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HomeMy WebLinkAboutTigard High School Modernization Public Facility Improvements TIGARD HIGH SCHOOL MODERNIZATION RECEIVED z F PUBLIC FACILITY IMPROVEMENTS __. JuL 0 2 zojs CITY OF TIGARD P.LANNIN /ENGINEERJNG e ': COPY Sg3eE PREPARED FOR: CITY OF TIGARD, WASHINGTON COUNTY, OREGON INDEX COOOSHEET COVER SHEET w C0.01 GENERAL NOTES SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST C11.00 EXISTNGCONDITIONPLAN C1.01 DEMOLITION PLAN WEST C1.02 DEMOLITION PLAN EAST C2.0 SITE PLAN C2.01 SITE PLAN ENLARGEMENTS P . � C - � �i C3.0 GRADING PLAN INS �k r0 ,. ` 3.01 GRADING PLAN ENLARGEMENTS ■1�1 �_i I PUBLIC FACILITY C4.00 STORM PLAN WEST IMPROVEMENTS C4.01 STORM PLAN EAST w1-, . PORTLAND z i �' „ C4.02 STORM PLAN ENLARGEMENTS q ,` l��` - C4.10 SANITARY AND WATER PLAN WEST 0 W a.o..m.+•u+... _ --- SW DURHAM RD C4.11 SANITARY AND WATER PLAN EAST / - Q •' � .I ---=""e"""- �"- '�' -_.- =-••-" "-�`•�`-' C4.12 SANITARY AND WATER PLAN ENLARGEMENTS U �/�\1�•.`��� .u� ° iA C5.00 SITE DETAILS N jCt �1.� U� i I s n I . - • pV 1 C5.01 SITE DETAILS Z a �.� _ �,,�� t �jQ F C5.02 SITE DETAILS O CO ,P� ® ��� 1 yam/ ,1 �`;, k �� C5.03 SITE DETAILS W Q E E-j�•.-1 i N V I / NST z C5.11 STORM DETAILS J AM j .rN SITE 1 �� r1 RVC C5.12 STORM DETAILS 0 c 0 i1 < T/ 13 STORM DETAILS - 0 1.j�� * ii: DEVELOPMENT <�, of ,\ %i �4 �6 RMDETAILS -1 I �.�+�� t�PROJEC �l ' N. i i ,1 q l� /GN 3 NC}I n p C5.21 • ILS U d ..�. . p O w C5.30 WATER (n L .-- , A CIC CON R c . O - LOCATIO' ..' ` , qe k.ep WATER DETAILS /` 7 = J z •r` .;' /NE NoT eE E �OOE T 4 O 'I�E AdESS&PROTECTION' 0 - Z �� N• V ! , VICINITY MAP I� L•0 I v SCALE:NITS IF �� ER F O S�' q �� P EEN� OVAL PLAN NORTH = Q J Z A pi. OP F(/L� R Wu q Np "M�'��Es OViit AL PLAN _ D o _- Co 1 R OVA L ESS OP ESpONs/ S R L E I U I o T e/ 1 NDSCAPE PL LAN SW R/N DpES �t �/� ` 't �LA�JDSCAP TIN PLAN NE&COURTYARD C C p Q O ark NO ��/N (< CAP PINT Q 0 Q 12OOC-.:; ate: TER PRE., WS - ,®�N 0 D 0 C� :_____,==_.: CODE EVEN. `I � � - - ^ p ANO V`�"`O" I- H H- \ \ C, a 4` TR NYSfiENIIAREN I H , B 0 �/0 .0 TR �• 4LUM PCATd�h/ / i i y •�1/NtE • OLU _ PROFILE Ra_C - PROJECT i1 :.:-..._._.. P N&PR C7.00j�( I SW .:' RD 'S &PROFILE .41111122. .47 iiw� LOCATION �II� C7.0 •'D AVE' AN: •ROFILE it i V% C7.10 S ET II g��%/r. - ` 0) C7.20 STRIPING PLAN 0 I_ U u r r � T*""_ ,z„ C7.30 STREET DETAILS Q I //4 KEY MAP E C7.40 STORM DETAILS I fW 'Ir • SCALE Al,r=200 ,r p C7.41 STORM DETAILS II T�� a C7.50 WATER DETAILS W Ct I] r7 J �} e a C7.60 STRIPING DETAILS I 0- o a I) ® C7.61 STRIPING DETAILS II U) tt e,,,,,,,,A ` wC PROPERTY OWNER APPLICANT U _ /'w•,.M•,,ee7 TIGARD-TUALATN SCHOOL DISTRICT TIGAR0.TUALATN SCHOOL DISTRICT LL L6.00 STREET TREE PLAN-SW DURHAM RD Z 6960 SW SANDBURG STREET 6960 SW SANDBURG STREET W • I♦ TIGARD,OREGON 97223 TIGARD,OREGON 97223 J L6.01 STREET TREE PLAN-SW 92ND AVE �eEo veoFfss 8 `- • I PHONE:503-4314000 CO �`� IN F O CONTACT:ERNE BROWN,SUPERINTENDENT a3 L6.02 PLANTING LEGEND Q ENc e n 29 LOCATION MAP �, STREET ADDRESS D- L6.03 PLANTING DETAILS&NOTES W to/7861Itt Le. SCALE SITS „ TIGARD HIGH SCHOOL ENGINEER/SURVEYOR 0 ••atoII- Hr 6 3. 0. 9000 SW DURHAM RD, CARDNO IL-01 NOTES AND LEGEND z TIGARD,OREGON 97224 6720 SW MACADAM AVENUE,SURE 200 IL-02 STREET LIGHTING PLAN �9rj-fN 2 C�u�E�\y PORTLAND,OR 977219 a PHONE:503 419 2500 IL-03 PHOTOMETRIC PLAN 9ENEWS 12,a,aoe w • SITE INFORMATION FAXCONTACT:503 MA 00 CONTACT:MATT LEWIS,PE ESCO.0 ESC COVER SHEET.4 LOCATED N SECTION 14,TOWNSHIP 2 SOUTH,RANGE 1 WEST. ESCO.1 ESC NOTES DATE 06rzerz0,e ��.' WILLAMETTE MERIDIAN,CRY OF TIGARD,WASHINGTON COUNTY, BENCHMARK/BASIS OF BEARING DRAWN I KNY `- OREGON. ESCO2 CONSTRUCTION PHASING PLAN J DESGNED KNY 3 ELEVATION DATUM:WASHNGTON COUNTY(NGVD 29) ESC1.0 CLEARING,DEMO.&MASS GRADING ESC PLAN-NW SITE TAX LOT:2S114AA00100 BENCHMARK:4179-13/B'BRASS DISK 0 CHECKED I MCL LOCATION:SET IN EAST CURB OF SERENA COURT,47'SOUTH OF U ESC1.1 CLEARING,DEMO.&MASS GRADING ESC PLAN-SOUTH S SITE SIZE:43.5 ACRES THE CENTERLINE OF SW DURHAM ROAD o Q PROJECT p 27212et0 ELEVATION:19969' N ESC1.2 CLEARING,DEMO.&MASS GRADING ESC PLAN-EAST LL SHEET TITLE ZONING DESIGNATION:LOW DENSITY RESIDENTIAL PLANNING ESC2.0 UTILITY,STREET CONST.,GRADING&FINAL STABILIZATION ESC PLAN-NW 1 m 5 DISTRICT(R4.5) BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD ESC2.1 UTILITY,STREET CONST.,GRADING&FINAL STABILIZATION ESC PLAN-SOUTH 0 COVER SHEET o_ MONUMENTS MARKING THE CENTERLINE OF SW DURHAM ROAD J SHEET NUMBER B N PROPOSAL:PUBLIC SCHOOL IMPROVEMENTS PER U.SB_T.003,PAGE 508,BEING NORTH 89"49'44'EAST. ESC2.2 UTILITY,STREET CONST.,GRADING&FINAL STABILIZATION ESC PLAN-EAST CO E E ESC3.0 ESC DETAILS D C0.00 VO W ^ - CL LAND USE CUP2011.00006 i I i i i - A - CAIO I Ifll9 LCUCIVU ' _gr- ' IIII ° ' - _. ^ - EXISTING BOUNDARY LINE e f . I., I: _ '�- _ • EXISTING CENTERLINE RIGHT-OF-WAY LINE .i NIMIS __ .,»T. --'c .c ,. EXISTING RIGHT" • - - _ _ 13 _ SECTION N -E9'd 1k Oj ea G • au G 7Nro G �G G O-- G G • G G t4: C' Gv G _-__...__ G T*rL5 O alleds © r- - _O - �© ,:,_ 95 0 -BW DURHAM RD- - O - ` - 96_—Jr - - - - D - - STORM DRAINAGE LINEFENCE LINE I baSSV tfI © _ ��� m' ryfh/M I. n 2p0.- ..199... .198-" - 1ge 0 .1qA I •3G �~"g�- SANITARY SEWER LINE 0 500 - - UNDERGROUND WATER LINE - IJ 0 - - ---- _ .,..- -. ._,..... _ _ - - - UNDERGROUND ELECTRICAL LINE _ LS : -I� - LS L E � �w Cl� 3L_ w ram I ^., .l -•``O--__~ r. _.. ---- _ -..-_:--- �� - �- —- .. _--- - - ___ ..7 _• _ _ _ --91I, T UNDERGROUND TELEPHONE LINE 721 NW 9TH Ave,Suite 350 �.,' .i. 19•-.....-.. I �� .�'�..r��M.���� f97� ��L: rr� fir rr1 8 ��� _ .--_ co .-_ - UNDERGROUND FIBER OPTIC LINE Portland,Oregon 97209 mi.,,„... •- ! I (-xi-`T i 1 -- '\ WATER crv ( ) 0 9500 ( ) 0 9519 1 ; i LS _ 5 G - �® sef i• :. ....-- 7s ELECTRONC , ' /'� Vv • 2 • UNDERGROUND CABLE TVINE T 2�B 34 F 2BB 34 .......... (, 1.% VAULT ,- 6. UNDERGR i s; = READER SIGN , " INDICATESODATA FROM AS BU LT INFORMATION ----_ ,,s7 9 'oZ oHw ENGINEER 8 LANDSCAPE 1 6'' OVERHEAD W82E R CIVIL -..- .-. MONUMENT - --• 1 - ' '^ i' i 190 <T SC'N �q' EXISTING BUILDING FACE 6720 SW Macadam Ave Suite 200.. �.gCardno a I� .. -Y - - ....... • BUILDING OVERHANG LINE " i l 3U.0'= _ _ /� 5�'-•--- BULDNG EXISTING ASPHALT SURFACE Portland,OR 97219 1111�iil P1-, �� 60.0 L �� (AUDITORIUM) _ ( )4 9-2500 ROW .•w 1 - / ENGINEER 93 ___ , �• -79s ......... ........ .. ..--.ry /co STRUCTURAL m •. Lb �� # Catena Enginee s _ 195 c : El o� .��� ` EXISTING CONCRETE SURFACE • ro .` /. - - ° s• � 1 / 7500 NE hing St"Sui F ' y' �r w Portland.OR 97232 / .#` `1 ° y t • EXISTING GRAVEL SURFACE : Cpi t.:: ! I }f I ..,.... I - _• .. � ,%�/ \7�.. �� `�� '� N. 2 , • FOUND MONUMENT T(5031•a67<B80 1 I / \ - - �lN0L ` O MECHANICAL ELECTRICAL S '.I:^aa' I ss ---- _�..r ..19'-Ls • l' o O1� r . :.. Gv, ALL TIMES PLUMBING ENGINEER a --._. ° I --- r✓ -"• -• '' •-. P COVERED GAS VALVE T Glurna0 j ...[.1.J - - -.: i'- 19....-.._ '. I / %X BNE RACKS Tr - GAS METER 900 S W Fifth Ave,Suite 1600 -. 194 L � _ FLAGPOLE ./ P, \ " $ GAS WARNING SIGN �• I, I TICKET '( - M� \ /- s ?\j �� (325PACE5) _ C) - SANITARY SEWER MANHOLE T(503).22OR 7.5220N G . gibBOOTH 7 9 - v _, a sC - SANITARY SEWER CLEANOUT 777 1 t - -Uu/ 2 y - \\�\ ® - STORM DRAN MANHOLE FOOD SERVICE CONSULTANT ® - CATCH BASIN 9 h' I I I :1 • 196 . . BEE - `+t . `\ Webb Foodservice Design - ® - CATCH BASIN-TRAPPED TYPE Portland,OR 97202 6900 I,_ 3 / 3700 SE Lafayette Ct. NI TENNIS COURT _ "I I.. :1 (, A '• �m1�e"A I , . �� \�. ® - AREA DRAIN T(503}236.8566 : /.F TIGARD \ 1 I I' 19'3'- ®• -- 0�/- , HIGH SCHOOL ��\\ ROOF DRAIN V AA fi- - FIRE HYDRANT ACOUSTIC&AV CONSULTANT SV " FIRE DEPARTMENT CONNECTION The Greenbusch Group .I © I.• _ \��\ '.W. . UNDERGROUND WATER VAULT I900lW WA e0179 'f .-.i - ` c• - WATER VALVE 1900 W.Nickerson St.,Suite 207 • - TS 1 E•- - 195 C WATER METER BOX © E _ • \ / l: (CAFETERIA) � - • WATER SPIGOT '� '�� �` oCO ( 'a \ - �`' COST CONSULTANT 3. I I - �I/'+.� EXISTING \ �T'TTT �\�i - IRRIGATION CONTROL BOX �! (BUILDING \ •� I�Ic - GROUND LIGHT Construction Focus I O .�I �. (MAIN GYM) \ - ��•` TRASH lti(; • - SHOEBOX LIGHT(SINGLE) 740 ORn St 1I \ `S'IM.,, COMPACTOR \ Eugene. 97402 3 • - ACORN/GLOBE LIGHT T 541-686-2031 gI S i, }q �- \ \ - RECYCLES - STREET LIGHT(COBRA ARM) 7 atr� TENNIS COURT _ ( 4 \ UPPER BUILDING FACE r,. CONTANER J i s STREET LIGHT JUNCTION BOX ri > "v�a /��# 0 - ELECTRIC METER 111 III �� �' ,131 / \\ \ �/, �� ,•` o,_Tmr_-- � ELECTRICAL VAULT II • \ , / EXISTING ��\��pa ■ .w (r ELECTRIC JUNCTION BOX - - o -_�• p' \ / i/ BUILDING . C ELL TRANSFORMER .11��I \ V• f q 1 [_. " ELECTRICAL CABNET -1® EXISTNG - \ / -�� - UTLITI'POLE 11 I -.1� -194 • BULDING Ls C i RECYCLED r - GUY WIRE /\ (AUXILIARYtr All GYM) -� `\\ ` CONTANER T TELEPHONE VAULT 7T 1 ••' - i - i 20•YARD E . TELEPHONE RISER 413 1. \� i � 7 °°" DROP BOX , J- I. LS CI ` \\ - - TELEPHONE MANHOLE V J f./ty�7-�I7O ID P ,r (TRASH) -� .- . TELEPHONE WARNING SIGN PORTLAND enre ■ *� -\ \\ `. o 0 F - FIBER OPTIC VAULT rAx. 2. r : n -L_._-- i--._ /� \ •\ 85t; - - CABLE TELEVISION VAULT ''�1•'a. / m.4 1 C EL-1�A'H. � - - CABLE TELEVISION RISER / .%9°ROFe 1 i ! ' - - - / l - ® `SS�§0} \.., - TRAFFIC SIGNAL POLE -\S1E- SS/ Q ,,. ���(_ �s�_� \ O L = - TRAFFIC SIGNAL POLE AND STREET LIGHT �� ,NGINfE9 Oy ,•I' y RAMP TO FLAGPOLE '--SCOREBl3ARD °i� 7D0OR �N,G / - PEDESTRIAN SIGNAL POLE Qal 786 Ph Le Y! rg 1 ill DOOR OU S O �� KAUTZKY PLAZA • STARS iJSSp6AG - SIGNAL JUNCTION BOX • •/INTe 06 O6 ®'. MONUMENT as L g - UNNOWN C ANOUT ORE(;i3f�d1.3-• 0 li 6 J .� 1� a O LE 22 C( 11---1 BOULDER _Ls 4 ^91 / O 1 . °I /'I'� / o TP - STAND WNE ,•P 4N 09 qn,,,\S 7 I +.eT9n11 G X A •..�.0,. �- ,q0 \\' / ', �J - UNKNOWN MANHOLE 9Tligw C.\E• 0 . UNKNOWN RISER I J WATER O�, w s- _ w '` , S4 -- © - UNKNOWN UTLITY VAULT TI S.1z,1Ru,8 SWMARTHA ST ._ I ■� .� .f92 a . - .....,87 'MF110JtW.STRRS r LS•\. �F �0a ,/T j / G `SZI.A .O 'l -� i j n`Cw ¢,w® -- (AUTOYARD) -(_ Q� ' � m - UNNOWNJUNCTIONBOX e i j' ® " TIGARDTUALATNNSCHOOLDISTRICT BOCK • CE ��� - HANDICAPPEDPARKNG SPACE: `-� 1 TURF FlELD WALL ELEVATION DATUM:WASHINGTON COUNTY(NGVD 29) ,Q76 ® _ ^¢0 O aF -F�S't\�G - BOLLARD TIGARD HIGH ® �,` % a T BENCHMARK:#179-1.3/8"BRASS DISK `+ 6 _ J��,O a P ,,. LOCATION:SET IN EAST CURB OF SERENA COURT,4T p 4• ® ffp 6 oGP " FLAG POLE SCHOOL SOUTH OF THE CENTERLINE OF SW DURHAM ROAD ,� f �• "' mry �. '''L y = ELEVATION 19969' LB �. -I-`%5; ffb/ffA/`�G O. a _ �� MODERNIZATION GAE POST .1 OU Q�H.. / SS MAl80X I— �� OCD -,. DRINKNG 8 BASIS OF BEARING 2 J" O c,* /- _a - SIGN POST I ,n `' roam," �5--..-.- ZSd�+ EO\ - •'1 i - DOUBLE POST SIGN ec DT I cDNCRETE BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD EXISTING O vS , /1 G _ 7 O • ,HALL MONUMENTS MARKING THE CENTERLINE OF SW DURHAM ROAD �g�_ [� BUILDING ®� 00� �;�,� _I BENCH )0 11 fY O\, .� PER U.SJ3 T.003,PAGE 508,BEING NORTH 89°49'44"EAST. •''e,{f_ (AUTO SHOP) Vv� �� 'r/�I 0 ®� If• CONIFEROUS TREE LLI i is x ` r— NOTES _ `Y`fr. -'/ \\\ 1 - DECIDUOUS TREE a I I t• , x 1.MANHOLES SHOWN HEREON ARE TO CENTER OF �(// \ - ) - `" O l^ 9000 SW DURHAM RD. I ,� '- !\ \,/ ® O v - _ __ L TKaARD,OR.97224 :- )� MANHOLE LID,NOT CENTER OF STRUCTURE. ARTIFICIAL TURF \i/ / 'Pj+ 1— I �9 .^ } BASEBALL MELD r �'Y; T e'9\� y f� z JOB NO: 16992.00 � UNDERGROUND ACCURACY STATEMENT \ ® 00 PG a J I N THE UNDERGROUND UTILRES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION �� 5t\�\aG 551 ! _) _�� W ISSUE DATE: JUNE 4,2018 a AND EXISTING DRAWINGS.THESURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND - ® _ 6H'p'CV ,' • I 4- - _ _ S UTLITIES SHOWN COMPRISE ALL SUCH UTLITIES N THE AREA,EITHER IN SERVICE OR C l5 - - a0 L Jurisdiction Stamp Area ABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND ,- ' �✓.