Standard uniform appearance � ExING HAWNNAp9KasurTree mPOW AREA INTEGRATE MD NEI xM WITH SNAK CLOTH/ 4jr' v r DTH ! 1MTp a M J 3 K In / :9 rG1Ul[ 20G.F.A.Fw Z Q. w 6 00 S.F. \4/ Froainus oxyaoa 'Rayrooe 2-1/2- Cal. Standard uniform appearance, Q Ln F N rp j Caywuod Ash Drancn Ninq of 6 feet high. w Z 00 / y / FOR f-FOOT0oWMAMG . Q DO NOT OWSWIM TO OC�LOE SHRUB 5 G, IiAeID PAUC SIOE J` BeCrims n Pygmy rgii 2 Col. x ' � Crimson Pygmy Burberry y � _ ® 01 p 4E r - - Eu Winged ulama 'Com acro' 2 Gal. / PLAY AREA •111 I Winged Euon ymue ENGINEERED 110m I I Ilex crenota 'Green Island' 2 Gal. ' FIBER SIMfACIIG _ I Japanese Holly --- I Nandino dMil ica 'Noyer's Red2 Gal, / , I e ® Moyer's Red Heavenly Bamboo 1 iqO Viburnum ni 5 Gal. I _ David m n SHEET iIFE lM.) I Z (!II SIEE7 4 v 1ECT EtlWMO AMMI ASPHALT GROUND COVERS: Q I ® Arctostophylos um-urs' I Got., 30" G.C. Triangular Spacing J v PII W DKIM6 REE (typ.) �\ Kinnikinnick a LLJ \-C�-LC I V \C \ 0 (n W -s - - Z om AND F 5 EM. WAM 1E1G1 sww TRE (TVP.) } (KE Sm 4 SIN SHADY LANE _ ---- ------ - c Z ' TO a ( I I u 0 8 I I III W � r a �V�� IFyr� AD to xe '0 `Z' 521 D n LANDSCAPE PLANe e (44 l Inch = 20 IT. q BRIAN D. LIND (Fj - 11/30/08 E OREGON C'4 P E A L( r' N11 [V 0937.001 8 NNNJJJ q a 10 i SIEET NAIR. I REVISION LSC1 E YHrTRReAV9e'vsaY. h,_. ^'- '.-r1'+aFer...u�n . -` Umr sTb Y Grbpe(aiI'In.Bl(unh I nupl Im)IR3III wpu RI put nupuog10 I..I iYuull un yup ppul linjwi moil -i--In..�..m..m.�,wurpru;rInspa��',i;eq�ugn i n„Ino w� 1 innwpr�nu..l,i�q, n � � .1..p..,g. iiil iuitua 13 I4 - to 17 18 19 20 21 22 23 24 215 28 27 28 29 30 Aft 25X r- k 7 FFF r Y. IJ fiV, ;fs It I h M x +a., ...,...... ti..... ...... ............_... ..,_,......-„..........�,..:,La:.;a.,s:.,Mr�M+r�r'IWf�'AY�5w�4tlf�t�vtilMrilG4�r nm�Y�h Ilii -.-....,room - Ise►�wran.:�..a..�._.,...o,:..s..:_.. .. ,e 05, CROWN OF RCOTBALL TO BE �. LANDSCAPE CONSTRUCTION SPECIFICATIONS / r ABOVE FINISH GRADE lopsoil %hail contain the following grodotions: 11 When approximately 2/3 cull, water thoroughly, the,r allow water to �ENERAl ` F,ktl Sieve D i no ion in soak away Place remaining backfill and dish sur'oce around plant to RtM ORAR'i 2' MWN00F FOR WATER BASIN, 1 All local, municipal, state, and federol lows regarding uses, regulations, 1 inch 100 hold water. Final grade should keep root boll slightly above r, •, ` ; v'' governing or relating to any portion Of the work depicted an these 1/4 inch 97-1U0 surrounding grade, not to exceed 1 inch Water agolm until no more -' �- 2' MIN BARK MULCH, PER SPECIFICATIONS plans, ore hereby incorporated into and made part of these No 200 20-65 (of 1/4-inch siev:) water Is absorbed Initial watering by Irngafion system .s not allowed specificahOns, and their provisions Shall be carried Out by the sirs CJ Contractor. The Contractor shall, at all times protect the public FEKUZLR 12 Stake or guy oil trees. Stakes shall be 2" X 2" (nom.) quality tree FINISH GRADE w throughout the construction process stokes with point They shall be of cedar, clear and sturdy. Tree ties 1. For trees and shrubs use Inorganic (5-4-3) Commercial Fertilizer with for deciduous trees s`+oll be •Choinlock" (or approved equal). (See J - BACKFILL SOIL MIXTURE PER SPECIFICATIONS 0 cy 2 The Landscape Contractor shall carefully correlate construction activities rnicro-nutrients and 50% slow releasing nitrogen. etail 1) Jr \ ROUGHEN SIDES OF PLANTING PIT PRIOR TO ' with that of the EorthworM Contractor and Other site development. •I PLANTING OF SHRUB, t s:- 2 X ROUTBALL Q�JT MATERIAL 1,5 All planting beds shall receive a 2" minimum foyer of fine fresh fir bark EXISriNG SUBGR.ADE Z 3 The Contractor shall verify drowiny dimensions with actual field mulch. Mulch shall be weed-free. Mulch must not make contact with conditions one inspect related work and adjacent surfaces The 1. Plant sizes and radia shall oe first 0 grading quality stock and shot! conform the ala.t stem. c• p � O Contractor shod verily the accuracy of all finish grades with n the work to the code of standards set forth in the latest edition of American SHRUB PLAN TING DETAIL_ `A► u ' area 1he Contractor Shoff report to the Landscape Architect and n r i r Nurser Owner all conditions which prove^t proper execution of this work �--�--�--�- y�tack, as sponsored by the American Association IRRIGA,:QQf� NOT TU SCALE .•t of Nurserymen, Inc. (AAN). � Z T •- 4 The exact location oall existing utilities, structures aunderground 1. All newly planted areas to be irrigated by hand watering, or with Z f tand ori N 2 Species and variety as specified on the drawings anJ delivered to the automatic irrigation system, until all plantings are established. a Q � V utilities, which may nut be rnaicoted on the drawings. %holt be site shall be, certified true to their genus, species and variety and as determined by the Contractor The Contractor %boli protect existing defined within the current edition of In n llonal Code of Nomgnsl��rg 2. P!antin s small be irri irrigated sufficient) to thorou hl moisten all \11,!l11�j�/ in structures and ut,lity services and is responsible for their replacement g g y thoroughly / w �Ir l damaged. Sciences erosion,P�ii;r, issued by the International Union of Biological planting pits while not promoting anaerobic conditions, run-off and/or erosion 11/2 A 5 The Contractor shall keep the premises free from rubbish on,' debris at all times and shall arrange material storage so as not to intt'Ic•e with 3 Obtain freshly dug, healthy, vigorous plants, nursery-gre-n for a 3. Irrigation shall typically be administered during low evapotranspiration / minimum of two ears Plants shall have been lined out in rows, V' _ the operation of the protect All unused materials, rubbish and debris y periods (i.e , before 9: UO a.m. or after 6'00 p m ) and shall account X4 � X X - FENCE LINE/WALL/ rLWI annually cultivated, sprayed, pruned, and fertilieed in accordance with for weather conditions at the time of administration. �- CURS, ETC shall be removed from the site good horticultural practice. All container plants shall have been = N a transplanted Or root-pruned at least once In the post three years 4. Irrigation shall apply opproximately 1 inch of precipitation pirr week to 4,,\ O 6. All plant material and planting supplies snoll be worranted for one full Bolled-and-burlopped pionts must come from sod which will hold a all newly planted areas during growing season. X X -!)C 1( X y. year from final acceptance. During this period the Contractor shall firm root ball, Heeled in plants and plants from cold storoop -re not % � W f- replace any plant moteriol that is not in gc,od condition and producing acceptable GLEAN UP � new growth (except that material dnmoged by severe weather ��% \�� `-- TREE/SHRUB