` �7-�{---v 1 UTLITIES SHOWN ARE W THE EXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY THAT THEY -1 BE i L€ w = r �� p ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.DUE TO THE O+ , ' �. r O $50- _ ,- `r-' 4 HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,R ; 1 ` �;�.I �' F ___ {��IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO UTLITY MANHOLES TO RETRIEVE DEPTH AND 1� ___II.'"' .' F" ' _ _ _ LL 1$ SIZE INFORMATION.INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN PRESS r.� I `J � _- a y I ACCURACY DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION OF MANHOLES.THE BOX -- r' ' ;_ ilr��S1 p- SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. ' 0 STORM DRAINAGE TABLE: ©SANITARY SEWER TABLE: i.Li ~ . — . OCATCH BASE O4 CATCH BASE OB CATCH BASE 11 CATCH BASE 18 STORM DRANAGE MANHOLE 21 STORM ORANAGE MANHOLE 24 STORM DRAINAGE MANHOLE O SANITARY SEWER MANHOLE 4O SANITARY SEWER MANHOLE yfr-• - ''I ��',)I RN=20038' RM=19932 RM=19630' RM=192,95' RM=193E5' RM=193.12 RN=16635' RM=19220' RN 20086' I I EXISTING 1PCONC(N)=197.78' 1D'CONC(N)=19794' 12'ADS(w1=19250' 12'ADS(W)=19026 8'CONC(E)=187.65' 10'CONC(W)=188A8' UNABLE TO MEASURE ICONC(N)=183A2 8"CONC(N)=18989 1 _L__- 1 J SUMP=19738' 17ADS(E)=197.16' 12'ADS(E)=19218' 17CMP(E)=18992' 8'CONC(N)=18766 17CONC(N)=188A8' BLOCKED AT ALL TIES 12CONC(W)=18336 e'CONC(5)=189.80' SUMP=19520' SUMP=19229' SUMP=1B996' 17CONC(5)=18785' 12'CONC(S)=18837 10'CONC(E)=18330' 1PCONC(w1=18956' -1 U O STORM NAGEMANNOLE.57 O CATCH BASE O CATCH BASE 14 STORM DRANAGEMANHOLE 19 CATCH BASE 22 CATCH BASE 25 RM=19193' O SANITARY SEWER MANHOLE H BASE 10•CONC(E)=18951' - Q CONDITIONS 10'CONC(5)=197.72 RI=19894' RN-194AD RN=192.05' RM=194.4T RM=191.79' 4"METAL(S)=19193' RM=19821' 5 SANITARY SEWER MANHOLE \ 1 .-.. -' PLAN 15"CSP(NE)=19787 17ADS(W)=19689' 18'METAL(SE)=19024' 12'CMP(W)=187.60' 17CONC(N)'19132' ICONC(W1=190D9 SUMP 189.78' (N)=18833' RN=19632' 0 (15•CSP)(W)=19782' 1TCPP(N)=19654' SUMP 190.72' 21'CMP(N)=18736' 17CONC(S)=19092' SUMP=18999 12CONC(W)=18833' ICONC(W)=191.15' 1 FULL OF WATER,UNABLE TO 21-CMP(E)=18730' SUMP=19022' 17CONC(E)=1881/6 8'CONC(N)-19097 -- J MEASURE PPE SIZES O CATCH BASE /0 STORM DRANAGE MANHOLE 23 CATCH BASIN — -- -- CO All.199.11' RN=194.49' 17 CATCH BASE 20 CATCH BASE RI=191.78' 3 SANITARY SEWER MANHOLE lO SANITARY SEWER MANHOLE SCALE 1"=40' O CATCH BASE SUMPIE(W)=19721' 17CONC(NW1=188.41' RE 1932E RM=191.73' YCONC(E)=18788' RM=200.19' RN=18601' ^ 11./ D^ /1�•00 RM=20032 12'CONC(SW)=18836' 8"CONC(S)=19131' 17PVC(SE)=18978 SUMP=187A3' 1TCONC(W)=189.04' 8'CONC(N)=18086' 40' 2D 0 46 LL 17CONC(N)=192EO 7 CATCH BASE 1TCSP(W)=19833' SUMP=19131' SUMP=189.13' 10"PVC(N)=18944' 8"CONC(E)=180.76' 151.IETAL(SW)=198.11' RE=19826' 17CONC(SE)S.18829' 10"CONC(E)=18899' KEY MAP ^ - --- SUMP=19798' I2CONC(E)=19426 17CSP(E)=18824' am F an I L - _, _ GAIJIIIV-LCUCIYU E I �•• - -1]=:� - III EXISTING BOUNDARY LINE II � CENTERLINE EXISTING CE E - __ -- .�.^��: _- -OF-WAY LINE . _ _ _-- - 4/ 7 L �_ - G G _ _ A — _ FENOCRE LINE E T G G—L- 0 0 G G-- G- G G G T_ T'! ,Iii G 7___ _ SW OURHAM RD- _ - �).i _ _ SD - S DRAINAGE LINE G G I G _.. F 1 a_ ii_ _ 0 .tyA ,p'3'. - 55 - SANITARY SEWER LINE {ISVVLi� © — © architects wrW.6�LMGIni dril w 9. L _i -- - w _ UNDERGROUND WATER LINE H .1 --�. -A artim > 1s —a �-._ - AMA- '__- ally} _ Late-..— -._ --_ �Ar'�A.. A"- . t -�Q� O E UNDERGROUND ELECTRICAL LINE �I�,. . . ��j ����� /yyy-��'������ �� �® ��� �.�Y�' "1���6 �,m 1,.' _.... r UNDERGROUNDTELEPHONE tilt: 721 NW 9TH Ave,Suite 350 Th, --- • --- -T - si f r ._ - stars. /i - FG - UNDERGROUND FIBER OPTIC LINE POrt�Od,Oregon 97209 n � Fitrill12._1 �®� ® '� m�ir ®�7m®� ®' � Ls IK%! WATER VAULT � ,-��.'�� -ac0 � �, Gry - - UNDERGROUND CABLE N LINE T(206)3//0 9500 F(206)340 9519 I' �t , 77,100_ L5 �,�% F - UNDERGROUND NATURAL GAS LINE �.� �° ELECTRONID ���: / INDICATES DATA FROM AS BULT INFORMATION 0m ®� vs READERSDN m � � IF .� oHw - OVERHEAD wIRE CNIL ENGINEER 8 LANDSCAPE I' I ►�� MONUMENT` SION / BUILDNG FACECardno © EXISTING ®` » »>>�>>��������� 6720 SW Macadam Ave Suite 200, N'� ��� 9�� ® / � - - BUILDING OVERHANG LINE BUILDING Porthntl O-2500 (AUDRORNM) - EXISTNG ASPHALT SURFACE .13 T(503}419-2500 R 97219 ®eJJa�y jr,KAie .��!-LS �_>� STRUCTURAL ENGINEER IIIly 10�f m ���,., Y / ( - EXISTING CONCRETE SURFACEEngineers - �frt..:;;I:(1°. ,� ®.,J . �I./' SOO NE Mng St,°�I pot-Rind,OR 97232 ®« 414 y �, .�,�.� .- ® o �� ~+' Ali .• EXISTING GRAVEL SURFACE T(503}467+i980 I ��'�'�© A ��' `'� �m ,�� ® © • O - FOUND MONUMENT MECHANICAL ELECTRICAL& Aqe 0 ® "------ , �- e r ., cv, PRo7ECT Ar ALL TIMES PLUMBING ENGINEER GAS VALVE c'I � / t • ..s COVERED -. - 900 GAS METER SIaC a � • FLAGPOLE 6 < !JI' \ $ GAS WARNING SIGN'/n� . y BKE RACKS 900 SW Fifth Aver Suite ifi00 r. I� 4 �,# Qs - SANITARY SEWER MANHOLE T(503}2207R5280� �. ©LL Ls/ s V a SC - SANITARY SEWER CLEANOUT �� 'm t , \ ® - STORM DRAIN MANHOLE FOOD SERVICE CONSULTANT m I( �® �' .r ., �`y Er: _ _. \ l \ Webb FDDdservi t.Design - - le440100(4,::„,„;/"(:.7 \ - CATCH BASN 9� � .► ; 3700 SE Lafayette 972021�tI; •� -, .- O � Q - - \ '� ® - CATCH BASN-TRAPPED TYPE Porthnd,OR( a / --- - ` TIGARD \ \ tt. ® - AREA DRAIN T(5land,O 97 'I J ,/ I n58 /� ��S^� `�� - � HIGH SCHOOL \ - ROOF DRAN II , \ 6 - FIRE HYDRANT ACOUSTIC&AV CONSULTANT ' P1:1O-. '© �� + - .,'�� ` - FIRE DEPARTMENT CONNECTION The Greenbusch Group I �IN, m / , •^,'' -_ _ '�•;� ` �`'\ _ - UNDERGROUND WATER VAULT 1900 W.Nickerson St.,Suite 201 ‘00) / , - _ �\r - WATER VALVE Seattle WA 98119 f P _ \ T 205-378A589 a /, _____ �� / © -LIARS OF '-�1 �\\ �a�p' (CAFETERIA) - E - WATER METER BOX �. COST CONSULTANT � �/�©�r . !1I1II! B LIGHTX LIGHT( 97402 LOBE LILIGHT(C so' Ar LIGHT JUBC METERICAL VAUNTS4IIC JUNCTIORMER I. __ - KCAL RISER III'II ���' � EXISTING © ! - -- •� UELECTRICAL LITV POLECABNET __ __ • BUILDNIG ie - + ® _ GUY WIRE Q (AUXILIARY GM) -__ - L, TELEPHONE VAULT 4B � �� _ - __- _© '- '�� \;� 4 � - * �' P - 1 _ IY; TELEPHONE MANHOLE �VCl/7J/70 A Or `�� i� ,�L -.© TELEPHONE WARNING SIGN PORTLAND ab J• - - ♦♦ �v1�' ,Sit, _ /® ® .i - �'i - FIBER OPTIC VAULT ,� - - _ .i$�� �-� , IC CABLE TELEVISION VAULT . 10 ,. ` __ _ � �', ~. ❑ - CABLE TELEVISION RISER DPflOf __I` _ - .e��� 6�: lssl��' ,.� - TRAFFIC SIGNAL POLE �PE GINf Ey'`r0 tO 4� � I����� Ls � �© ,�L, �+ © \ G - PEDESTRIAN SIGNAL POLE TRAFFIC SIGNAL POLE AND STREET LIGHT t W�U��78fi�I�G�e i - _� r � �� • ♦% I .. LMRS OFDEMOLFION ��'�� 'I�,GG fr.. 2018J7606 (: �� 4� _ ___ ®.0 , - -1:1 O (AUTO SHOP TO � ,� © 1 F,'1'�S O�X1 +°a QG - SIGNAL NCLEANBOX St•YIR[Ure 125153•,'..' - r - _ _ 9 4�•® ' � © ,� 00��' - UNKNOWN CLEANOUT OREGON �' n". 09_jr Am �`''®• it 1 jjE -- --� `0 St ,.. -k.4 L 1a� REMANI ,�, �� ,� '. ` /#.., a Ta STAND PIPE 'XfyT'94'.e9,'t°°, 5 � - /— ® /9J _ -� I� '—'��' �•�� .7 .�I,� I `, s - UNKNOWN MANHOLE IyfW C \E -SW MARTHA ST 6PTyi ! � g, ,� � ,�FY i `m ��.,' � 4s ..,Aar v 1 \s\'N'k/)s,): S.� .✓ •j' ❑ - UNKNOWN RISER - r W. ,I_�� � �` ..,I,���- ��.�i• ��ml s � �� /' ,i, lS m UNKNOWN JUNCTION BOX UNKNOWN UTLffY VAULT FXPREs.znlrzo.e ,% ® ��,�. �pI "•a,:. ,.j° ® - HVAC UNIT TIGARD TUALATIN SCHOOL DISTRICT G� �Cb�. BLOCK —�"� ��Q'� •c...-- i :+ TURF FIELD ;©�6 / 1" © '' ✓ � 5-��NC'G\ - HANDICAPPED PARKING SPACE S` • • wAL j -�� „ 1 _ t� c,J o� BOLLARD TIGARD HIGH - 61 e .', I m .6\� 0 P - FLAG POLE .,� 29 ® m \� IF /���- \�c.` m I/a.bl / c P - GATE POST SCHOOL ti re./ 'i FOOTBALL FIELD 1 / 1-,0,0'. ,, I ri ..,I O - MALBOX rg II - FO #019 , I= „, -(� ,•.- F- DOUBLE POST SIGN AB • TING cowAALRLrE ,♦ m/ .♦ m BUIEXILDING ®.i0,.9,��♦ I EE/ ,,, 1 vvEll ... O BENCH 10 f' I b En Ola; 'j9N � w ♦% f�� (AUTO SHOP) :-' .. �•` /�7 t�• /�� B - CONIFEROUS TREE w �9l ♦ d , �� , DECIDUOUS TREE a ai ♦ - ,, y. { '^ 9000 SW DURHAM RD. ( _ ♦ � vJ TIGARD,OR-97224 4 -,.1• r ARPFlCIAL TURFjil 0 t--. .. �, BASEBALL FIELD `', _ OAa . p r 9JVV,OES JOB NO: 16992.00 3y' 1 _IP I \.__ ..1 , �� • 5'� NGSS r fO f -, . _I- WeISSUE DATE: JUNE 4,2018 O i � 40,- \P - - i C JunsdicGon Stamp Area 1rrr--- ..��� ® ` Z 71 11wMw N \ \--" W DEMOLITION NOTES \,m - 1B6 -' • ,T + ❑1 EXISTNG CURB TO REMAN.CONTRACTOR TO PROTECT N ❑9 REMOVE EXISTNG CATCH BASN AND CAP STORM DRAN 18 PRESERVE KAUTZKY MEMORIAL STARS NCLUONG ,a� , .. 30 `-�DEMOLITION LEGEND ' J sh-s �' a' O PLACE THROUGHOUT CONSTRUCTION- PPE. HANORALS-SAWCUT AT BACK OF CONCRETE TOP STEP- -� + ,. _J YN� ,� _ REMOVE CONCRETE PAVERS. PRESS I / ' 'L,_ - LIMITS OF DEMOLITION I+ T x -J 4" ❑2 REMOVE EXISTNG TREE,NCLUDNG ROOT MASS. 10 REMOVE EXISTNG BOLLARD. T- BOX _ / �- U - a EXISTING ASPHALT 19 RELOCATE FRE HYDRANT ASSEMBLY TO PROPOSED m = // SURFACE TO BE REMOVED �yTIC' ' ❑3 REMOVE EXISTNG CONCRETE SIDEWALK AND AGGREGATE 11 REMOVE EXIST NG KAUTZKY PLAZA MONUMENT BOULDER. KITCHEN LOADNG ZONE.SEE SANITARY AND WATER PLANS. DEMOLITION NOTES,CONTINUED //4' V 1-• r r.��- BASE- PRESERVE AND STORE N LOCATION OUTSIDE OF - EXISTNG CONCRETE 1 _*�_�- _ CONSTRUCTION AREA.PROTECT FROM DAMAGE.TO BE - 20 PRESERVE LIGHT POLES N PLACE. • / SURFACE TO BE REMOVED E 3' RELOCATED,SEE SITE PLANS. 27 SAWCUT AND REMOVE ERRING CONCRETE.CUTAND _I. - /� I. II I- REMOVE DRAL AT NEXT POST, UTH OF - EXISTING GRAVEL D ACE 4 — COMPACTIION.OF NEW CURB FOR PATCH BACK WITH�ULL 12 - REMOVED CPRESEREEXISTONSTRUCTION AREA.ONERELOCATEDNDSTORE ,SEE 22 PRESERVE AND PROTECT SCOREBOARD- 28 CONNECREXISTNGDRNKNGFOUNTAN TO NEW BLOCK /// - SURFACE EMOVED zl 'il S I III J DEMOLITION ❑ I 0 ❑5 BACKFLLAT TUNNEL CROSSNGBETWEEN AUXLIARYGYM SITE PLANS. ❑ ❑ - I -:`I-J- ( Q PLAN WEST AND NEW BELONG. 23 PRESERVE AND PROTECT EXISTING TREE WITH DOMESiIO WATER LINE. r� ❑ - DECIDUOUS TREE I .-- _,- I LL_ 13 RELOCATE E%6TNG FRE HYDRANT ASSEMBLY TO THE EAST TEMPORARY LHANLNK FENCE. 29 CONNECT EXISTNG STORM CLEAN OUTS TO PROPOSED I ___ ❑6 REMOVE PARKNG SPACE STRPNG ON 92ND AVE. OF PROPOSED BULLPEN,SEE SITE PLANS- - - - SAWCUT LINE I 24 PRESERVE CATCH BASN AND CONNECT TO NEW STORM STORM SYSTEM- U - 7❑ REMOVE EXISTNG TENNIS COURT AND FENCES-SEE 14 PRESERVE.EXISTNG WATER VALVES,BOXES,AND VAULTS- SYSTEM,SEE STORM PLANS. e o o - TREE PROTECTION FENCE - J STORM PPE AND PATCH ASPHALT, >' - BULGING DEMOLITION- 00 15 PRESERVE EXISTNG FLAG POLES. 4'-'S'-, PHASE 1 ❑8 REMOVE EXISTNG BULDNG PER ARCHRECTURAL 26 REMOVE EXISTNG ASPHALT CONCRETE.PRESERVE 31 SAWCUT EXISTING ASPHALT CONCRETE.NSTALL NEW - 40' 20' 0 40' __, C 1.01 DEMOLITION PLANS. i6 REMOVE EXISTING ASPHALT CONCRETE AND UNDERLYNG EXISTNG AGGREGATE BASE COURSE. CATCH BASIN AND PATCH ASPHALT. ���:',4, - BUILDING DEMOLITION- AGGREGATE BASE COURSE. _-- PHASE 2 -_ H REMOVE EXISTING LIGHT POLE AND OVERHEAD WRE. 32 SAWCUT EXISTNG ASPHALT CONCRETE.NSTALL NEW -I - BULGING DEMOLITION- KEY MAP 151 - 15 CItIJI IIVV LCVCIV_— EXISTING BOUNDARY LINE SD �i EXISTING CENTERLINE - EXISTING R GHT--OF-WAY LINE II -— - SECTION LINE //��CC�/+�//,//, - - - - _ - - - - - - - - - - - - _ zT x - FENCE LWE basSeitll 50 STORM DRAINAGE LINE architects ._.®B SW DURHAM RD :ran) 55 UNDERGROSANITARY UNED WATER LINE ��.-yj5 ��-.."' - - - �� (5D) _� E - - UNDERGROUND ELECTRICAL LINE • _ . � _ ¢ ' - —"" -- et _ --- �� r T - UNDERGROUND TELEPHONE LINE +�-- _ _ ---��� 721 NW 9TH Ave,Suite 350 ;. �� O x x x FO - UNDERGROUND FIBER OPTIC LINE --- - - �� --O --- - -- - -------------- \ ,TR� 6 Portland,Oregon 97209 l i < ---- CTV - UNDERGROUND CABLE TV LINE T(206)340 9500 F(206)340 9519 EA l It,� -.� -T-- x )_,..• - ��. -- UNDERGROUND NATURAL GAS NE 1 1/4 / i in l, 1 x -« r/ 1 1 INDICATES DATA FROM AS BUILT INFORMATION `� I '�' -"""fiii/""""f/JIJzz'z"/""""""""1/4 I / oew OVERHEAD WINE CNIL E INEER&LANDSCAPE NG .'1 �v I t• % p. BUILDNG FACE Cardn0 ' /ING I i I J ✓ ,///////,/'///,//,////////,// BUILDING OVERHANG LINE 6720 SW Macadam OR 97219 Ave Suite 200, Portl 11NG % ® I - - T(503}419-2500 )RICH) �,' : / 1 ;' n[ -i. 4 \`\\\3\ i (SWIM / 1 �O • - EXISTING ASPHALT SURFACE ENTER / STRUCTURAL ENGINEER /2-CONERETE �j / CENTER) / I x - EXISTING CONCRETE SURFACE 0 WxL I ` r d9, Catena Engineers I. 1 T /' 1 �ai 1500 NE Ihnng St,Ponbnd,OR 97232 Suite 472 I .t. ' jii'.iia r I I T(503).467.A980 EXISTING- GRAVEL SURFACE -. p Ø .i� �c 0 0 - FOUND MONUMENT MECHANICAL ELECTRICAL& 1 • EWE RACK- , .•.o I; I C° b PROTECT AT ALL TMES I cv PLUMBING ENGINEER /EKED I x j _ - GAS VALVE GIURIac =RACKS I O -- - GAS METER _ 900 SW Fifth Ave.Suite 1 fi00 SPACES) A fi'RONCRETE I I - - GAS WARNING SIGN T(503)-OR 97204 j wRL w QS - SANITARY SEWER MANHOLE T(5D3}227-5280 7! 1 ¢ o Sc - SANITARY SEWER CLEANOUT •- 1. f I � 1 i •*-c I (I' ® - STORM DRAIN MANHOLE FOOD SERVICE CONSULTANT _274 I I � ® - CATCH BASIN Webb Foodservice Design .I ew x 3700 SE Lafayette CI. p 23 I � ® - CATCH BASIN.TRAPPED TYPE Porlmnd OR 97202 ® - AREA DRAIN T ntana.3R-6566 • 4 •) 1 Y 1 '-' - ROOF DRAIN V , ., I !: I 4z - o I O - - - FIRE HYDRANT ACOUSTIC&AV CONSULTANT - .. s I - FIRE DEPARTMENT CONNECTION The Greenbusch Group 0 _ - UNDERGROUND WATER VAULT 1900 W.WAkeerrs1;9SL,Suite 201 (CAFETERIA) G K. I 1 i f I x : i. - WATER METER BOX 7206.378.0569 III II I III WATER SPIGOT Ii _ # I o - IRRIGATION CONTROL BOX COST CONSULTANT I ' t' f ! i ✓�/ 'I - GROUND LIGHT Construction Focus ‘Is �,n 1 SS' 1' I - x I L • SHOEBOX LIGHT(SINGLE) 740 ne.ORn St. Eugene,OR 97402 \ 0 m 30 I - ACORN/GLOBE LIGHT T 541-666-2031 \ yl -"� �-t` - STREETLGHT(COBRAARM) r�\ m I Y'. m v :�. ,m C3 ® s'CHAN STREET LIGHT JUNCTION BOX J C7 2f /=71.seN eo FENCE I 0 ELECTRIC METER .. i/. _ _ - ® ELECTRICAL VAULT *� es - = iWrLi_ ® \l _ ,., -i!-T*' t 30 x O I •' _ - ELECTRIC JUNCTION BOX � y f"'l I '-- ��- 1. I C TRANSFORMER �' ` L.J `! I • ELECTRICAL RISER --_ - __- V• - iI•�, -J ' Or, 1,, 7� ,r ® Ili I E ELECTRICAL CABINET - __ ® - - ®I� \0 �� 1 / i 5 h - - - GUY WIRE POLE 1 I`./ (I CO N zI� t - TELEPHONE VAULT ..1 q �� o; �, . TELEPHONE RISER w m i �O - 'T _ TELEPHONE MANHOLE y",Camino h O i 2 2 2 '� T - TELEPHONE WARNING SIGN PORTLAND l°l O O 7I O i 2 © _ - IF FIBER OPTIC VAULT ' � 'E 419.400 4z18 tl MACADAM N�,STESW.,s.�tDOR O p s' HAN NiiiiiiX saJ e, 1© 33 _ CABLE TELEVISION VAULT 9, NK FENCE O 4 a r. © 11) - CABLE TELEVISION RISER / 50) EX le r 'ii. :- w_ (SD - (SD) (50) TRAFFIC SIGNAL POLE • .�,PE GPNOFfss/0 �, I sTo 'III,` „ljl /. l _ `® =- - TRAFFIC SIGNAL POLE AND STREET LIGHT V EN FE9 'G r x a O • "'C c, / r _ ` i1� I�` -- __ /s'CHAN A ,i oc0 PEDESTRIAN SIGNAL POLE D'. ' 76fi2 894� 00 EgJ,O ..+" - LNKFENCE FENCE" SIGNAL JUNCTION BOX SL_ri(1tUYC '�';. UNKNOWN CLEANOUT OREGON /,T ^, / �iii�iiiiiiiiiiiii�l o'P STAND PIPE 4- Os.2o/3 S �G i EXISTING i I 0 UNKNOWN MANHOLE Myth,C � . � ,� '-\S'\\-G A. BUILDING i -- 0 UNKNOWN UTILITY. UNKNOWN IS VAULT ER j`¢ eJx\"G �ii/��//i/iiiii/iiil �1/4/ii/i� 0 - EVNES 12/31nms m - UNKNOWN JUNCTION BOX .�, I`� ® - HVAC UNIT TIGARD TUALATIN SCHOOL DISTRICT \ I �, - HANDICAPPED PARKING SPACE ��,Sso Gi oP BOLLARD TIGARD HIGH 0S� td' ASPHALT c P - FLAG POLE — K9 a - GATE POST O - MAILBOX SCHOOL ‘1"4. - DOULEP r- MODERNIZATION O - DOUBLE POST SIGN % Y r F BENCH C/ 0 I0 CONIFEROUS TREE LU 0 - 0 DECIDUOUS TREE fd. 1 g000 SW DURHAM RD. V J TIGARD,OR.97224 ~ �• J z JOB NO 16992.00 . i / LL,��-. cI ISSUE DATE: JUNE 4,2078 -- —*-- - —- i C unstlidion Stamp Area y I > DEMOLITION NOTES -� t �- ��' 1 DEMOLITION LEGEND I ! L I ;- NON ❑2 REMOVE E%BTNG TREE,INCLUDING ROOT MASS. - . - LIMITS OF DEMOLITION I I eL .1 EL.1 23 PRESERVE AND PROTECT EXISTING TREE WITH EXEXISTING �,TING ASPHALT + TEMPORARY CHANLNK FENCE. SURFACE TO BE REMOVED j v< '� e EXISTING CONCRETE I -- �\v� "'1���- 30 SAWCUI EXISTING ASPHALT CONCRETE.NSTALLNEW // SURFACE TO 8E REMOVED 1 --..�'kr. F- STORM PPE AND PATCH ASPHALT. zI TT j (- Y I— EXISTING GRAVEL ' _(_ MM!! l 31 SAWCUTEXBTNDPATCHASPHAL CONCRETE.NSTALLNEW SURFACE TO BE REMOVED �` J U DEMOLITION CATCH BASIN AND PATCH ASPHALT. CONIFEROUS TREE tiQf fC7 - DECIDUOUS TREE V. - ...=_ Q PLAN EAST I LL - - - SAWCUTLNE I U 0 o 1 - TREE PROTECTION FENCE SCALE:1"4P __ m 40' 20' 0 40' a C1 .02 KEY MAP ^ T PROPOSED LEGEND r.... ® :. - .: __ RHT F W AVADJUST MENT ,` - - •P BLC UTLEY EASEMENT(P UE) - STRPNG bassetti � s - Ii - � SW DURHAM RD �, � •CURB LNEl architects v (SEE SHEETS C7.00-C7.61 FOR PUBLIC MPROVEMENTS) I NUL Haar - ,_ • IJn n I IPaalu u: RA.W ] 12D'TYP. ��g. 117� -HEAW AC PAVEMENT SURFACE - 721 NW 9TH Ave,Suite 350 DWG. �j�®I' __-(3)-- .•- .I .CONCRETE PAVEMENT Portland,Oregon 97209 - I.. �� e0D' - 40.0' :-'i m c f :I .HEAVY CONCRETE PAVEMENT T(206)340 9500 F(206)340 9519 I V1 (R25 _ -. _- _. _ -_ -- ___ - -_ -- ._,- -. .- �. �.1a- r r, r' i., n-..v n %i�ir .LANDSCAPE AREA 7.d { Jam' R5D 233'TYP.(DEG.) 11 I � ® ROSA 'e0000'o •STORMWATER FACLRV Po. IV I a165 TYP. 1 "® CIVIL ENGINEER 8 LANDSCAPE ID I 37D I .� RSD' MTYP. m7YP. 85 .j R26.B' _._ •. _ A .ADA ACCESS AREA CRrdno v: iYP ,- R2S NORTHING 977n O6;j�D, S ` �,! 1 I - 6720 SW Macadam Ave Suite 200, HA- _ • - : g �I EASTNC 1060941 54' *A -(Yv J-•`_.'- it, •HAND CAPPED PARKNG SPACE Portland,OR 972 II I -0- _.. �' I� t y_..i It ,.-. mi• f �,. 5PE m\ STRUCTURAL ENGINEER -- ® - +• o IlilElli is • ' ( Catena Engineers EMI \ � .; c_ 1 .___- �' (per �IJ_.. r ../ ..,.,. \\\ , aif 1soo NE hang sl.,smte all I, 75 TYP "Z, + -7`i9. 3COVEREDlillio" 1 \�\\\A\ 1 t - CONSTRUCTION NOTES Portland,OR 97232 I' • C C �(COAIPACTI -kilr ®SPACES SPACESRED f. .....,d�/ j 1 T(503H467A98D �, t• - C C '- t55'TYP. - _.'/ SPACES RED F ED DETAL N0.20N SHEET CSD3. & ® 31 D° m lit � ,•,%, I�1 NSTALL ASPHALT CONCRETE SURFACE.SE E I • P C C ... 16D 14 UNCOVE ,, -;STANDARD)_,...-- A;I .. - 10 ®SPACES �F� MECHANICAL ELECTRICAL SEE KITCHEN LOAD N G m . P ❑2 NSTALL 6'STANDARD EXPOSURE CURB.SEE CITY OF TIGARD DETAL NO.125 ON SHEET PLUMBING ENGINEER ` li C C - h 11l� - el ZONE ENLARGEMENT D' 'C C5.00. 1 C C� IlUillgr _ ®12 COVERED �� 4. y . . Glumac II !7 YY / SPACES ON SHEET C2D1 v I 1. a 900 SW Fifth Ave.,Suite 1600 1, 1 c �� y, /¢ .\ E NSTALL MOUNTABLE CURB-SEE DETAL NO.1 ON SHEET C5D0. "I -.. .'" - L'S. �yll ; f O Portland.OR 97204 7 - C i NORTHNG 971676 I C '135 TYP ^-- 'p 1® �, , / \' � ❑ T(503F227.5280 ': _ ,jCOMPACT) _ U _ If" nisi'" 9/:o V- v DMENSDNB PER PLAN. 1. EASTNG:10532.46 I q PANTa-WHITEPARKNG LOT STRPNG WITH A MNMUM OF TWO COATS OF PANT. • c C 85TPgr FOOD SERVICE CONSULTANT =�1. f Q J C I e.#900 • 2TYP _ \,� ^ -C - m d 191.. C.-. R31T '^ , �_,y \�1r�TVP / YLft4 �1��Do.. C _ �� 't \.\V/�J III _ I 3 --- _ l" .l. \ ENLARGEMENT ON HI OH tom•,SCHOOL L �l 1 AND 2 ON SHEET GC SYMBOL NSTALL AAM GDNAGE FEW DETAL SOG P 4 AND R The Greenbusch ACOUSTIC ch Grou AV p 31'�-�-- - \ SHEET C2D1 \ PANT NEW ACCE r ROT' ' R28 A' I N \ Li' DETAL NOS. SSBLE PARKNG SYMBOL ALL AMNMUM OF COATS OF PANT PER 1900 w-Nickerson St.,Suite 201 IYP®' � TYP 2b3/ R28A' \ ON SHEET C5.01. Seattle,WA 98119 I '! 3DJP R6D'1 TYP. 1D i - \\ +- - -:f{- T206378.0569 I ® I . -, �//////��� R45 __ _ '-"", -- I.^�� V J \ r 1 '1�i\ ❑9 NSTALL CONCRETE CR088WALK WITH SCORNG PATTERN.SEE MPACT SLAB DETAL N0.3 M•.' E I I _ _- ROD' -- R2,O 1�, 7r' \ ON SHEET CSD3.PANT CROSSWALK BTRPE WITH AMNMUM OF TWO COATS OF PANT. COST CONSULTANT 28D'C C 28D'1 R4D' ,.9D' 28D' 1 :\ Construction Focus {i L 1 ,� • 10 NSTALL CONCRETE CRITHAM K8EE MPACT SLAB DETALN030N SHEET CSD3.PANT Eus T1P. C TYP- TYP. \ ® 740 ALnatlen St +- �D II__ 95 P I_ \ t S UNCOVERED CROSSWALK STRPE WITH AMNMUM OF TWO COATS OF PANT. '� T- C C-r -' I •^/ \ ,, gene,OR 97402 c _... . v T 541.68fi-2031 I , t«r _- , SPACES \ y ��'' 11 CSD9 LNEW ADA RAMP WITH TRUNCATED DOMES.SEE DETAL NOS.4 AND 5ON SHEET r 135' 135'1 13.5' 15.5 _155 155 A UPPER BUILDING FACE al pi <222,... rLLGo C TYP. TYP.C C T/P. TY' 155' 155 Tl'P. 7YP + NSTALL TRUNCATED DOME DETECTABLE WARNNG SURFACE.SEE DETAL N0.4 ON SHEET III lU C O .C TYP. .. 26D' illO so i -_.. CSD3 11 _-. 28D" R110D' 414 I/ A, \ ��- /� - - - - C ' -""' S5' ©� / \ '} / 13 NSTALL BCVCLE PARKNG PER.SE DETAL NO.1 ON SHEET C5.03. _ ( C C d El R5.5 YT V i l 7- \UVA C 7,. - TVF \ \'A j, 14 CONFORM TOEXITNG SIDEWALK GRADES.NSTALLEXPANSDNJONT AT EDGE OF 'i .. £ 'de' \ ` EXISTNG SDEWALK. 0ulycly ® s '•�r� C C � '0 ® x j ��\ ,I r 15 CONFORM TO EX6TNG CURB GRADES.NSTALI EXPANSDN JONi AT EDGE OF EX6TNG /� 1 31w 6.� C 2 TYP C C T1P. 1:11/Ty, �lF9 'J,�;. / {� \\ /\C _�/ \ SDEWALK. #C C . ... R84,P ! �ll \ i S_e ADT B II IC C -- 65'TYP %'' �// 27 NSTALL WELDED WRE FENCE,8'HT.3'POST,SEE DETAL 3,SHEET C5.02 \^ ,/MFR:OMEGA FENCE SYSTEMS C J yardno 1 ^ STYLE:OMEGA ARCHITECTURAL10 ,I I - CC... C - ©1 e /I � �/ COLOR.BLACK PORTLAND C _ - D' 185'TOP. •-//// SEE SPORTSPLAZA l' 2g NSTALL WELDEDWRESNGLESWNG GATE,8'HT,4'WDE,SEEDETAL 4,SHEET C5D2 p � rµems.g vn�Y CC �_ STEMS / SH ET C2,pENT ON Y1 1. C C ©GTARTiri, /PPP:' STYLE:PANCFHARDWAR OPTDN C ,. C �.- RSD' , _ I ks I/^ ' ;• caoR.l3ucK `���,BCROFEsso2j4i. 0 C C_ �,'INA `,_ __, �' l�' I_V r( 7 5Piit Leg i I C C C pl r !' BIKE PARKING COUNT 2p0,58.06.06 i'r. I C R39' CC CC l _._-- _- • ^%. .' I •S F"�\\'�,U 416, , EXISTING BIKE PARKING Si qlNre ORE�ON2.51'•'0 -ELF zoO P al,. 1st 1f�r� :�� ( J MM. 1 / . COVERED---KIN �Ij Y o �S ��- f - `� / UNCOVERED-20** 9TIk E RSD' RSSD' i / _. C `, TOTAL 52 fW swMARTHA. \`I L • coVEREDD BIKE PARKING TIGARD TUALATIN SCHOOL DISTRICT /� r^� PROPOSED-33 i \ \ 4�� �, .r1G \ PRESERVED-32 RIBS' m 1/ - �. / , .,, \\* LZS� `rvgJ ' / UNCOVERED--45 TIGARD HIGH 1� ••-' S'f'-T, \ TOTAL „o Ed �s�� SCHOOL I I \ \ ✓ Under breezeway to auditorium .I -On parking island in west packing 61 �i~ C• 1 j .. • MODERNIZATION - 1 , ' - m OB - l^� ('- '„ C TYP. A _ I \ C. ,... Ja .AB , i i .. ilk,'' '�1_ _ U d em �,i _ d 9000 SW DURHAM RD. ( �`/ T a, (� ® CO TIGARD OR.97224 I I- / ,_)-' JOB NO: � 6 D' � _ SS � I � -- J.II�i L.I..I ISSUE DATE: JUNE d,2018 R yy" ` �. } / F' T. -G.. •� • Jurisdiction Stamp Area j - I - Ar-LY 1 w HAGE ii: --11 .-_ RAN'. ' 1 _.._. i,4© I 7l 6q'. �i- --�IN 7 1 �I �� I J II ' : 1 I' J SITE PLAN :a' ( U /,-` M. I` r o U SCALE:5540' i _ _ a C2.00 40' 217 0 40' KEY MAP QI� SC IF 1--ann T 7 PROPOSED LEGEND .RISHT.OF.WAY ADJUSTMENT — — — — — .PUBLCUTLITY EASEMENT(PUB) bassetti NEW COMMONS 59 EXISTING .STRPNG o o• CLASSROOMS -CURB LNE architects •0 o• -AC PAVEMENT SURFACE 59' 95 .HEAVY AC PAVEMENT SURFACE /. 721 NW 9TH Ave,Suite 350 16E l -CONCRETEPAVEMENT Portland,Oregon 97209 •/'2'12 • 7 .HEAVY CONCRETE PAVEMENT T(206)340 9500 F(206)340 9519 / • ... -LANDSCAPE AREA t // 0• STORMWATER EAGLET CIVIL ENGINEER&LANDSCAPE 469' C!_!.!L .ADA ACCESS AREA Cardno p—'. e - 18b' •,� gg7 6720SW Macadam Ave Suite 200, o. �• • NORTH CLASSROOM WING .HANDCAPPEDPARKNG SPACE Portland/22500OR 19 6D'"e' T(503}419.2500 o t�, �, 23-a', .. 93a'_ >rE■ -PROPOSED PEDESTR4WCRossrvc STRUCTURAL ENGINEER o •• • Catena Engineers ° � T1• a �, 93 d' 1500 NE Irving St,Suite 412 00o0000000 �. •KITCHEN CONSTRUCTION NOTES Portland,OR 97232 00000000000 - ��,. tt1 o T(503)467-4980 00000000000 • wm� �l� �\ s20 1� �'./� - ❑1 INSTALL ASPHALT CONCRETE SURFACE.SEE DETAL NO2 ON SHEET C5D3 00000000000 . ^� Q F�0 MECHANICAL ELECTRICAL& o 000•o• 0 55 - f•er ,i(II�1{IIII�� 40 - - e / E NSTALL 6'STANDARD EXPOSURE CURB.SEE CITY OF TDARD DETAL NO.125 ON SHEET PLUMBING ENGINEER o.o ` �a��l�. I i !l0:i"r ./ 93 50• ,, •�� I/ C5D6. GIUmaC 7 '/ / Gl SW Fifth Ave.,Suile 1600 1 19 '" �. 7 CONSTRUCTLDHT CIXJCRETE PAVEMENTSECTgNPERDETAL NO.60NSHEET CSDI. 900 SW,OR 972., /1!� �• 90D° \/\' I2D A T(5land,O.527 131 ' m j -! /� - \O `� EXISTING 10 NSTALL CONCRETE CROSSWALK SEE MPACT SLAB DETAL NO.3 ON SHEET C5D3.PANT 80 7! 20 • • - BUILDING CROSSWALK STRPE WITH A MINIMUM OF TWO COATS OF PANT- FOOD SERVICE CONSULTANT :o. 1� ,�, 1G III •OOO`-e O• CONSTRUCT ADA RAMP WITH TRUNCATED DOMES SEEDETAL NOS 4 AND 5 ON SHEET Webb Foodservice Design -_r' .0 0 0 0 0 •❑ 505 21.1' 3700 SE Lafayette Ct- \ .0 0 0 0 0• 206' 59b' CSD3. - Portland.OR 97202 11 / 12D •0 0 0 o o o.," 0. �/BD' T(503)-236-8566 14 CONFORM TOEXETNG SDEWALK GRADES.INSTALL EXPANSION JONT AT EDGE OF ��o00000°• NEW ATHLETICS •°o - ExETNG sDEWALK- ACOUSTIC&AV CONSULTANT ' fill' }-, 000��o• 29D' \yy toe. •o TA The Greenbusch Group =J.�{ ?