Y Q � conditions, due to Owner's negi,gence, or due tc• vandalism) All q Planting stock shall bo well-branched and well-farmed true to variety t Upon completion of work all extra material, supplies, equipment, debris, X X , X \\ X If � 'J O X replacement stock shall be subject to the some worronty requirements and species, full-foliaged, sound, vigorous, healthy, free from disease, etc., shall be removed from the site Rake and clean planting areas ' /"'! /'� I�1\\\ \ SPACING (A) AS w Q as the original stock. Any damage due to replacement operations s o Injury, defects, sun--scald, windburn, oorosiorl, and hor rful Insects or neatly to an even fine grade. Remove weeds. Wash and clean hard be repaired by the Landscape Contractor insect eggs, weeds and weed roots, and shall hove `Ieolthy, normal, Curfac:es, Including paving and wall faces soiled by work Remove soil, / INDIC 1iTED ON to Q (� � unbroken root systems. Deciduous trees and shrubs shall be PLANTING PLAN � �� = o Y mulch etc fro.n building led es details, faun ,atian vents etc. where p At the end of the warranty period, inspection:: _'loll be, made jointly by symrnetricol!y developed, of uniform habit of growth, with an intact, applicabg g / X X- X X X X.. Landscape Architect, Owner, Tenant and Landscape Contractor. All straight single leoder, and free from Objectionable disfigurements. Remove fl Brush mulch material off foliage All all plant the material. ,k �-,� � - CURB/L.AWN, EIC � 'J "' CE m r plonts not in a healthy growing condition Shan be removed and Evergreen hers onJ shrubs shall have well-developeo symmetrical tops Remove flog labels from trees and shrubs All areas of the project 1/? A m _Z V) < M 9 shall be clean, orderly and complete. Z Q r replaced with plants of a like kind and size before the close of the with Mica! spread of branches for each particular specie's or variety. � to next planting season. Only vines :end ground cover plants well-established shall be used. ����66��,,''77��uu..��/� - - - -- MM �iLL1J�1DL116, 00 r Plants buddiig into leaf or having soft growth shall be sprayed with on Landscape Contractor shall keep on c.te for Inspection by Owner's anti-deslccont at the nursery before digging. 1 Beg!n mo r,terionce following instolla' on of each tree, shrub, ground Q Representative, all receipts for soil amendment and topsoil deliveries n 5 Contractor shall not make substitutions of plant materials. If required cover and continue as follows until final acceptance: GR;/UNDCOVER PLANTING 4 EXISTING TFE_PROTECTION ic,ndscope material is not obtainable, Suomi' proof of non-availability 2. Regular maintenance shall include watering, weeding, cultivating, 30 NOT TO SCALE x and proposal for use of equivalent material. Wffen authorized, spraying, fertilizing, tightening and repoiring of stakes, removal of dead < S.hw 1: 1 'rovicfe tempornry fercmg, barricades, and guards as necessary or requxed adjustments of contract amount (if any) will be rnade by change order. materials, erosion repair, resettinglank P to proper grades and upright ht to protect trees which are to remain from damage obove and below grade, position, and Other required opert ons, as frequently ns needed. Water i prior to the commencement of construction Clearly designate tree protect 6 All vegetation shown on this plan shall be maintained in a healthy and shall include all mornuol supplemental watering required for trees and j, a `!