_ R28D OLD GYM ,o 16 CONSTRUCT SCREENNG WALL ARCHITECTURAL PLANS.RELOCATE 7W0 EXETNG LDDED RECYCLNIG CONTANERS TO EAST SDE OF SCREENING WALL. 1900 W.Nickerson St_Suite 201 '''--,-- ' }_ICI1 •o�� ,/ (PRESERVED) V - - - •s4 T 206-37B-05691s ( 1-{ 17 PGE VAULT WRH TRANSFORMERMWNTED ABOVE PER ELECTRCAL PLANS- - rJ.70 } 5—.{ 5-.f y •gym .3ob: 1a GENERATOR PER ELECTRICAL PLANS. - COST CONSULTANT ,'-{��,/` -NY / Construction Focus f �- ��' _ 13T 19 RELOCATE EXITNG TRASH COMPACTOR. 740AYnedenSt- \ __S. \_..� 1--(... I 1, 1 /iV' -�" Eugene,OR 97402 r _ _ 20 INSTALL REMOVABLE BOLLARDS.SEE DETAL NO-1 ON SHEET C503- T 541.686.2031 ,l• \ .50.4' - 1 .4 LOADING ZONE ENLARGEMENT,401011) U 42. - 112' z1 NOT USED. 22 PLACE PRESERVED•KAUTZKY PLAZA•MONUMENT BOULDER IN AREA.ORENT SCALE:1'=20 \ - SO BOTH PLAQUES ARE MILE FROM STARS. • 23 NSTALL CHAIN LPN FENCE AND GATES.SEE DETAL N0.20N SHEET CSD3- 20' 10' 0 20 } \ %n, -.. _ 24 PROTECT EXRTNG MEMORIAL STARS II PLACE DURNG CONSTRUCTION. - -- 25 PROTECT EXISTNG SCOREBOARD F°OTNGS N PLACE°URNG CONSTRUCTION.• /' NEW ART ROOMS , / 26 INSTALL SEGMENTED KEYSTONE RETAKING WALL AROUND BUNG VAULT AS NEEDED (+�/���\ BASED ON GRADING BETWEEN NEW FRE LANE AND FENCE AT FELD. • �ia/Y1�10 COURTYARD ENLARGEMENT .,40IIIIIIIII, \S�PED PROFESS SCALE:1'=20' �� ,�N61NEF��OyS �� 1' AI 76628g61aR C �' R710D' •7�,- _• 20 10 0 20 L p•0-700 • • :. 4Yt OR 0 S. 61 -LIlk �� �1 NEW �� sG 6.E�� xi3a' o �-m \ „` BUILDING �c c n=nes 1as,nms j - - 1_- -, - TIGARD TUALATIN SCHOOL DISTRICT ® TIGARD HIGH 6$ i N SCHOOL _ . 272` lm 6+ A----35p r r - MODERNIZATION �i w \ \ 1. ° \ CO9000 SW DURHAM RD. EXETNG C�1 II g • CO TIGARD,OR.97224 a BLOCK WALL O' '— \ I— z JOB NO; 16992.00 � TURF FIELD ' r, vvv _ i_ W ISSUE DATE: JUNE4,2018 \ - - - \ -J _ ( v' w Junsdlollon Stemp Area FOOTBALL FIELD itlz; i 1,- 131 ', •` u -��� a 1 -I j/. it I- START®�=► H ..�.. I �fi - SITE PLAN I _ 1 < ENLARGEMENTS LL SPORTS PLAZA ENLARGEMENT 1 I. U I4r • �__•- „l _I . SCALE:1,20' L._........__.. ...�. m 20' 10' 0 20' CL C2.01 KEY MAP Qj 'Vic 1 .I �v----- " . f 4.� PROPOSED LEGEND N r 'fl HI ❑ • _ _ DRIVEWAY ENLARGEMENT ��_ r ON SHEE3Doo31 `- T.1- LNE .� � STRING •`°� bassetti ��� W DURHAM RD R 4' _ _ ., _ I- -550 -EXBTNG MAJOR CONTOUR }- - - - .i - - -EXBTNG MNOR CONTOUR architects F (20001 /` (1956) (1950)a�(794.3) (193.71 -(193.7) 1 architects - I '.qp��p� orstatram 550 •PROPOSED MAJOR CONTOUR - - m'F..,. � r.0) / rR I ;�I �',�_-. ifolagai 13i:� =�7 + �Ti71iGs � eIO -. �9 .LIGOHT DUTY AMN PAVEMEOR NT USURFACE r /'1 ��® _ ��Ja�f�57r Ialliaijkar y 721 NW 9TH Ave,Suite 350 �at�� - =4' _ • _ �� i f-, _ ' A Al. "I _ __ ._ -HEAVY ASPHALT PAVEMENT SURFACE Portland,Oregon 97209 rJc _ ( 0 9500 0 9519 •� tl 2 -- - - - - -•-.� - -- -' -_`..! `r,FP '-,i T;; T 206 34 F 206 34 �I .. 1•• :r .-...�� 1 - _.��.I _ __T.: - TC:194� rti 4„ \ r rr n y .CONCRETE PAVEM Ni ..'C:199 3 B .198.50 t98 8C 193 78- `J._-_ BC:193.94' - }-` ) • ~ -ADA ACCESS AREA .97 _ BC:193.56 T•193 1 r "'/ / C 1:97: \s� ,et I i \\ om' �� Bc l sass c 1 0o R1e2 s �iii ylin i ,I 1 �$O - �57 � '�''J CIVIL ENGINEER&LANDSCAPE I 7C199.1- BC:19799. -- -'- TC:196 Bp195A7 06 I �r ,/' - ?i & •HAND CAPPED PARKNG SPACE _�...BC:198 _... •.21 TCa95.94 I '�'_ __-_ _ SiiCilffillow ��s TE 1 y Cardno TC:198$9 B BC:i •• -- l - - "'`� kimil �C ° o ' '<l !, ! .: •HAND CAPPED PARKNG SIGN 6720 SW Macadam Ave Suite 200 .. 1. ..- q5 t95 _ - mod° •C:193.74 • TC 1' Z { 98.2.4 - .}98$8 t� r`..: �,� _ A° \ I - TC:19s.65. ;-' `.` "35 4s "� 74 PROPOSED TOP/BOTTOM OF CURB T(504419-50019 I •C.19838 - ..�� .. ., -s.__..- I - ._ ...-._• 9 t -•,'A6.4 . \ •..�• ..A. ,1 BC:549.50 T(503}419.2500 I 1_ Ntl.l�l:lr li r��`� _ �+ / { BC:193.1 r2' ,�.k.. TC 550.00 '; 1 =MI _ �� ENGINEER Bc l yaaa4ppp�ttt j 8C.198.43 BC:1969 _.. _ .. r �� 192�6@.. •BC.1B2. ;1 .�= y'I; M1 t 1550.00 STRUCTURAL TC:199110 _ F C ena TC.197.43 / �' :95.. - - - IIQI IIIII� . IICIIrI/ T -PROPOSED SPOT ELEVATgN at Engineers T' 1•ye �q f I 3 • I I • :198.12 BC.1g8.39 .- •, l ,� ' . / ) -PROPOSED SLOPE 7e412 • I•.70 , ..� d1 .'�\�"""", I 793.6 .3 !4:a' I'',•,(,` .`(55000) • T OR 97232 NE Nang St,Suite i 'I.� • .197A'F BTC 19620 - •E%BTNG SPOT ELEVATION TC'198$O /C:19657 _- a- : - I - / E=194A • /FFE=184A ,�. (2.0_/) T(503).467.4980 P „_; B $97.89 <', - r- �' .� _)I - 194.90 . ,F -EXBTNG SLOPE MECHANICAL ELECTRICAL& ' I PLUMBING ENGINEER m a 1 1ss. si_ 1111111 1 �Il N TC'.193.95 ! f k t' 900 SW Fifth Ave-Suite 1600 I_...RT f ~ TC 193.91 BC.193.45 - s e'4 p R\,� Portland,OR 97204 �`, �'95A1 ` • BC 193.41 _ = \ T(503}227_5280 -1'T:1',.7: 19492 T' . `N el FE=194.0 a \ ' try rc:193$7 FOOD SERVICE CONSULTANT I'' 9 r . :NC:196.07 �TC:1956 R' ��4 Tctse.7,:_. / :c:19s -, •9"fC:194.19 cs3Ap i ..40,0 '- BC19337 �rh..'" `N > � WebbFoodserviceDesign g900I m - BC:19=3, We SE Lafayette CI. Aiiiiiii R193A8 O®5,,!lt�.r III FFE=194D \ Portland,OR 97202 "1 1 TC 1 ':195.76 TCt93$5 BC'79298_ III /.\ T(503)-236.8566 C 1 r I FC 19525'iimic ,i/ BC'19336 d of _ / \ i J'i� 1 7 2 113�(-. INV i ►� Q61FTC 193...- \. T \ SEE COURTYARD /r.-� t t1� ill R1 0 '4*4 , ( )���,�¢II - C �',. \ ENLARGEMENT ON AIL-'r-+`�'`� )��� V \ ,, ACOUSTIC&AV CONSULTANT p Greenbusch Group / I T-194 3 t5, - 1-ri. TO.,e .39 0.3 ' • BC.19325 \\\,' SHEET C3D1 _ .,Suite201 C 1'94.1T4 BC.. i (1t 5.8)1 TC 19641, _19239 T 206.37&0569 TE' �, \ c FC1 T=C1 25I • -eel. : \ \ \ '-k. 93.5 rA - f �_ ., l4:44 _ -- '. -1=2.0 .T'1. 31 _ TC:19320 I •//'j \ r , Seattle,wAK98t19St B :793.1 I• I o \ COST CONSULTANT ")195 2 �! 19571 1� kr:rc' 14 TC'19223 ,b\� TC 193 03 \ reiti Construction Focus • A d tiCa9521_.� -TC:184.64 - 3 ., TCt92i4.l0 `� eC 19320 - \ .�LI u.,r J EC:794301TC:1 _. f C't 9j.r0 ��^� - FFE=194D \ 2 I B F 1 -_ TCa94.74 TC:30 77 j .93-29 25 TC:19'••1 - \\ T gene,6 2 1 I: --- ;1• •J BC:193 BC:19222 - - BC:192' 'r, •03 1 ' ..... / _.. R191.77 • 4. FE-194.0 '� 740 AFnaden St. Eugene,OR 9740 \ IIN,,, ~ \„ / BC:193 l ro 1" - 2e T :19282 1� 19392 UPPER BUILDING FACE \ / :1 BC 192. +-" TC-t92:43 a B 19232 .TOT 41.7... ' I ! > y TC 193 37 BC:192. $ BC:1 •y* y TC:1. 97 R9 •2 '-a-- _ 7 \ • I BC: •3.48 T :19 •• ._:192$C183A}. ....-__ M Al FFE / / � � BC:1; _ 1. BC:192.55, TC:792.43 R192 2�, !94.0 //// \) -1e'2 IS\:.. `\\\�\ 9j I.. ( R-•3' T'TC:193$6 TC:19344 TC192A5 TC:9 A8 TC 9351 \ // // i91 BC:t93.4,5_ BC:79296 - BC 192A5 / - BC:192.46 BC:•93.73 0� SEE SPORTS PLAZA Q TC'19350 TC 193.1 TC't92$9 T 8ADA FRE LANE \\b # f I BC:793.16 /- `-. I� �1. \ {ENLARGEMENT ON TC 193$2 BC 192: 3♦ - 'I// \ ) NO\ - BCa92.62 "! , - BC:193.15 TC.192.67 :19194 - T• •3.04 - FE_ \/ SHEET C3.07 BC:192.19 d' F -194A / �+���/ 4B r' {- _ C:191$8... tpz .96 ��772 --- / V ,Ca ilho o \\I 8 p. a9 PORTV ND T�1sa22 _ N - 4: * ,�9' NAD 41;I,' Fc19272 I B • 4 '/ Eo�RdfE rC:192.9- �a�! sso' �hGvat e o iiriefrir.9 ac29PE �' TC:192.43 1 -�S��" .r I�. •- Cif Matl Le^ /1 BC792.92. 9r - isz % t" - ,5�� ♦ 20180606 _�' (19 8) 19. •9 �,�; r I. ♦ �V,\. S r. TU::EG1@r53 8.0 00' 0,4141. � 96 ��� � � e�_�aea�_- �- r'"� w� �`� � y9TTNEWJ;te'.E4\ SW MARTHA.T'C_..•2.91J x ,,}9?rr L9�L2�.lI •: .-. _ _- -- 88 .# f lik /r� / ' _ _ 'd I EVSES 12r31rzo 8 pd r r .r. K � i J ss 1 / iI� ¢`'�'-. 1R r � i... °I. L J v�\ TIGARD TUALATIN SCHOOL DISTRICT "s. TC Amac , 'lit '� ,w23, ,4.0 - \ 14 _ �` s��� TIGARD HIGH or .: I U � be _ FFE=167.9 vv �` :e�E` �,t • a.� SCHOOL FOOTBALL FIELD I FFE-f7A�� 0 1': ✓ �.; �.i H "? (,a60) 'r % MODERNIZATION OT 197 4) 8s7 ` �/ J a { 186 9 T \,•' / -j `0 ( t l�t 9000 SW DURHAM RD. I ( ) S,/ (785.7J _ U 4 CO TIGARD,OR.97224 ._ h " AR iQAL :UR= V,4 • (185.6 a:- _ - 1r I B SEBALL FIELD 1 .l , �. �I " \ i r CL FE=186 \/ !�� ��'� Z JOB NO: 16992A0 a-�� FFE='1859 �' / - I�� LicJ ISSUE DATE: JUNE 4,2018 IS i - (7866) -�. L £ / T Tell - _ 1 C Jurisdiction Stamp Area li ff .Rl - • if t _ ..w, _�-, w \ I --1?-0= I II i b (185 6) ' UNDERGROUND ACCURACY STATEMENT 1:4,Ali , + f( } THE UNDERGROUND UTLITES SHOWN HAVE BEEN LOCATED FROM I F --�I ' 11 FELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS.THE �"1.-��'`� �' J GRADING PLAN SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND - •'^'• - I U UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER - IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT /\ 1 Q WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE N THE " I ��_--v LL_ EXACT LOCATION INDICATED,ALTHOUGH WE CERTFY THAT THEY ARE II: "--- U LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION 6 _ AVAILABLE.DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA „ �•• 4... REQUIREMENTS REGARDNG CONFINED SPACES,1T IS CARONO POLICY _- -• _ - •. ..^- CO TO NOT SEND FELD STAFF INTO UTILITY MANHOLES TO RETREVE DEPTH AND SIZE INFORMATION.INFORMATN SHOWNREON SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDNGEON DEPTH, a_ C3.00 IS D SCALE:1 40 SQE,FLOW,AND CONSTRUCTION OF MANHOLES.THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. 40' 20' 0 40' KEY MAP cra A 1,n SW DURHAM_RD - __._-- 194.t: PROPOSED LEGEND bassetti 194.00 (198.1) (197.8) P, -STRPNG (198.3) (198.1) (197.8) -.. (197.5) -- architects 194.00 194.00 -CURB LNE .EXISTNG MAJOR CONTOUR -_IEEM .-- as- 8 550 .EXETNGMNORCONTOUR -� 1 . rc'19a.1r4 °' ��R - --- c FFE-� . Pot NW 9Tr Ave Suite 350 R 4 - 6,5p -PROPOSED MAJOR CONTOUR e • -� ° • �a - Sqg -PROPOSED MNOR CONTOUR Portmnd,Ore on 97209 9 - ,p• - - .• �-': _ 19398 T-LEHTDUTYACPAVEMENTSURFACE (206) 409008 (206) 09519 • • °. ° - TE:198.38 4..y 0 ° °' s ..° - 193.79' -� .HEAVY ASPHALT PAVEMENT SURFACE •°• BG1a96.57 • TC 196 15• N., 193..98°- - 194 / • - I ...I .CONCRETE PAVEMENT CIVIL ENGINEERS LANDSCAPE BC TC_1967Q ' 193.79 _ Cardno \ '`r TC.797.:7 , -•,I -HEAW CONCRETE PAVEMENT fi720 SW Macadam Ave Suite 200rtland,OR BTC:196.68 BC:19737 Jf _ )� .ADA ACCESS AREA T(503).419-2500i99 -T6 96S - - r�/9x TC 1' .'' �_- . •. ' 193.t 193.90 .HANDCAPPED PARKES SPACE STRUCTURAL ENGINEER rs v �� BC 1•T B' BC.195.0g - - a -HANDCAPPED PARKNG SIGNT :10629 -7'C:19623 ,SOOeNE hnnngl SeeSuite 412 Cat na ti� c''' TC 19458 - B . g1 > .PROPOSED TOPAOTTDM OF CURB Portland,(503}467-4980 32 D I� t `_/ t9fA -�� 1 � �" s394 rassO.OD TQ � ,-/ �� • 44. TC 1 1s3.as 1s3's6 �B PROPOSED SPOT ELEVATpN MECHANICAL ELECTRICAL& '�qq rj t - j 193.86 \\ PLUMBING ENGINEER BC:'t"9588 =�l-- _ \ '\ r,I\-j} } ` `:-. ' ��- 1�1.00 \,„ 1,.0 �.]/ FFE=194.0 2.0% -PROPOSED SLOPE Giumac j �T s'` 1e`' �e `(550.00) 900 S W Fifth Ave.,Suite 1600 -i96' .MpP4. 7C 794 79 - 19, 1' ) -EXEiTNG SPOT ELEVATION Portland,OR 97204 j ,• ��/ 3i•-- -'BC 794 3 - \` it 193.96 (2 p�) T(503)-227-5280 ° --t ,, _ • 7C:19438 -EXISTING SLOPE 9y a -'TC 196 7 °• - , ".,. _i BC:193318 190.40 V ". 9P BC,19515 ° TC - / 193.90 .{f� `_ ° l' ° \� FOOD SERVICE CONSULTANT ` 4 a 188.90 Webb Foodservice Design j ° 3700 SE Lafayette Cl. -'/-- 195.50 o///////////r//////////////////////////// Portland.OR 97202 19550• - 19402,- f90.40 '� � 188.80 T(5o3}236.856fi 19550 ` ,,,,tii, ACOUSTIC&AV CONSULTANT ,iltcle4as ) / //l/1 ////(lh////;/ /,'._--' �. Bc194.3s s` /�) /It UNDERGROUND ACCURACY STATEMENT The Greenbusch Group 195.Ot I -_ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM 1900 W.Nickerson St.,Suite 201 188.35 Seattle WA 98119 ° R19434 195bB 1• ` -_ \ FELD SURVEY INFORMATION AND/OR EXISTNG DRAWNGS.THE 18890 188.00 T 206-378.0569 - - 74 18835 SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT COST CONSULTANT / ° 195.00 195.50 ',88.00 , WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE N THE ! Construction Focus 9550 tp 194.00 ) ° .� - EXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE 740 Almaden St ` t�/ / ' 188' LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION Eugene.OR 97402 194.00 h /� - • T 541.686.2031 I 194D I • - \ FFE=194A �'18691 u AVAILABLE.DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA 187.00 '' REQUIREMENTS REGARDING CONFINED SPACES,IT IS CARDNO POLICY .t TO NOT SEND FIELD STAFF INTO UTIUTY MANHOLES 70 RETREVE 196J30 r' DEPTH AND SIZE INFORMATION.INFORMATION SHOWN HEREON IS SW DURHAM WEST DRIVEWAY ENLARGEMENT b1 SUBJECT TO AN UNCERTAINTY IN ACCURACY DEPENDING ON DEPTH, op. - SIZE,FLOW,AND CONSTRUCTION OF MANHOLES.THE SURVEYOR HAS 186.97.411.1011-14) NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES.SCALE:1"=20 - ° -.- g • 187.01 20' 10 0 20' . 10 FFE=187'r,� 061 FE=187.0 D C18.27. 197.19 / FFE=187.0 - -- • • - .____. ___ TC:19223 . ����al ,94.DD. // 186.97 � Cardno BC'.191.74 .51' ry / - i i 186.81 R79128 �" �� ��� ,qQ� � sav/0.1 r. ., vn,e // mI ,e...,5�tza.,,w TC:192.36 / S S �p FFE= / , ' s• ----- I sc t9i»e �18 R ��_;��� Y�il ,94A COURTYARD ENLARGEMENT Q0PROFfs r ;_- 194.00 rc S' 1 , A- kitipe s, 1 .00 SCALE 1"=20' �WV��ktiGIN PEq'2�i • T'C'191.33 - 1 t1 a/ 166 Ma8 L R19122 - 8C:1 1 3 1 + _� ° /I 20 10 0 20 2018/606 ti, BC.i9M1;38 - 1 7 �.ru' . • M1� tU�AE(�91W r r .r _ TC,19157 7 �_� s 9393 , �i Ax.cv.zo°��5 ..( _ B 19t.07r TGrt9212 _ �����������® >T b E� � W ' TC.M1 04 BC'791.2 191.9 __ EXPRES 12/3120. Alt (191 ) (192.i7 -'a, TIGARD TU L DISTRICT -. C191.51 - '° 191.90 ALATM SCHOOL e :1s o/� ra 1 ,91- , .� 1 . Tc1•, TIGARDHIGH 7', / r -a•q'9'' 7 Bc s1 s�7 � � � � 'a��►ZrirdlA '. / - SCHOOL 92' 9 7 ~ MODERNIZATION aB / ae �8. R1aria n . } _ -.. ..s -.. _ FFE=1a a a2v w R187.14 - \ 1.Bad 186.96 \ i 187.05 (n BTIGARD,OR0 SW �9 224AM D C L. $' 197.65 / �\�\ Z JOB NO. 16992.00 t°" • �. } �� _' ISSUE DATE JUNE 018 , As\<�a° TuRP F EL.D 'AI L 0 \ ! ' // 187.01, , - _ l-, W Junsdiceon Stamp Area 4 2 • S . _ \ 1 11a* I^ �t 6 6'f-ilm �� - TC.787.T I t s�; 1 I ;11r �OCTAL_'� FIELD SC'167.01 /01 V ii��` t� - -JI o ' < . � �`�- a7.2, I Ipr H_ GRADING t c , R18500 "' - I " '�k ��� � 4 ---II < ENLARGEMENTS ,871) �i. 0_IA` SPORTS PLAZA&ADA FIRE LANE ENLARGEMENT CO VP -==E,"=2g' - a C3.01 z9' 10' 9 29' KEY MAP liQ�17 v pa • p HHUF'USLU LtULM.) -1 �r f --.1�II11_ .ar®_- %} ___- - .-- -_ - -. .. - .,.. .__ 'am"'-'L'� •__�' .CURB LNE if7�IM- r - - - - - - - a - �- I .LIGHT DUTY AC PAVEMENT SURFACE bassetti _ - I � .HEAVY ASPHALT PAVEMENT SURFACE �Ir/�y. ��� • • SW DURHAM RD - C 4 I- 8/fd/ILG�jts _ j (SEE SHEETS COOS•C751 FOR PUBLIC MPROVEMENTS) , II_ 0) I°'* '1 .CONCRETE PAVEMENT . /`�1, O O �• v. - '. _ �. - t 11 ..:"IM1 Ld=11 -• '•r'-a = �1 -ADA ACCESS AREA -46 • e a • Y!� - _ _ - - _ ' Z� LW IS .HANOCAPPED PARKNG SPACE Portland,Oregon 97209721 NW 9TH Ave,Suite 350 Y - - 1•• rn .HANDICAPPED PARKNG SIGN T(206)340 9500 F(206)340 9519 p � �" - II _ _� 4 30LF Q �!{ , Z STORM DRAIN LNE '.. e __ - __ - __ ._ - µ -_ - -- 46.1 IE 6LF8929 ,Y 3 I SLE '- C`@ 0 0%® `` O @ 050% 'I U 'O -. .STORM FLOW CONTROL MANHOLE �, 3 T ` J'. .. IE 1 as fir @ 0.50°/Qi IE189.09' �► ! a .CATCH BASH III CML ENGINEER&LANDSCAPE --t E:190.84 ®o Te.189 0z 1„ Cardno - E:190.84 IE'9G 4o 3249LF IE t8n 42 �. 5 200 E:190.84 L 00.® •• •SDCB-16 _ - -:*'.II Portland,OR 97219 Ave Suite . _, - t-1 .. .'t j4' ..fir L• c _ _i7 ' T1503W19.2500 Bs9LF syoro,O socala. � �1� � paL�.arrr� Q� m I STORM SEWER CONSTRUCTION NOTES C �� �Ir:'4 - SDCB-15 '1� INSTALL t2'HDPE STORAIL NE.PPE BEDDNG ANDBAGKFLL PER FETALISS ON STRUCTURAL ENGINEER c ' c y _ ltllllllit/ liltlll "0�' s ►1 0 sHEETcs.11. CatenaEngmeers C c (/ ° Q '�'� ♦ti �1 ,{ 1500 NE ping St.Suite 412 'A G _ 45.75LF I O 38.78LF O 111% f r I O Portland,OR 97232 I C C @O60/,�2 E:19t S8' O @1.00°6© ,Jillir IO ,, 'I 2 SH EAT C5.17DPE STORM BEDDING FETAL IBC ON T(503}467-4980 i I G C C -_ _. + 32 74LF 0 O I I p . cD -.,.__- , • \ 1 @ 1,17%© IE:191.0O'Q ' /F IO MECHANICAL ELECTRICAL& 4 01(46 ` 3 INSTALL I5•HOPE STORM LNE.PPE BEDDNG AND BACKFLL PER FETAL 180 ON 1 c c SHEET CS.n- PLUMBING ENGINEER }. I., c 1111111 / t , i / �w+ l Gamac LI _ - C '"- 50.54LF Q O ,l fyv771 `: vo4O CONSTRUCTFLDWTHROUGHSTORMWATERPLANTERWITH2'FREEBOARD,18' 900 SW Fi1Ih Ave.Suite 1600 UC C �" @0.60%a .• 1N STORAGEDEPTH,AND1B'GROWINGMEDUMOVER17OFDRAINROCKWITHPortland,OR 97204 � : I Y ---- III / , I GEOTEXTLE FABRC AND 4-PERFORATED ORAN PPE.SEE CWS DETALS 401,402, T(503}227-5280 y C @OSO%©' : Rll� .• I SEE_OADNG ZONE 405,407,AND794 ON SHEET C5.13 ANDCWSDETAL 7980N SHEETC514.BASETAINT Y .. ENLARGEMENT ON WDTH AND BASE PREA PER PINT FOOD SERVICE CONSULt, p -�I c c _c... ..... -- 12vLF ,�1/ln SHEET C4.02 �/4'/ \� -..�:. WebbFoodserviceDesi n I C C �...P @0.50°ro Iy� I I SO CONTRACTOR TO VERFV LOCATON AND INVERT ELEVATION OF EXMTIN STORM 9 I !'- SDCB-11 �1�\`�+�QII i1j1� I DRAIN LNE PRIER TO ANY CONSTRUCTION ACTMRES.CONNECT EXIiTNG 3700 SE Lafayette Cl. C C Q _......_.,SDCB-13 . \✓�\l�) } I STORM LNE TO PROPOSED SYSTEM. Portland,OR 97202 C i^ • C C SDCB-120 Q ir A /✓ .�i�s„j�a5 rj1-. PD I T(503}2368566 C _ C 19.93LF •- - ` �' ri /I. 6O PROVDE fi"HOPE STORM SEWER STUB 5 FROM BULDNG FACE.PPE BEDDNG i.iv.E-t}�L AND BACKFLL PER CRY OF MARI)FETAL IBC ON SHEET C5.11.SEE ACOUSTICBAV CONSULTANT 1 mAl _ 1#I @ 0sc%�=� 1836LF ®aL_�! ._ lk /9444,0411Z *or ><gI 1 t>�,. ,/ 1 s 19 49L : III ( G 50',Q�. - `0 \ y I ARCHRECTURAL PLANS FOR CONNECTDN TO BULONG. The Greenbu5Cl1 GTOUp . I C050°/ , IE 190.'8' 1 i Aii, 'S `� 7O NSTALLTRAPPED CATCH BASIN PER DETALI ON SHEET C5.11. 190Sea0tle,W WAkeeB7on9St.Suite 201 3951LF 1 I . @ 0 50%.Q 94.81 LF, ! 1 .. 0 �\\\\ � T 206.378.0569 ,� • ,. _ ©cc 0 50 8 1 d,�� \' \/`ills 8O CONNECT TO EXETNG STORM DRAIN MANHOLE.SEE CWS DETAL 030 ON SHEET 1 II O= I I" ., ' IE189.50' ® c5-19. I L- -- "' fir' J 29.80LF COST CONSULTANT 1 w C c I IMO ,ISDCB82@0.50,6 " @0.0°0© t. -.. t ©@1.00k ;.- O pH OCTORCOVERFYNVEROTELEVATDNOFEXRTNGSTORMALNEPRDRTO Construction Focus ° C 740 A St. - - C 0 50% Eu ene,OR 97402 Q -« C C Q SDC&: O O ,/ TDN AGTNfTES.SEE CWS DETAL 5300N SHEET C5.12. I:I1 U 05.1 SLF 0 O OT5416862031 42 75LF© 0 O C @ 0 10 PROVDE 4"HOPE STORM DRAIN STUB FOR FDUNOATON SUBDRANS.SEE CWS 7 0.50% _ 0 19.35LF IE:190.03' r C C_ I @ SDCB-9 IE• @ 0 50% r ,l�. t Q 59 74LF FETAL 5200N SHEET C5.12.SEE ARCHRECTURAL PLANS FOR CONNECTON- C C ,t 0.50% UPPER BUILDING FACE C O B C 189 77'.. 0 5 47LF- ` O Ii @ 3.00 h E'.18994 OSO/ C 6 -- @ ^ 4 ) t1 INSTALL Bktt'CONTECH PEAK DNERSDN VAULT WITH 10 ZPG FLTER C Q 95 44LF� a \ 1., O CARTRDGES.SEE FETAL ON SHEET C512 I IE 190.07' 7'• O p• c� EX SDMH101 =-C- jos- / .50%© SDCB-6Qra:11111:10 ' IE:19250' X T' _ I ORMFLTERCATCHBASN WIrH IXJE CARTRDGE CONTRACTOR TO}} 'l1 : C �:^ tb INSTALL ST ` �� 1E:190.01 •iit• y �O // O ^� t 0E:190.50' VERFY AOEOUATE FEPTH OF EX6TNG LATERAL-SEE DETAL51.2.AND30N a<�tiNliil® t£ iil 111�1:1 -, / O .' `9`id SHEET CSU4. _ C IE 188 97'I o C C C IE:18917 / 67 _ ;l' ©@ 12-00I- nl C - - - ___ t4.76LFQ :-: // @10096 �, of I 15 CONNECT NEW STORM LNE TO EXISTING CATCH BASINC C 13.67LF .. ONC -u@0.50°iC IE:188-66' 610-@0509 it 41 / ..• •©59.09LF /-( ) �l. ®� 16 NSTALLB X11.CONTECH PEAK DNERSDN VAULT WIN 14ZPGFLTER ' _ IE189.10" _' IE:184.0 CARTRIDGES.SEE DETAL ON SHEET ���� C O C AlI L -_ IE 18929 Ar @O50 ''- ��� E.18129' C ._ _ - t - - /R - I SEE PUBLCMPROVEMENTPLANS. C Camino C 7t - % ©27.73LF 0.50%_ .' /// 3227OLF IE:179-60 19Alrrcn.�s.nmA rnxE KO l.+s.am ow M. C .y 6852LF �� / SEE MANTENANCE/FRE 0 C C ippevc5Lo,„, Q@ 0.50/ Q@ 0 50% m ,fakes 7 IE.191.50 LANE ENLARGEMENT ON @ 10.00%© 0001,I O .a,�m.c �•'� i 4y SHEET C4.02 `� r E:184.00' C C C ' SDCB.S '..:.. ®-=s �` • i� I 49.17LF / �p,ED°ROfE'S C Q • +��.®�,1 ' 1 0 3125LF @0-40%© Y 1�C, Fq Si C 0 1 SDCB-4 --W ' 1.00% e 61N( 2 C C y9 1 3i ° Q soces Q ®:.31 jR�E *w` / IE:ns.ao _% 4' 2018.06.06 C C AA, 044 @o,5F Si.nature l ) C O I ©@0:50% OREGON:36 I. SDCB-2 • 5.51 LF p - / 7 Q 48 52LF Q411/4 A4 © �0% 8.99LF' .� k ,,,•e5.1o,, \S >� @ 5-00% 1E:184.00' ` q P:. 1 @oso% SDc616 Q p� ©@o.so� H F� socan Q = Q 1. ° ° 79 0%Q ti FW C w swMARTHA. e* w 9 qI�¢ @ E:1eo.3a ._ - �6"� `aIFire I \( 1 E%PRE5.12I3tROt8 l E e J O \ O' O' - I ��� ;_ - I sD_�B-t-f,~%' At 1 O Q ""`� @4 �� TIGARD TUALATIN SCHOOL DISTRICT ii �: l ,Q, 0.7).. �//J TIGARD HIGH IE,78.98�I I SCHOOL D FOOTBALL FIELD MODERNIZATION, , ' SEE 92ND AVE SOUTH as - 960LF® DES L t ENTRANCE ENLARGEMENT ON ' /. @ 0.50% SDFV-9 r . 1 6HEET C4D2 I \' - -11 , /� 43.78LF SEE STADIUM BLEACHERS I 4 - S OSO%O re 5 ,Y , ENLARGEMENT ON SHEET - 1 � ' �@. ' - LL -m 1 C4.02 12.30LF© 1' - LIJ ____ : I 1 \ ''r,. /, :17922 r- �. .I O U _ , a I k • E F 2�951E ' �y'�1 i 9000 SW DURHAM RD.1 ,.tb , 1 ARTI ICIA TUR ` \ @095LFO 7/ W BASEBALL FILLC \ 29.75LF©� 16992-00 �� / @ O50°h- z JOB NO. Q 1 '� lS5\ _ W �„ w N ; LU ISSUE DATE: JUNE d,2018 - / EX SDMH-t03 rn MED \ 86 3 / IE:179.36 J W ' - - F V Jurisdiction Stamp Area IA 1 `NI, .'@ 050% / I I 1 G L 6959LF $3 �) V SEE SHEET C4.02 FOR ENLARGEMENT V I � �o CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA MANHOLE DATA FILTER VAULT DATA / I/ E:18021 I i //� ,� l - �',. SDCB-1 SDCBS SDCB-9 SDCB.73 SDCB-17 EX SOMFL101 SDFV-3 / / Li tE �0 0 - RM:19091 RN:191.45 RN.19252 RN:192.78 RN:187.14 Rik 194.17 RN:18322 _ STORM PLAN E OUT(8'NW}=18831 E OUT IEN)=18928 E OUT(8'W).189D7 E OUT(ESE1=190.15 E OUT(8*E)=184.08 EN(10'N)=18955 EN(15'N)=17895 UNDERGROUND ACCURACY STATEMENT --- _ J " J E OUT(12'S).18755 EOUT(15"S1=177.15 . .rt r 4 .r III. U SDC&2 SOCB-6 SOCB-10 SDCB-14 SDCB•10 THE UNDERGROUND UTLITES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY 4 RM:191.07 RN:192.AB RM:196D0 RPM 19434 RM:18730 EX SDMH-103 INFORMATION AND/OR EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEES Q WEST E OUT(WW1=18856 E OUT(8'E)=190.07 E OUT(10'5)=19095 E OUT(8'SW)=191.11 E OUT(ES)=18353 RIP 17894 THAT THE UNDERGROUND UTLRES SHOWN COMPRISE ALL SUCH UTLITIES IN THE = LL_ E 14(15N).177D0 AREA,EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT I ----- WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE N THE EXACT LOCATION 0 - RDA.19CB.3 RIM:19 600191 SDCB-159 E OT')15 178-15 , RDA.19122 RIM:192D0 RN'19392 RM:19251 E OUT(15"5)=177.00 INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS --LE -IE OUT(8"W1=18852 E OUT(e'S)'18920 E OUT(ES).190D2 E OUT(EN(=1119.07 POSSIBLE FROM INFORMATION AVALABLE.DUE TO THE HAZARDOUS NATURE AND -- ' -- CO APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,E IS CARDNO SCALE'1-=40' HOLES RETRIEVE DEPTH SDCB-4 RN:19 RM.193 RN:196 SIZE236 I POLICY INFORMATION.INFORMATION SHOWN HEREON NIS SUBJECT TO AN UNCERTAINTYDRIIT! I 0_ C4.00 E OUT(8'N1 AO [OUT(.15 RE OUTID8 RE U )EN E (8'N)=18921 E OUT(8'E)=18996 E (8'SE)=190.12 E OUT(8'NW)=18875 N ACCURACY Y DEPENDING NOT H ICALL, C.FLOW,AND DERG CONSTRUCTION ND U IL MANHOLES. 40' 20' 0 4P _ MAP THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY A I " ' �'� bassetti o I �_ - - - - - T 4- PROPOSED LEGEND M/. o SW DURHAM RD I ..m 7 .STRPNG architects �,� U I F 5 (SD) -CURB LIRE IWLI ; �� • ,w, ( • •LIGHT DUTY AC PAVEMENT SURFACE lW l W` A • .TRF— - - -HEAW ASPHALT PAVEMENT SURFACE 721 NW 9TH Ave,Suite 350 Cl)` '`"k,^) B A .i.,m., t ....m. tea. w�___ _ /`2 --------------________-- I- ..r- - Portland,Oregon 97209 - .I "" ----� j• \ �j .CONCRETE PAVEMENT T(206)340 9500 F(206)340 9519 - s I „_°,- I\\I .ADA ACCESS AREA 2 ',v. U j 3 : I I 6. .HANDCAPPED PARKNG SPACE I , d/. CIVIL ENGINEER&LANDSCAPE M ' I j 0 I a •HANDCAPPEDPARKNGSGN Cardno I N..� 6720 SW Macadam Ave Suite 200, ' / -STORM DRAN LIVE Portbnd,OR 97219 !//ZJ/ l\\\\\\ 1 / { I D .STORM FLOW CONTROL MANHOLE T(503}41&2500 f\\\ �, '/ I STRUCTURAL ENGINEER JI ® •CATCH BASN ' / Catena Engineers 1500 NE tying St,Suite 412 J I 3 `' Portland, 7_ OR9 232 j j I 0 STORM SEWER CONSTRUCTION NOTES T(so3)467 49ao i l '� MECHANICAL ELECTRICAL& J III I 'I I O NSTALL 72'HDPE STORM LNE.PPE BEDDNG AND BACKFLL PER DETAL 180 ON PLUMBING ENGINEER 1 `. SHEET C5.11. Glumac I \ ' 1/ I (Th O CONTRACTOR TO VERFY LOCATION AND NVERT ELEVATION OF EXETNG STORM 900 SW Fifth Ave.,Suite 1600 I GRAN LIVE PRIOR TO ANY CONSTRUCTON ACTNRES.CONNECT E%ETNG POHbnd OR 97204 ' "'Ns I T(503)-227.5280 STORM LIVE TO PROPOSED SYSTEM. 3 i ' * I O FOOD SERVICE CONSULTANT ' (...4 ..