` t, Ion zone to be clear of any personnel or vehicular rr,o:ement vigorcis growing condition throughout the duration of the proposed shrubs d IIng warm weather. Operation of irrigation System shall not use. All vegetation not sa maintained shall be replaced with new preclude requirement for additional watering A Trees identified for retention shall be marked with yellow flogging tape vegetation at the beginning Of the next growing season. and protected by oarrler fencing placed beneath the tree dripline. Clusters of frees, may be protected by continuous fencing following the 3. Protect and maintain until acceptance of the project., or agreed (in - - -, -T---- -- -- ---- lame guidellnes P-j&LUNL writing) partial-acceptance. H NO COr19truChan activity lone, 1. The Contractor shall notify the I -(scope Architert 72 hours in Y y shall occur within (i tree protection advance Of installation of the fonts 4. Replace any vandalized plant materials until the work is ac. -ept�d by -� ,• Including, but not limped to, dumping or storo•ge of materials such as P Owner. > • ( V) building supplies, soil woste Items, equipment, or parked vehicle!, A ,° I -•1 V) 2 Plantings shall be installed between Morch 1 and June 1, or between permit within normal soon as conditions As spms of trees to remain from flooding. erosion, or ex�;essive October 1 and November 15. When plantings must be Installed outside planting seof.on, remove H V ° , • Q Z 2 Protect root systems these limes, additional measures may from site and replace with new specimens (at Contr•�c.tr,r's expense), v F--- ' wetting resulting from dewatering operations and compaction. Do not store y be needed to ensure survival and plants that ore either dead Or in unsolictaclory condition, as LJ - .. _ ' _ ` construction materials or permit vehicles to drive or park within the drip shall be pre approved by the environmental consultant. ° ? -- --- determined by the Landscape Architect. 1• .� -� — Li Q !me area of any tree to remain Protect all plant growth, inOuding root a systems of trees, from the dumping of refuse Of chemically injunau= 3. Plant materials shall be transpor•ed to the site in a timely manner to TREE TRUNK U material or liquids, and continual puddling of running water Protect minimize on-site storage Where storage is -e uired, oil Ionte should 6. IdEntify replacements and take necessary suns to proven! Similar Ls.! q 9 q 9 9 ' 'g p � -- p00T BARRIER Li aquinet unauthorized cutting, breokinq, or skinning of roots and branches, be kept moist and shaded deml%e of plant materials For repeated demi,? of nGrticulor plants, Landscupe Architect may approve a substitute plant Selection. V (SEE DETAIL 4) < J,r, y skinning, and blulstr,g of bark. Da not o!low fires on site. Y p / 1 W 4 Plant stock shall be handled in a manner that will not break, scrape of a ��' 3 Maintain ;roteclion feature? throughout the construction process tw:sl any portion of the plant Protect plants of all times from Q V)!?4 Immediaftly repair any alteration to protection measures by construction V» " process. Affect alterations to protection rreasures irnm;diotely upon conditions that can damage the plant (e.q., sun, wind, freezing r conditions) v f dveruon of Owner's Representative. Monitor rr,ointenance measures daily -- -i� u� 15' L d t':y Iv - -- ---- --_ 4 Where pruning of existing trees seems necessary, review conditions with this 5 The proposed locations of woody shrubs and trees shall be field Stoked (CENTER ON TREE TRUNK) I Owner's Representotive before proceer'�nq, and comply with his directives and identified with on approved coding system or, by placement of the All free pruning orroot cutting !o be performed With sharp pruning actual plant material. Final location shall be approved by the z ir•strurrlents, do not break or chop Ito not prune without explicit approval Landscape Architect. TREE CANOPY I -f the Owner's Representative. Limbs and/or roots greatrrr than 2' in dlor.-ter shall be cut only un•Jor the a rection of a State'-certified orbofist Provide the follow'ng clearances fox planting Of trees. S T R E E T c t Mointaln 30-foot vision triangles at all intersections I.,nd corners Y 5 Da not chonye the existing glade teneath dripline of trees to remain 15 feet from all street/parking lot light standards I 10 feet from fire hydrants ICE It 51M. PREPE►RA'a 5 feet from all utility vaults, meter boxes, etc. c W 1 7raLES WITH MINIMUM 6' CLEb':ANCE TO EDGE OF SIDEWALK, CURB OR dUILUING SHALL BE INSTALLED MATH A ' o ° I Pr,or to soil preparation, all areas showing any undesirable weed tx All street trees, parking lot trees and all trees plcrlt.ed within 6 feet of �. �. a " r' �S ; crass growth shc.l be treater) with Round-Up in strict accordance with any curb, building or paving surface shall be installed with a root ROUT BARRIER BY DEEP -,,)OT CORP, OR EGllAL, o r-4 -e manufacturer's instructions barrier by "Deep Root Corp." or equal. N Qy► z �� aI . o U 2. INSTALLATION TO BE COMPLETED IN ACCORIDANTH MANUFACTUREWS SPECIFICATIONS 0 `° (i WITH V) c — � " No trees or shrubs shall be planted on existing Or proposed utility _T C 7 lines 3. THE TOP OF TIE BARRIER PANELS MUST BE SLIGHTLY ASOVE GRADE (NEVER BELOW GRADE), 11. W (0 In 6 Modifi';otign to the planting pion may occur based upon field conditions 4. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TO BE PROTECTED. ;, tiS�Q1I>l� B�Es'151� and a:oilabllity of plant material, only with prior approval of Landscape Z /" Architect. landscaping shall include finis'ned grades Ord even aistr;but.or. — CHAINLOCK TREE TIES (OR AS APPROVED) LINE R R00T BARRIER INSTALLATION PLAN L 4 Q_ topsoil to meet planting requirements Grooes and slopes sholi be oS 7 Excovote plant pits for shrubs and trees as follows. O0 Q 0 indicated on plans Container stock: width - 2 x the container diameter NOT 10 SCA Ix i depth container depth - Cr Plontlnq bed geodes shot! be approximately J inches below adjacent Bore root stock. width - 2 x the widest diameter of roots ? x 2 CEDAR OR D.F. STAKES; ; walks, oaving, finished grodelines, 'c., to allow for bark opp ication. depth �• depth of root system \ DO NOT PENETRATE ROOTBALL Finish 'Trading shall remove all depressions or low areas to provide Belled-and-burtapped: width = 2 x Bali diameter pCSltive drainage throughout the area depth = bail depth % FINISH GRADE � I a CrM'!t'I'd OF ROOTBAi_L TO BE 3' ABOVE TOPSCNL - � � CONCRETE a 3 See Erosion Central Plan (Sheet 5) 8. Scarify sides and bettrxn of plant pits to roughen surfaces. Dispose �� / F1fWSF1 GNADE CONCRETE Cl1RB ��„ - SIDEWALK T rn of any "sl osaiC or debris from excavation Check drainage of planting i _ ii _ _ hole with water, and