� n 8 CONNECT TO EXETNG STORM BRAN MANHOLE.SEE CWS DETAL 030 ON SHEET C5.10. II I2 Webb Foodservjce Design 15 CONNECT NEW STORM LIVE TO EXETNG CATCH BASN. Y 7` I j3700 SE Lafayette Cl. Portland OR 97202 I 1 %' I 'y.' 17 NSTALL 8'X 1I'CONTECH PEW ONERSION VAULT WITH II ZPC FLIER T(503).236-8566 I I I 1 CARTRDGES.SEE DETAL ON SHEET C5.12. ss - _ _ ACOUSTIC&AV CONSULTANT I l I 4, — TENNIS COURT PLANS I The Greenbusch Group �T UNDER SEPARATE PERMIT ' LJ 1900 W.Nickerson St Suite 201 Seattle WA 98119 . ilj I © i I II 1 O @050%- lv/ I t T206-378A589 I 11 s I 1Y,T� I I CATCH BASIN DATA FILTER VAULT DATA Construction Focus CONSULTANT 740 Almaden St. 93.31LF Irj - ..v SDCB•23I � RNA 17727 I SDCB•22RN 1131,16 SDFV-2 T 541.886.2031402 +�," @Ob0°h0 I 4t) EOUT(8'N)=180.75 EN(2'WI=174B0 Eugene,OR s I} 49 58LF /� I I ma S O ' J! I I _ - _ I I I E OUT(12•E(=172D1 @ 050% t,A1A � / — I SDCB.23 /H 1El■= 1 II 1 I I = v I I ��I E.18122' RN 1RHSR \ — --1 ---J - L E II(8•S(=18123 E>�* —► (W% ID • 1E.181.19' _ SDCB•22®7`� 0 MANHOLE DATA JL IE 181 E1' _1 \ I I I SDCB•24 • %'� p /// \ I II EOU RN 182.65 18'N)=18194 RM O76E75 1...,✓ 9 ,/ /i E N(12M'( 171 D3 0 SDCB-24 d �/ i I / I SDCB 25 E N(4N) 17163 - `� ` <Li 0164.46LF I RM'.18323 EN(1('SV)=17125 15B1LF ((�� z �,, @0.88% E OUT(12"SE)=182.18 EN(10"E)=171D3 O \ EX SDMH-105 O � l A Cardno I .4s , A was \ I l H /60 76.18LF PORT AN MAC C pp1 ., I % \ ' 317.17LF I @129 hO6720\�, 5 O@129%0I r„° �` — - @� a( ' v' NGIN£.\0j. 1E _/ ,� .. r 4D!Ji.rI 'B62201 IJ�O\' , 'liWv '`, ..I .c SDFV•2 Si.•4 fU DRE IA130 6.1 7 00 ,�v / / EXISTING i q 1 '9IrH `Ey` 10i J Ss` \ `�J\�' v Ex°EES/aa/rz01e TIGARD TUALATIN SCHOOL DISTRICT \;,, '' .eP„A TIGARD HIGH " �� 4,, SCHOOL W CG I -, MODERNIZATION LJ i 0 w a U 0 _ CO000 SW DURHAM RD. F- t, v J TIGARD,OR.97224 CU i / : Z JOB NO 1699200 w UJ ISSUE DATE: JUNE 4,2018 w I r c Z �"'� 'f C Jurisdiction Stamp Area =I>: J 1 �t titII O &CI-I \ , . 1 -4 1,4,4_:_-,, . UNDERGROUND ACCURACY STATEMENT ... � l' J STORM PLAN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY U INFORMATION AND/OR EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEES " I_ -= Q EAST THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE VP - L- AREA,EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT !l WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION I' � INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS , -b-. POSSIBLE FROM INFORMATION AVAILABLE.DUE TO THE HAZARDOUS NATURE AND "- "" APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,IT IS CARDNO m POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SCALE:1'=40' D SIZE INFORMATION.INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY C4.01 IN ACCURACY DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION OF MANHOLES. 40 20' 0 40 sca F'_, THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP eS „„„{{{+++ 4qq4 Vii x, Oil/// 6 .I oo do oo. 101E:191.41' • O7Soon L''•� Q OooSoonIMi o❑g000i/i - 111111//IIIIIII////I/IIII ///j//////I/IV\/❑ ❑❑• 6. bassetti❑❑ ❑ PROPOSED LEGEND 3. ❑o.o.00❑oo ono❑o❑ \ 0 ,pry�/.j/�/f/p o n.n❑n❑noo❑000❑❑ i \' -0 -STRPNG p/V///Lect o oo.•o_a B6 o '�ili \, 11. rl Ilk, -CURB LNE ❑ oo.. IE.19039'n o oo �'OdI1� d!� e /, L❑ ❑.0000.o.o.00 _ 13.82LF `� -LIGHT DUTY AC PAVEMENT SURFACE - 11r �� \ 721 NW 9TH Ave,Suite 350 / - ©@ 111 A\� •HEAVY ASPHALT PAVEMENT SURFACE ©28.09LF O50% lll X \, Q^ T 206 340 r9500 Fegon ?206 340 9519 209 • .. @O50% �' \°•, \878LF I -CONCRETE PAVEMENT I / �/ 31.70LF -/ = •ADA ACCESS AREA f)f �� �.- }-! o / -. I �, -HnrvocAPPED PARKNG SPACE CIVIL ENGINEER&LANDSCAPE •° "'�y'�'a. ��.✓"• �y� r '1,,,,,,-(---.❑o o _ p a •HANDICAPPED PARKNG SIGN Cardno 'A a-'-" "e� " , ' o o•10❑ o -�- -STORM DRAM LIFE Portland,OR 97219 0 6720 SW Macadam Ave Suite 200, �(/ 'l ❑q to-•.❑ O T(503}419-2500 }`._(�f_` \ �' 4122L ®79049'� oopQ❑� °aoo•.�O E:182.92" �LL\_- ,., - 0 • -CATCHMBASN CONTROL MANHOLE '� 1 ,��\ STRUCTURAL ENGINEER } ` '` 1� �'" e oso°o ❑n• Catena Engineers Y 1., t ...4.. .. �% •`�, 1500 NE hung St.,Suite 412 t I 53.14LF ``� F l J \ E'18450' Portland,OR 97232 ) { ' < �� s% P t��/A" �' STORM SEWER CONSTRUCTION NOTES T(503w67.4980 �� @ 2-4 r �• IE.tso ai ,, }/.'2> I '� MECHANICAL ELECTRICAL& " - 5829LF© O 1 N6TALL 12'HDPE STORM LNE.PPE BROOMS AND BACKFLL PER DETAL 1800N { OPLUMBING ENGINEER SHEET C5.17. Vts IE'181.60' � ` @ 0 80% Glumac 9D0 S W Fifth Ave.Suite 1600 �` LOADING ZONE ENLARGEMENT \P�' - :IE,6,42•-< 2 NSTALL B'HDPE STORM LNE.PPE BEDDNG AND BACNFLL PER DETAL 1800N 17.61LF O � { - O SHEET C511. Portland,OR 97204 „ SCALE:1,20' @ 1.05% -, 2)--t 1 T(503}227-5280 /.c.` // O CONSTRUCT FLOW.THROUGH STORMWATER PLANTER WITH 2'FREEBOARD,18' • { t- ! ODCR.20 FOOD SERVICE CONSULTANT �SDCB•19 / l J O STORAGE DEPTH,AND 18'GROWNG MEDUM OVER 12"OF ORAN ROCK WITH { 20' 10' 0 20' O / } \ j i GEOTEXTLEFABRC AND 4'PERFORATED ORAN PPE.SEE CWS DETALS 401,402. Webb Foodservice Design � 31 71 LF 0 • �F y L�\ +) l / 405,407,AND 794 ON SHEET C5.13 AND OW6 DETAL 798 ON SHEET C5.14.&ROE 3700 SE Lafayette Cl. �70 ��/ WIDTH AND BASE AREA PER PLAN. Portland,OR 97202 (7). .,. \ ,\0 69% @� ` J i /r \ SDCB-21 T(503}23fi-BS6fi I / 7i .,f 6 PROVIDE 6'HOPE STORM SEWER STUB S'FROM BULDNG FACE.PEE BELONG sl "'' - , -IE�820- � ` ( O AND BACKFLL PER CRY OF TIGARD DETAL 180 ON SHEET C5.11.SEE ACOUSTIC&AV CONSULTANT \ -`�� 1796LF?'- ARCHITECTURAL PLANS FOR CONNECTION TO BULDNG. .I -i ® 4,, - The Greenbusch Group 1129LF,, - @ 0 33/ ( / ,1 1900 W.Nickerson St.,Suite 201 O7 NSTALL TRAPPED CATCH BASN PER DETAL 1 ON SHEET C5.11. Seattle,WA 98119 @ 030% \ • Y` L T20fi.378.0569 II f I E18114' \ / " , 10 PROVIDE 4'HOPE STORM DRAN STUB FOR FOUNDATION SUBORANS.SEE CWS i' ,` / ¢ �:-©37.77LF\ DETAL 5200N SHEET C512.SEE ARCHITECTURAL PLANS FOR CONNECTION. COST CONSULTANT 42.O9LF Q @ 0.58% ',.. @oso% / O Construction Focus 4x �J\ \ 12 CARTRIDGES.Bx11 SEE ELH PEAK DIVERSION VAULT WITH 77 ZPG FLTER 740 Alnaden St. SEE DETAL ON SHEET CSJ2. ARTIFICIAL TURF { Eugene OR 97402 r E180 93 S BASEBALL I- E I� \\ \ *.......aaaa`aaa�... 13 NSTALL NEW PUBIC 48'STANDARD STORM MANHOLE OVER BUSING STORM T 541.68fi-2031 \i .� PPE AT PONT OF CONNECTION N 92ND AVE.SEE PUBLIC MPROVEMENT PLAN (w,) \\ ` r+F 1 v A ON SHEET CLOD. _ I1III \''i� \ - 74 NSTALL STORMFITER CATCH BASN WITH ONE CARTRDGE CONTRACTOR TO I 'I 5772LF . VERFY ADEQUATE DEPTH OF EXBTNGLATERAL.SEE DETAL51,2,AND 30N .II, SHEETC5.14. Q \ N 15 CONNECT NEW STORM LNE TO EXDTNG CATCH BASN. ff _- - i .,.+y, t i6 NSTALL VAULT N FRST SUMMER FOR USE AS A SEDNENT SUMP AND MANTAN II ,✓�z,,. 0 • • -,L DORMS CONSTRUCTION.CLEAN PRIOR TO NSTALLATDN OF STORM WATER WO r C,... MAN6. HOLE MANHOLE DATA CATCH BASIN DATA ..� F Rr,}H c„s SDMH-1 SDC&19 @ 1 ( _)Camino '>i\9_,-.) , A ,,�sep^��11'1 vwr' RBA 19264 RBA 187.04 0.50% entmi��s.am L i+^ E N(12•E)=/8584 E OUT(816E)=182.05 PORTLAND B B • "�Lww++^^^^`"` EN(10TJ1=187.64 sxmocwun E N(12TJ)=78584 SDCB-20 I ���A r I I E OUT(12"5)=185.64 !RN 18590 ° I g E OUT(8•SW)=18120RED=Ropes/ III SDMH•2 MAINTENANCE/FIRE LANE ENLARGEMENT s I RM'.19187 SDCB•21 " -0=�NGI Nfe4, �2 E N(12TJE)=18853 RBI 1&520 „ SCALE:1=20' -Q a1 78G2 tt L ' 'f n EOUT(12"WI=18783 EOUT(8'SlM1)=/81.15 ___ 2018.06.06 I 20' 10' 0 20' tUoptee 005- •. 00' CO o EW FILTER VAULT DATA t : ,E�' y SDFv.1 I ZM 192.00: EXP..lz;3vzo.e R G "kk -- UNDERGROUND ACCURACY STATEMENT E N(12•E)=187.75 o G o TIGARD TUALATIN SCHOOL DISTRICT E OUT(12•W)=18595 C `^' oho C THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY $� _ ar+ o b o !� INFORMATION AND/OR EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEES TIGARD HIGH W4 y o P C THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE I' - 1 p C ❑ ❑ 47.03LF AREA,EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT I 1 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE N THE EXACT LOCATION a o ° { n- C o o @ OSO% INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS SCHOOL LLI j o --"-' `' ❑ ❑ C POSSIBLE FROM INFORMATION AVAILABLE.DUE TO THE HAZARDOUS NATURE AND �- MODERNIZATION v 1 '..,. 0 0 C -.. _ ❑h o_ _-IE:188 42' APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,IT IS CARDNO Q c 1 0 0 _ C o ll o C POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND C 1 C P° --20.13LF SIZE INFORMATION.INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY G [ ❑ ❑ 1 IN ACCURACY DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION OF MANHOLES. LL ❑ @ 050% ' I C C 0 0_ L. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. jJ I • o o - CVa. ( 1 • -.. ..... ❑ ❑ LNJ I IE188.32': 1 C oho 806LF. \ l^ 9000 SW DURHAM RD. (n ❑ v J TIGARD,OR.97224 C op@OSo%- I- I {} C O IE:188.28' ifi992D0 1 Z JOB NO: 1 f • 1 • __ W ISSUE DATE. JUNE 4,2018 39 67LF 640 F._ 1 _ ` Jurlsdlctlon Stamp Area j' ` 1 W IE 18822'. '-i 1e_'-. 1 / I � -C .SDMH-2 i 1 SDMH-1 ' �. W_ , 1` �o� d} Y _ R 1,:.,rA,r • �� b �7 1 I---� f. SW MILLEN DR \ q . �+ @oso% a �_ ,,.., l 26.,9LF _ _L J STORM PLAN @o31%O I v I 4 r 6B25LF < ENLARGEMENTS ° war I I; 0 @ o.a7% v LL 12cII v J STADIUM BLEACHERS ENLARGEMENT01, 92ND AVE SOUTH ENTRANCE ENLARGEMENT I� T m I ^ SCALE:1^=20' SCALE'.1,20' a I C4•Q / 20' 10' 0 20' - 20' 1R 0 20' KEY MAP Q I'IZUI'USLU Ltlu±NU • .,.. T -S1RPN i 1. CURBLNE • / ./ I - .r... .... .. - - h .LIGHT DUTY AC PAVEMENT SURFACE �! W DURHAM RD r =-I ' bassetti i- 11 -\// ` e -- �T - ` - - - - _ I - 9 U -CONCR.HEAVY ETE PAVEMENT SPHALT MENT SURFACE architects u, !!! �� ;�..% lJ p U U • VI�0 ". �� '„ "b` { •"°"°"°e°e•e8"° .... - :. 17- _ .ADA ACCESS AREA • • _ _ "' _ w b, _ 721 NW 9TH Ave,Suite 350_ 1 "1� . HANDCAPPED PARKNG SPACE �,/s -- - .. - - Portland Oregon 97209 p / - - '. w a -HANDGAPPED PARKING SIGN T(206)340 9500 F(206)340 9519 h4,,. ,- — —. — -- __ _ __ -_ — _ _ - _- _ __ _ - — _- __ _ _- ; - ; & L r „. J SS -SANITARY SEWER LINE O J s {..icef. = O .SANITARY MANHOLE r' < _ "� }� , �- \.; I¢ W .DOMESTIC WATER LNE CIVIL ENGINEER B LANDSCAPE _. - =y' FYI-- -FRE WATER LINE Cardno -- / N.. GATE VALVE 6720 SW Macadam Ave Suite 200. fC ^ '- • - OR 97219 ( �- 1' ,., - _ - C� •Ala. - _ �` •� i ' _FRE DEPARTMENT CONNECTION T(503)-419.2500 �• C C _ - - r nl7-,nllnmm�mnmmifin7mm io all.. Vsp/ - 1) + -FRE HYDRANT STRUCTURAL ENGINEER Al r C C `._- -_ / , „ -111�1.1���I rs / :..,/1' �( \1\\\\\\�\' � Sc 1: s p .REDUCER 500I CateNE Irvna ing Ste Suite 412 ,. �` �.•r -\\\\ � FI Portland,OR 97232 1g. / " •' '4 'L SANITARY SEWER CONSTRUCTION NOTES T(503)-087-0980 L& p - -- c 0 _.. _.__ p= iF� I O MECHANICAL ELECTRICAL .' ,_ C C _ // n 7 i - 1 INSTALL6"PVC SANITARY LNE.PPE BEDDING AND BACKFLL PLUMBING ENGINEER "i-'- C C , 1111111� �� //• i�.e' / `�,• PER CITY OF TIGARD DETAIL 180 ON SHEET C521. Glumac T _ ¢ - ! 900 SW Fifth Ave.,Suite 1fi00 1, "'�`" C C ` - t 7 CONTRACTOR TO VERIFY BOTTOM ELEVATION OF EXISTING :it e p-,`A O Portland,OR 97204 . � C C �^ _/ 1 \ ,� - TUNNEL AND INSTALL SANITARY SEWER LINE UNDER TUNNEL. a I C C .. ',. �G I SEE LOADNG ZONE \ \� \ �,,p ' - T(503)-2275260 o I - -c c ( -- - 1 ENLARGEMENT ON FOOD SERVICE CONSULTANT ] 13 y " -C c - .— ;,,' , ,iYO.', (" SHEETC4.12 �L�i'. �� a1;t.� b Foodservice Design C c __._.. .._._ ,. \�0, A""p!i'Ms I 3700 SE Lafayette Ct. WATER SYSTEM CONSTRUCTION NOTES ur _ - F - `\'�, 41j0 , Portland.OR 97202 ' C C - d ;1 ,t / TIGARD T(503).236-8566 (I .-.'i F ..- +lip L,It .-� - \ }-i{'�:tJ SCHOOL / \ I BACKFLL PER CITY OF TIGARD DETALE 80 ON SHEETDC530. CONSULTANT • I O mac,"- _ I 'Q'•„ O INSTALL 6"C900 FIRE WATER LIVE PIPE BEDDING AND ThAC0 GTCeInbU9CI1 T �- I '1 \ BACKFLL PER CITY OF TIGARD DETAIL 180 ON SHEET C530. 1900 W.Nickerson SG Suite 201 Seattle® 4 I ` I}-�- ',- 1 r � 'l• T206-WA setts .}`-o 1- l - __ Pee' �A�\ ,V T206-378.0569 \: 4 INSTALL 6'DOMESTIC WATER SERVICE LINE.PIPE BEDDNG AND / �. O BACKFLL CITY OF TIGARD PER DETAL 180 ON SHEET C530. ''" .C C �-- - :; J COST CONSULTANT IR -� C C I qi., �}}�.} a PROTECT EXISTING HYDANT N PLACE DURING CONSTRUCTION- Construction Focus IF I ( F . i,���,• `�l '• O 740 AYneden SC ( O' _ a _ , TEu5414ie6.2031gene,OR 402 C CO INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542 ON SHEET C5.30. I C C — -- ;,", UPPER 6ULDING FACE AI, L 13 INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL 1 ON t � SHEET C5 30 - \ SERVICEINSTALL TEE AND VALVE FOR PHASE 2 WATER TO 1 I C L,y C t # .. /. �� ', 16 AUXILIARYIN GYM.CUT,CAP AND ABANDON PHASE 3. u t 1 D C _ __ -._, ,F _ I� �: � \ �•C A y Cc C - -- I __. // \ i > . 11 — 3 , ii ��n o C o C ii` ®� PORTLAND enis 1 C e C 1 b 1. `A I. i'` ..... C C Fr _� �� �'1' SEE MANTENANCE)FRE S � - 1 Id�� /' LANE ENLARGEMENT ON - - �FE PAA fSS v C 8 �, H �,�jW�A / SHEET C4.12 /j use ,`,.GIN F9�O_ II $ C _C . CAll. �aliC4 . / L�?.a/ 7E6 1S11 Le 1 c e E e 1 e.. • A : �� , Lure 201806.13 I1i I -C C `_'- _ - •q s '3�., "/tn 4 V UREd.9'2.-. 0 s ��, a iio 'II I:El - / tittG �c' MI • I 11I Ali __�,s�-- --•-•-F I • Q 1 ' a J�� TIGARD TUALATIN SCHOOL DISTRICT ,, O CARD HIGH ill' ri �1 SCHOOL Dom, ` O, � SEE92NDVESOUTH FOOTBALL Ts, lk ~ MODERNIZATION I ENTRANC IENLARGEMENT ON , 11 ! I I / ,.. .} SHEET C4.(2 _ y r/, , _ A�I ci DI UCt �..� fir \ ., la- C ! 1 w L1J ` \ w 'Sy L P 9000 SW DURHAM RD. \`v. t. Cn WCL v/ TIGARD,OR.97224 ARTIFICIAL TURF `\ \\ _ BASEBALL FIELD \�`� `, t i� 03 / W Z JOB NO: 16992L0 \ T` f' Z l.l..l ISSUE DATE: JUNE 4,2018 d,,� / -.�",. .F 'V '- L Junsdiction Stamp Area j 5 0 1 7>-- I ti ,{4,-.„.4'.4.\\,..\5'1,,y,v,...,:. .....;ji,,,,0__,„..„:„.F, • 4>. I Z 2 ,I I 7 1 / J); ' ' 0I''''''' C.,-, I I , 'I II SANITARY& UNDERGROUND ACCURACY STATEMENT - — i - THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEES " t Q WATER PLAN THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE LL_ WEST AREA,EITHER IN SERVICE OR ABANDONED-THE SURVEYOR FURTHER DOES NOT "--- WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION M. P U INDICATED,ALTHOUGH WE CERTFY THAT THEY ARE LOCATED AS ACCURATELY AS ° o-,'-- — POSSIBLE FROM INFORMATION AVAILABLE.DUE TO THE HAZARDOUS NATURE AND __ •°•°' '"+'"' ' APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,IT IS CARDNO SCALE:1=40' CO POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND P4•,I 0 SIZE INFORMATION.INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IV C N ACCURACY DEPENDING ON DEPTH.SIZE,FLOW,AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40 cr:ni F t.Am THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP F'KUh'U5tU Lt(itNU •STRPNG -CURB LNE ' yy -LIGHT DUTY AC PAVEMENT SURFACE bassetti 00❑1000 . \- } E. >� oPCPPP�� O ?-( T -HEAVY ASPHALT PAVEMENT SURFACE architects P C S' E o',, V .. 7/ NUN PPP t - E' '-•I -CONCRETE PAVEMENT h ❑❑ oo❑ ho -S ❑PPooP :IC° = -ADA ACCESS AREA ❑ O �� 4` -HANDCAPPED PARKNG SPACE 721 NW 9TH Ave,Suite 350 I - 0000o0Po00P0PP❑ I�© a Portland,Oregon 97209 I eP❑IK J "y . 000D0000000❑PPP❑ 10, -HANDCAPPEDPARKNGSIGN T 206 3409500 F 206 3409519 ‘121- p1� �� �� \ �! I IPPPPPPOPPPPJJc �� I %rA I IH Ile---_-i j� 7^ SB • •SANITARY SEWER LNE J -{ 1 ' IV ® ©, O'-,�/'� /!/� O -SANITARY MANHOLE _~_ Am1; I�Ov+ t j.. ` 3/� -', - ,Dv 'q �•�iI / „�O�O Fw— -FRE ATERL ER LIE CIVIL r� CardnoNGINEERBLANDSCAPE L� . 7"' C �/�7 Tip -GATE VALVE 6720land,Macadam7219 Ave Suite 200 - I• T SA3)-;OR 97219 ( �WJ i , :• - P / C T(5031-419-2500 * '� z c ',. �,; ©�` .FRE DEPARTMENT CONNECTION to e t,. , - ° } - - - p 0P •00• .FRE HYDRANT STRUCTURAL ENGINEER - - P o Catena Engineers w I I . y (v7_, u> �� °° <- • ,fir\ < (" pp .... -REDUCER 1500 NE Mn St.,Suite 412 Portland,OR 97232 Ij 7 o < � _1 ® N To' • SANITARY SEWER CONSTRUCTION NOTES ) bi, MECHANICAL ELECTRICAL& ti m "+ .1'-( f`-iL P' O INSTALL 6'PVC SANITARY LINE.PIPE BEDDING AND BACKFILL PER CITY OF PLUMBING ENGINEER u e ° -! 1 -t , ttriP# TIGARD DETAL 180 ON SHEET C521. Glumac Ali' - '/ -----'-'''. \---`, f 2O INSTALL 4"PVC 180 ON LINE.PIPE BEDDING AND BACKFILL PER CITY OF Port SW Fifth Ave.,Suite 1600 l \\ };I° I/, TIGARD DETAL 180 ON SHEET C521. POOBW.OR 97204 T(503).227-52B0 �` 92ND AVE SOUTH ENTRANCE ENLARGEMENT �` LOADING ZONE ENLARGEMENT INSTALLClip 3'PVC SA180 ON H ENE.PIPE BEDDING AND BACKFILL PER CITY OF FOOD SERVICE CONSULTANT TIGARD DETAIL 180 ON SHEET C521. Webb Foodservice Design „ SCALE— :1'=20' „ SCALE:1'=20' 4O CONNECT TO EXISTING SANITARY SEWER WITH INSERT TEE ADAPTER PER 3700 SE Lafayette Cl. • CWS DETAIL 530 ON SHEET C521.CONTRACTOR TO VERIFY LOCATION AND Portland.OR 97202 20' 10' 0 20' 20' 10' 0 20' INVERT ELEVATION PRIOR TO ANY CONSTRUCTION ACTIVITIES. T(503).236-8566 OINSTALL OLDCASTLE 5106-SA,1500 GALLON GREASE INTERCEPTOR WITH 4" ACOUSTIC&AV CONSULTANT INLET AND OUTLET GRAVITY CONNECTIONS.REFER TO PLUMBING PLANS The GreenbusCh Group FOR CONTINUATION. ' 1900 W.Nickerson St.Suite 201 Seattle,WA 98119 OSTUB AND CAP FOR FUTURE SANITARY SEWER POINT OF CONNECTION AT T 206-378.0569 BUILDING.SEE CWS DETAIL 520 ON SHEET C521.REFER TO PLUMBING PLAN FOR CONTNUATION. COST CONSULTANT n 740 Almaden tion Focus WATER SYSTEM CONSTRUCTION NOTES 4\` 740 Eugene,ORn St. 97402 1 INSTALL 8"C900 FRE WATER LINE.PIPE BEDDING AND BACKFLL PER CITY T 541-686-2031@\ OF TIGARD DETAIL 180 ON SHEET C530. \. 2 INSTALL 6"C900 FRE WATER LINE.PIPE BEDDING AND BACKFLL PER -' / O DETAIL 180 ON SHEET C530. li (.o) �r 1 O3 INSTALL 4"C900 FRE WATER LINE.PIPE BEDDNG AND BACKFLL PER — -o/'C�/' ar DETAIL 180 ON SHEET C5.30. vs O4 NSTALL 6"DOMESTIC WATER SERVICE LINE.PIPE BEDDING AND BACKFILL C PER DETAIL 180 ON SHEET C5.30. _ \ 1 O PROVIDE 6'DOMESTIC WATER SERVICE STUB 5'FROM BUILD NG.REFER TO /„\ , O PLUMBING PLANS FOR CONTINUATION. /TM\ OSTUBONANDT CAP FOR FUTURE DOMESTIC OL FIMBEI WATER POINTS OF cA p���/no CONNECTION AT BUILDING.REFER TO PLUMBING PLAN FOR CONTINUATION. J YC��-(J . � swu.ao.n reax wmw+u mz,s �. �\ 7' UPON WATER LINE CONNECTION,CONTRACTOR TO REQUEST . INSPECTION FROM CITY PLUMBING INSPECTOR,DEPUTY FIRE µ,;.l �<r''''SO4^FAX 151O11B'J600 \ ,, MARSHALL,AND PROJECT ENGINEER.OFFICIALS TO REVIEW m� CONNECTION AND COMPLIANCE OF EXISTING DOUBLE CHECK TO ! - �,1 '' © NFPA STANDARDS.CONTRACTOR TO DOCUMENT INSPECTION AND S�,�ED PROFFss t, �,/ PROVIDE REPORT TO ENGINEER. 0 ,NGINE/R 21.S - - "� -1s4 O NSTALL FIRE HYDRANT ASSEMBLY PER DETAL 542 ON SHEET C5.30. D': '/ 786 4 Low ��. - - , Si",. IL7SRE 59 �i f • 10 NOT USED. �` © 11 INSTALL 6"DOUBLE CHECK VALVE ASSEMBLY.SEE CITY OF TIGARD DETAL E /- O 532 ON SHEET C5.30. x=.IFS.tU/3t2a13 / Al 12 NSTALL FIRE HYDRANT ASSEMBLY PRESERVED DURING DEMOLITION PER TIGARD TUALATIN SCHOOL DISTRICT - c / / DETAIL 542 ON SHEET C530.VERIFY COMPLIANCE OF EXISTING HYDRANT TIGARD HIGH ® �, \i ASSEMBLY WITH TUALATIN VALLEY FRE&RESCUE.FRE HYDRANT TO BE V PAINTED RED. \�'- \ 0 INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL1 ON SHEET C5.30. SCHOOL 1" 14 INSTALL 3"WATER METER.CONNECT TO EXISTING WATER MAIN.SEE MODERNIZATION DETAIL 523 ON SHEET C530. 15 INSTALL 2.5 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY.SEE w \X �/A-9 ' may' DETAIL 531 ON SHEET C5.30. ARTIFICIAL jLiR \ ! ' 9000 SW DURHAM RD. . •�� r 3 Cl) TIGARD,OR.97224 BASEBALL FIELD f 16992.00 , ,.\ - .. Z JOB NO: \\ 'N ,/ N. - a•1 LccLI ISSUE DATE'. JUNE 4,2078 V��{ _,-, :- _ �,, � - ;-Ir:i Jurisdiction Stamp Area „ j _ J_ I d UNDERGROUND ACCURACY STATEMENT \ t Ile r'''Ii'���_1__g�7i" THE UNDERGROUND UTILITES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY \ f',� ID -!�.` INFORMATION AND/OR EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEES I t - J SANITARY & THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE I - - I AREA,EITHER N SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT U WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION _--- < WATER PLAN INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS MAINTENANCE/FIRE LANE ENLARGEMENT -- LL POSSIBLE FROM INFORMATION AVAILABLE.DUE TO THE HAZARDOUS NATURE AND /` -•� ENLARGEMENTS APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,IT IS CARDNO p. (� POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SCALE:1'=20' SIZE INFORMATION.INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY r_ - °• J IN ACCURACY DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION OF MANHOLES. 20 10' 0 20' CO THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. a C4.12 KEY MAP QIiS 24" - bassetti CURB JOINT SEE STD 12^ HEAW CONCRETE architects DETAIL NO. 146 J MIN -I SLL NU it S ROW 3/4"R HEAW ASP!1A.T 2% SECTION ROAD T g/q" R 6=�„I�EDGE ',s•R e%y 1"1 1:p5LOPE °+i , Portland,Oregon 97209350 j TR y}� Q 4 Q T(206)340 9500 F(206)340 9519 2" OF 3/4"-0"BASEROCK 4 - 3/4'R d��11 COMPACTED SUBGRADE - 6" _-° - DRAINAGE BLOCKOUT al Q -_ J� r .�' 3" I.D. SCHEDULE 40 DWV(ABS OR PVC) sf<'R CIVIL ENGINEER&LANDSCAPE -- -- PIPE W/COUPLING 14" _ Cardno SIDEWALK ADJACENT TO CURB o 16" PortlnA 0697219A"esunezoc O o 0 Cop o -- - - T(503}419.2500 0 H PLANTER---- 5'MIN. - ROW d o o - d 4 p _ = STRUCTURAL ENGINEER STRIP 0 ° • 6" Catena Engineers �-2% 0 1500 NE Irving St.,Suite 412 d O C _ _ PortHnd OR 97232 ROAD l •/ Z - d • 9" a _ _ .._ T(503}467A980 ' I I - a / MECHANICAL ELECTRICAL& 2"OF 3/a"-o" PLUMBING aBING ENGINEER BASEROCK AGGREGATE BASE COURSE COMPACTED SUBGRADE COMPACTED SUBGRADE PER TYP.SECTION 900 SW Fifth Ave,Stile 1600 NOTES: Portbnd,OR 97204 SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: T(s03)-227.5280 Q1 A. to BE PROVIDED: FOOD SERVICE CONSULTANT 1. CONCRETE SHALL BE 3000 P.5.1. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. Webb Foodservice Design 2) AT EACH COLD JOINT. O MOUNTABLE CURB AND GUTTER 3700 SE Lafayette Cl. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 1 Portland,OR 97202 3) AT EACH SIDE DF INLET STRUCTURES. SCALE:NOT TO SCALE T(503)-236.8566 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMP SPACING TO 45 FEET- . ACOUSTIC&AV CONSULTANT PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY VAULTS, WHEELCHAIR RAMPS AND AT The GreenbuSCh Group SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS Sete Nickerson 9811St.,Suite 201 / Seattle,8, 98119 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURE. SECTION OF CONCRETE. T206-378-0569 THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOi MORE_ THAN 15 FEEI APAFII '"' COST CONSULTANT 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE Construction Focus A MINIMUM THICKNESS 0"4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. A, 740ASreden St. PARK,Lit. Eugene,OR 97402 6. DRAIN BLOCKOL'TS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET P�v N>• Eugene, SCHEDULE e0 DWV(ABS OR PVC) PIPE A'2%SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 FIT OVER PIPE. Il 6. FOR SUBDIVISIONS AN "5" FOR SANITARY AND A"D" FOR STORM DRAIN SHALL LAN 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP DF THE CURB ABOVE THE LATERAL IMAM AT CftY OFT(Gn9D Ammo AN NO GfaIF QIYOF TfGnR➢ NO SOME OREGON MICHAEL A.STONE.P.L O86(:oN YCIMEL A SFONE,ILL • ePLir R CONCRETE DWG NO. a t,r.e Reeemee O STANDARD oNc Na MO JANUARY 2015 SIDEWALK 3,,,.e�.M.D.118 a.9'®"` .N.w 201111 �iijjj�ii • 3• 03,"'�' 20 XJANUARY 2o,s CURB 125 7'MOUNT / GALVANIZED HEIGHT ` I� ,/ STEEL POST " )�jar(Jna DRAINAGE BLOCKOUT -4,- PORTLAND 3 ID SCHEDULE 40 "CPO"'""00 :re 201PO"1ANO BRA 1'. r_6" DWV(ABS OR PVC) EXISTING DRIVEWAY- .„«�•••••• "a.1sml°'B'am PIPE W/COUPLING MATCH WIDTH & GRADE 1" BATTER A i Rsc]OROFE ROAD 1" "1" RI T" R/W LINE 170�r II 18'CONCRETE BASE _1F S's� 6 / red SEE NOTE 3 ' I �HGIN(E9 0� • 6" IL J I 2 78628PE r •a7- 72" r NOTES: 1 tgital Matt Lowe. 6' ,• • - 1/2"R SEE NOTE 4 2018.06.r. •• ° •a • a•MAX.4° 5' MIN NMI SIDEWALK :t r7'o, i 7. SIGN TO BE PER CURRENT OFC D1035 SPECFIOATIONS. S•.° 1 EMI 2- SIGN BACKS SHALL BE PANTED BLACK. ,ya r✓9 jr.ev.°�"1ub#E5280��`' BASE COURSE)"• • • ° • " - 3. SIGN POST SHALL BE POWDER COATED BLACK. t8E6( 'E _ 24" -" SEE 4. SIGN POSTS SHALL BE BREAKAWAY. LANDSCAPE NOTE 3 Fs LANDSCAPE LEFR 1z/31rzme COMPACTED SUBGRADE STRIP / SEE NOTE 2 , STRIP '.. O NO PARKING FIRE LANE SIGN TIGARD TUALATIN SCHOOL DISTRICT � A ��- 2 SCALE:NOT TO SCALE TIGARD HIGH 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX 3' 3" SCHOOL 2. EXPANSION JOINTS: 10•MIN 1-- A. TO BE PROVIDED: MODERNIZATION 1) AT EACH POINT OF TANGENCY OF THE CURB. PLAN R/w pK� 2) AT EACH COLD JOINT. B. 0.