adjust any area showing drainage problems. r~o � ASPHALT -f n x OD i - TEMPORARY 2" MOUND FOR WATER BASIN; t.anUscape Contractor is fO supply and place 12• of topsail in nsw 9 Prenore soil mix in each plontin� hole by mixing: REMOVE / REMOVE UPON ONSET OF SEASONAL RAINS _____-� _I J . -1 -- , E Clontinq bads lor'mdscape Contractor is to submit samples of the 1 part native .opsoil (no subsoil) BUlRLAP 2" MIN. BARK MULG'I, PER SPECIFICADON5 ( \ I I—)I I—I I -III- � ' 52l a _ _ I I-+I —_ I �. R001 BARRIER, PFR e e a .-parted soil and/or soil amendments to the Landscape Archite(:t 1 4art mushroom compost, garden compost, or as opprored l x II--,� I ( I Irl MFR'S SPECIFICATION -1 11=1 I ►-1 I ' 1=1 I Imo. � Tltarou hl mix �n planting hale and odd fertilisers at the (ollJwirt = URIAN D. LIND (; 2. Ltmd4cnpo Caitractor is to verify tnot tie topsoil in existing bods to q Y 9 g - FINISH GRADE ROOT BARRIER, PER _ ii �"' ( I (=III= l be planted, ig Or is mat corrdicive to proper plant S° rw1h. Replace rotas - I I- -I �6•- -I i l!--I I i _ 1, 11/30;06 Cz, and supplement topsoil in ex sting beds a$ necessary. Small shrubs- 1/8 Ib. per plant I I� MFR'S SPEGfFICATi(1N -I I I�1 i 1=I I ( I I_111-I I �- NATIVE MATERIAL 6, OREGON �` +« Shrubs. 1/3 to 1/2 lb. per plant __ _BACKFILL SOIL AAXTURE '�I I 1-1 I 1-1 I I— I—III=1 I I` � BACKFILL C C� I Topar,:i ethyll be well-drained, homogenous in texture amd of uniform Trees 1/"3 to 1 Ib. per plant �` -- c X RC11•JTBAI_L PER SPECIFICATIONS NATIVE MA rERtAL BACKFILL —, I - � grade, wlllout the admlxt:'fe of subsoil moterial find tree of derlse - material, har,lpan, cloy, stones, sod, or other ob*tionahle foreign 10. Place the plaxrt an o layer of Compacted planting mix nt the cf!rtter a1 �- EXIS117!dG StIf�GRAOE -I I II f�I I, i T mv.terial containing not Imes than 5% or more than 2A organic matter the planting hole. Plant trees and shrubs upright and face for best I _III— I - �� 10937-001 ° Il that pdii:`n of o sample which posses a 1/4-i-tch sieve when appearance. Ramove contuiners or ties o+id burlap from the top of � �.�. �- EXISIINC SOBGRAUE � o:`fermined by the wet cornbust'on me'-,A owl a sample dried at i05 3�*,R Monts. Check foots and cut clean any frayed or broken root. DECIDUOUS TREE PLANTING COY STAKING �i-''i!� 6 rji- gees Fahrenheit Hockflll planting hole with soil mix wt-;Ie working each !oyer to eliminate 1 r-I)ids. (Sete Details) NOT PD SCALE r e o 4 Topsail shatl certain a pH value *it.iin the Tinge of 6.5 to 7.5 on tho: NOTE: ALL TREES PLANTT>Z WATWIN d FEET OF ANY CURB, BUILDING OR PAVING 100 LINEAR 001 BARRIER INSTALLATION �S�CTIGN� or 10 a- m portion of the saple which posse! a 1/4-incl% sieve. 'SLWACE SHALL BE INSTALLED VAIN A ROOT BARRIER B`.' '"DNOT fU SCALE '"DEEP ROOT I GI SKEET NAME: REVISIUN CORP.- oQ EQU.AL. (SEE DETAILS 4 !k 5) _LSC2 Q jA 1 w ^^--.�.._�_e.....,..,...,.,.".,.n,..,,.n,.,� .�.,.,..�..-�..-......__....-------_._.__.-..,_-....._.__.-..,.,..,.,wnwe.."-r....,...._.........-.__._.._.._._.,...,.,.....,.......,.•-.. .._ - *at-.;:,.._ r :I:...-.-.., ... ;,,er;+��; :t:�Mq'.!�•p�r.WlM�!"r1M+MM1it�W. �'l�llwlhzs ,u..a.l sora _.. � .} ^'` I' ` , f° yt«s'yrs,3,,° r • r �wlr+art.--•-..,.,.____.....�,... ,...,....,,..L�.....I..,.�CTI , tllllli. tl 11 7111"11777 11 g11I , �y 4L' YsTM 6 10 ft 12 b 71!! !9 21 22 2 ? ?4 ?ffi 2D 2 28 29 N3l IQ f0wo , 'I tae I t.•. 4 .r 1 }