\`h'� 'YOp LLI 4)AT EACH END OF DRIVEWA3) AT EACH SIDE OF INLET YS. 3/4" OF°URB° TOP 2y,MAX O 41G F,,RF44NF CL 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET �- - • ", 9000 5W DURHAM RD. B. MATERIAL TO BE PRE MOLDED ASPHALT IMPREGNATED, NON EXTRUDING, STREET 1 NIT 4R/fr. \ TIGARD,OR_9722a WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. -�i • k'qy ---7,- z JOB NO: 16992.00 3- CONTRACTION JOINTS: • V C Y '- I' 's, *Op LLU ISSUE DATE: JUNE 4,2018 A. SPACING TO BE NOT MORE THAN 15 FEET. I'EI `,• '_ILLI "' i ti lli •vl SEE NOTE N0. 4 /,4G Ph.- Jurisdiction Jurisdiction Stamp Area B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. y F j 4. BASE ROCK 2"-0" OR 3/4"-0", 95%COMPACTION. BASE ROCK SHALL BE TO 2"OF AGGREGATE • / O • SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A, (3/4"-0") COMPACTED NOTE: PAINT CURBING BRIGHT RED AND STENCIL WITH 1" 5. DRAINAGE BLOCKOUT-3" DIAMETER PIPE: NOTES WIDE BY 6"HIGH LETTERS"NO PARKING FIRE a- LANE"IN WHITE WHERE SHOWN ON PLAN.THE C A. 3" I.D. PIPE WITH COUPLING. LETTERING INTERVAL SPACING MUST BE G B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. APPROVED BY THE TUALATN VALLY FIRE - DEPARTMENT. SAW CUT VERTICALLY 18"EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB- C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. O FIRE LANE PAINTED CURB DETAIL I- - AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. SCALE:NOT TO SCALE -ISITE DETAILS 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 6. FOR SUBDIVISIONS AN •'S"FOR SANITARY AND A"D"FOR STORM DRAIN SHALL U BE pp!STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12"EACH WAY. PLACE 3"CLEAR OF AGGREGATE. TIE ALL BARS. L<L (FOR COMMERCIAL DIRVEWAYS ONLY) CLLYOFnonoo wAew�• NO ctuh 0 y�2SGs., "°°m1F9°'. NO SCALE 0 OREGON IRCNAEL A STONE,P.E. LORI PAHA,PL _® a R� ,„R� COMMERCIAL owb No. -I-are owa No. m+»w> ° ▪ OREGON �r JANUARY 2013 CURB & GUTTER 126 FEBRUARY 2016 DRIVEWAY 143 a C5 00 F A D f bassetti architects RESERVED G 721 NW 9TH Ave,Suite 350 H Portland,Oregon 97209 PARK/NG G T(206)340 9500 F(206)340 9519 K I } CML ENGINEER&LANDSCAPE . Cardno B 6720 SW Macadam Ave Suite 200, • Portland,OR 97219 T(503)-419.2500 6° ' F H STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving Si..Suite 412 Portbnd,OR 97232 RESERVED T(503)-467-4980 PARKNG i____--ALUMNUM SIGN PLATE, MECHANICAL ELECTRICAL& FOR OMENSIDN. 1 PLUMBING ENGINEER L DETAL ON THIS SHEET SIGN R7-8�_ (`ti/� FOR DMENSDNS. SIDEWALK / \ Glumac \ 900 SW Fifth Ave_Suite 1600 C• J t Podlantl,OR 9]204 SON R7-8P �� �� L ( T(503}227.5280 TYPICAL ADA.PARKNG FOOD SERVICE CONSULTANT ACCESSBLE SON TO BE MOUNTED ON ALUMNUM SIGN WHERE SHOWN C SGN POST.SEE DETAL ON Webb FOOdServiCR Design SEE DETAL ON R` ON PLANS - THE SHEET. 3700 SE Lafayette Ct. THE SHEET USER ONLY NOTES: PER Portland,OR 97262 PLAN T(503).236-8566 SON OR7.BC 1. SIGN BACKGROUND:WHITE,RETRO-REFLECTIVE SHEETNG. 4'WOE WHITE STRPES Q 7 2. SON LEGEND'.GREEN,RETRO.REFLECTNE SHEETING. O.C.AT 36 DEGREES ACOUSTIC&AV CONSULTANT 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKNG AREA RESERVED FOR The Greenbusch Group VEHCLES WITH OMV PERMIT AS STATE. 1900 W.Nickerson Si.,Suite 201 - / �TYPICAL ADA.PARKING Seattle,WA 98119 7'MOUNT SYMBOL.SEE DETAL ON GALVANVED--a HEIGHT 9' 9, THE SHEET. STEEL POST DIMENSIONS(NICHES) COST CONSULTANT Ir SIGN Construction Focus —r - A B C D E F G H J 740 Almaden St. __ PER PLAN Eugene.OR 97402 • STANDARD 12 18 318 1-1/2R 2 4 2C 6 4 _ (6'MN STANDARD, T 541.686.2031 8'MN FOR WHEELCHAR OR VAN ACCESSBLE) 12'0 - 18"CONCRETE BASE NOTES: NOTES: ['IL 1. CONSTRUCTINSTALL FACLITES N ACCORDANCE WITH ANSI — - - 1. SIGN BACKS SHALL BE PANTED BLACK. 117.1-2009 SECTION 502. A.D.A.PARKING STALL SIGN TYPICAL A.D.A.PARKING STALL O O TYPICAL A.D.A.SIGN O _ - SCALE:NTS 3 SCALE:NOT TO SCALE SCALE NOT TO SCALE A G17 Cardno PORTLANDDua AVE STE 1E11'ml410.2. FAX iml,,,: arzle w.wo car ,\EpED°ROFFSJ, C(STROKE WIDTH) �S �y,GINEF9/�q '2-/ \ - 'tar8628 San L • 2018.06.06 - aty��� UMGOR:01.I"",.00' z—BACKGROUND 4 �'9�� py 1'''''' 9TJNfW:.'E� A PORES 12/31R018 4"PD.CONCRETE(3,000 PS5 r'. 1 ETIGARD TUALATIN SCHOOL DISTRICT 2"COMPACTED 3/4%0"OR11R"-0" VAN I FCO° TIGARD HIGH CRUSED AGGREGATE BASE COURSE B''</%i/�i�7;r /,„ /i, LM� SCHOOL \/\/\�\ \\\//� „ SUBGRADE MATERIAL CCESSIBLE 1� G • _ LIGHT CONCRETE SECTION A E H MODERNIZATION L SIGN NO.R7-BP Cl c \ W NOTES: /� 9000 SW DURHAM RD. � NOTES: n TIGARD,OR.97224 1. PAVEMENT MARKNG BACKGROUND:OPTIONAL:BLUE.RETRO-REFLECTNE. I- 1. SIGN BACKGROUND:WHRE.RETRO-REFLECTIVE SHEETNG. 2. PAVEMENT MARKNG STENCL:WHITE,RETRO-REFLECTIVE. Z J09 NO: 16992.00 2. SON LEGEND:GREEN,RETRO-REFLECTWE SHEETING. 3. THE PAVEMENT MARKNG STENCL SHALL BE USED TO DESIGNATE AN ACCESSBLE PARKING 3. THE VAN.ACCESSBLE SIGN SHALL ONLY BE USED WITH SIGN R7.8 TO DESIGNATE THE PARKNG AREA RESERVED FOR VEHICLES WITH DMV PERMITS. LU ISSUE DATE: JUNE 4,2018 6"P.C.CONCRETE(3,000 PSI).DEFORMED SPACES THAT HAVE AN ACCESS ABLE 8 FT OR WEER. - #3 REBAR AT 12"OS.EACH WAY.PLACE 3' Jurisdiction stamp Area CLEAR OF AGGREGATE.TE ALL BARS DMENSDNS(INCHES) j LEGEND MINIMIIIIIIF 2"COMPACTED 3/4%0'AGGREGATE BASE OMENS/DNS(NICHES) A B CD E F G O SIGN - • \/�/�/ z/ SUBGRADE MATERIAL MNMUM 28 24 3 c STANDARD 18 9 3/8 318 2-1/4 2D 1 1-112D 1-112R STATE HIGHWAY 41 36 4 G HEAVY CONCRETE SECTION OVAN ACCESSIBLE SIGN O TYPICAL A.D.A.PARKING SYMBOL I-- SCALE:NOT TOSCALE SCALE NOT TO SCALE _i SITE DETAILS II 0 0 HEAVY/LIGHT CONCRETE SECTIONS Q Li_ SCALE:NOT TO SCALE U_ m CL C5.01 1/4"GALVANIZED CLOSURE. SEAL WELD bassetti architects j OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS(HEIGHT 8' H) REV SIGN 01 16"DIA SCH.40 STEEL PIPE, 1 Panneaux Omega Architecturale sur poteaux carrel(grandeur 8'H) PRMEANDPANTOSHAYELLOW 721 NW 9TH Ave,Suite 350 Portmnd,Oregon 97209 Panel/Panneau 8'(57 Ibs/25.9 kg) Taos>34os5oo F[2os>3aossls .--Universal Collar/ 924 -- Attache Universele —I - [2356mmi ext I ' CIVIL ENGINEER 8 LANDSCAPE C 1 1 ){ { /—_ Card Cardno f W Macadam Ave Suite 200. ' ( l I 3/t2"(60mm1 35' Portlantl,OR 97219 I )', )7 �-1� n`),T), 1 / T(503)-419-2500 -1)/ ),i / r t I )t tic ROUND TOP OF FOOTNG TO SHED WATER � � 6- STRUCTURAL ENGINEER ( { I " Al ns2-+mm) Catena Engineers State alr ASPHALTC CONCRETE PAVEMENT i I t it T(503 d,OR 97232 I PER PAVEMENT SECTION 97" T(503)-4674980 I I [2464mm] " 1 MECHANICAL ELECTRICAL& 1 )))) )),1 ti ),,i 1)10) )I ) ',' 1 )` t 1' �"� '? 7.0' PLUMBING ENGINEER >5zn' I ( ( 'sm,--1 I Glumac I I �\' r7 i"�'fit.,t �Y�T v �� 900 SW Fifth Ave,Suite 1600 I Portland,OR 97204 11 A%4`IW I`I I� `YN`-7i I { i 4f,> 6 ga/huge T(503)-227.5280 1 I { L 104.8emm) FOOD SERVICE CONSULTANT { { Webb Foodservice Design I I 1 1 I 3700 SE Lafayette Ct. Portland,OR 97202 li T(503)-236.856 I i 1 ( I I GALVANIZED I 35 I 1 ( ACOUSTIC&AV CONSULTANT i • 1 1 PPE SLEEVE The Greenbusch Group Ii i 1900 W.Nickerson St.,Suite 201 Seattle,WA 98119 I 4 T 206.378-0569 —N 1 -- STAI I SO SMOOTH FDFF IS AT THE TOP `t ( r 1 COST CONSULTANT ,._'/J' ✓ ! _ 1 Construction Focus 740 Almaden St. Eugene.OR 97402 T 541.686.2037 N/1r60S QdIGW Systeme de Oldlures Omega II Tel:455-686-9600 omega j 1735 bout St-EknarOuesi -800-836-342 1735LOuebe- Fax'450-681-5318 —15'--.-- MICE SM INNS H7L 3N6 W W W.mnegadeax.cem 3 O WELDED WIRE FENCE SCALE:NOT TO SCALE O REMOVABLE BOLLARD DETAIL SCALE:NOT TO SCALE A cr,Camino 2-71810 TERMI4AL POST PORTLAND KNUCKLED SELVAGE TEL A,rffi w+ o.aa ama OMEGA ARCHITECTURAL SINGLE SWING GATE MODEL GPM20 REVISION01 2.318'OLEE POST " `"`� o PR Barriere Omega Architecturale abattant simple modele GPM20 1 L, OHAN LNK FABRC i 15/8'O TOP RAL 4' 2- . ¢eo,tOINFFyss'Omy I--a—STRETCHER BAR 2.718"0 GATE 2' 78626PE POST dI Matt Le MN SINGLE SWING GATE NOTES: a _I e¢ 2016.06.06 { Y'♦t.._I .�.�.�.�.�.�.-"'I -i-4I�'��'I �Y[tUHEd23 r rr oywF 1 1. INCLLDE PANIC HARDWARE OPTION - - ♦♦sty ♦♦♦♦♦♦♦♦♦♦♦ ♦♦j♦♦♦j♦j♦ ♦ ♦� ♦♦♦ _ TOP RAL - 9+ "-- <m a I 1SI8'O BOTTOM I ♦♦Q♦1II ♦♦♦j II II ♦ li Tn.es,2°�E�`' GATE POST DIMENSIONS r awce ♦ o ♦ NfW PANELIH) OPENING POST I RAL I• TRUSS ROD ♦O♦i— LOCKABLE I� ♦♦ ` 4'6'&6' 3'io 8' 3 x3 11 ga ♦♦♦4I IILATCH I �I�♦ BRACE RAI. o'Ris,2/3,nme 8' 3'to7 3 a tt ga 1 — �a�I II TIGARD TUALATIN SCHOOL DISTRICT 4' 9'10 18 4"x 4'11 ga ^' KNUCKLED SELVAGE r `'"`II,I ,� 5' 9'to13' 4'x4"11ga f P I I PER PLAN ' I1 ' '<j'•_ TIGARD HIGH 6' 9'to 17 4'x 4"11 ga u'"'r. •� _ 1111, I I'I TENSION BANG / 8' 8'tc9' 4"x4"11go GATE �- 14"0POSTBASE (I SCHOOL 5' 14'to 16' 6'x6"is" "TRU$$ROD- I ,.,mot FENCE AND SWNS GATE NOTES: / I' II2"OD.UPROHTS F- 6' 13'to 30'16"x 6" F 1. ALL CONCRETE POST BASES SHALL BE 14'MNMUM DIAMETER,UNLESS OTHERWISE NOTED. ♦j _ MODERNIZATION 9• 1o(to 26'16"x 6"6;n` USE4,0ST PSI SANALL BES ♦♦� H `2. ALL POSTS SHALL BE SPACED AT 10 MAXMUM NTERVALS UNLESS OTHERWISE DRECTED BY ♦♦♦♦♦�THE ENGNEER. ♦♦♦ II III II II` # TENSION BAR3. LNE POSTE: SHALL BE 2-318'O WI TOP RAL GUDES ♦♦�♦�♦���' 'TI �♦� W Grandees des polee,a de Porte TERMNAL POSTS: SHALL BE 2.7/8'0 WI CAPS TOP&BOTTOM l ' 1 a. RALS: SHALL BE 15/6'0 90005W DURHAM RD. Pameeu(H)Ouvetlure Poteau 1 - - - 4. FENCE FABRC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG BOTH Cf) i TIGARD,OR.97224 4'.5'&6' 3'a IF 3'x 3'11 ga THE TOP&BOTTOM EDGE.FABRC SHALL BE SECURED WITH NO LESS THAN FIVE(5),9 GAUGE 30' I I MN DEPTH I I I I- - 7 WRES PER LEE POST,AND FIVE(5)SUCH WRES PER TEN(10)FEET OF TOP RAL. 36' 16992.00 8• 3•a 7' 3'x3"11ga 1 Z JOB NO. a 5. ALL POSTS&RALS ARE TO BE SCH.40 BLACK POWDER COATED HISTRENGTH PPE PER ASTM I I I I It:36" I I LLI ISSUE DATE: JUKE 4,201E 4' 9'a 16' 4"x 4"11 ge Is,m"I F1043. 1 LI cc 5' 9'a 13' 4'x 4'11 go 6. DETALS ARE LLUSTRATNE AND SHALL NOT LENT HARDWARE DESIGN. ! L L _IG 1 Jurisdiction Stamp Area { T. CHAN LINK FABRC SHALL BE BLACK VNYL COATED 9 GAUGE,2'CYCLONE FENCES AND ALL 6• 9'a 17 4-x 4"11 ga Wt - - -- - "• HARDWARE SHALL BE BLACK POWDER COATED.CHAN LINK FABRC SHALL HAVE KNUCKLED 8' B.&9' 4'x 4'11 ga ' r APPaox SELVAGE ALONG BOTH THE TOP&BOTTOM EDGE. 14'WOTH MN. 5• 14'a16' 6"x6"V,,e _ ,• " se 8. BRACE RAL SHALL BE ON ALL PANELS O 6' 13'a30' 648'?5. I SEE NOTES N CHAN LNK FENCE DETAL I1 • a 1 to'a 26{6"x 6"01. . ._i -! CHAN LINK FENCE PEDESTRIAN CHAIN LINK GATE 0_ 'L. . swims-Qp1u Omega!!Fence Systems Tet 450-6869600 omecza 1735 bivd.Sr.E'I2Ber West ,-500.636•fi342 j Laval,Quebec Fara5oe81-,310 O CHAIN LINK FENCE AND GATE J SITE DETAILS MICE reams H71 3N6 W W W.omegatwa.eom 2 SCALE:NOT TO SCALE U Q a OWELDED WIRE SINGLE SWING GATE L. SCALE:NOT TO SCALE CO eL C5.02 bassetti architects 30' • 721 NW 9TH Ave,Suite 350 Portland,Oregon 97209 • CURB TO END AT TOP OF 2'SCHEDULE 40 T(206)3409500 F(206)3409519 NOTES: RAMP PANTED STEEL PPE 36 1. RAMP TO BE 1:12 SLOPE MAX. 4"CONC. 2. RAMPS TO BE CONSTRUCTED SEPARATELY, CIVIL ENGINEER&LANDSCAPE AND ISOLATED BY EXPANSION JONT Cardno MATERIAL. 6720 SW Macadam Ave Suite 200, PER PLAN » Portland,OR 97219 T(5E13)-419-2500 '41b1116.-- TCLEAR 1'A' STRUCTURAL ENGINEER 1'-0' Catena Engineers 1500 NE Wing St,Suite 412 < tr '° •6411111111116' PoRMnd,OR 97232 4 -d•. a T(503)-467.4980 Q ASPHALTC CONCRETE PAVEMENT PROFILE ' PER PAVEMENT SECTION MECHANICAL ELECTRICAL& PLUMBING ENGINEER - ° a ° ' Glumac CONCRETE(PCC) ° a ° ° 8 900 SW Fifth Ave.,Suite 1600 �3 715' PAVEMENT ° - ° a ° a° a ° Portland,OR 97204 4 a T(503)-227.5280 CORNER INLINE A.D.A.RAMP DETAIL 3.25 a, c 4'MN. SCALE NTS ° °e ° I, °I ° -FOOD SERVICE CONSULTANT a° °a s ° ° ° Webb Foodservice Design 5"MN. MMIIIMIRINIUMIIMNIEM ° ° ° ° ° 3700 SE Lafayette Ct. �\ \ \ \ \ 6' 4' Portland,OR 97202 \ /�7/%\\\'V\ / �/� �\//C\\\�/\ a° ° 8 ° m a T(503}236.8588 SEE SDEWALK SCORNS \\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \. ° ° ° DETAL FOR CONTNUATION ° ° a 8 ° ° AWAY FROM ACCESS RAMP SUBGRADE ACOUSTIC&AV CONSULTANT a ° ° The Greenbusch Group SCORED JONT \ MEDUM BROOM FNBH PERPENDCULAR ° a ° ° a°° °° 8 ° °°a ! 1900 W.Nickerson 51.,Suite 201 11T1 TO PEDESTRIAN TRAVEL • 6'x6'10 GAUGE WRE MESH SET 2' a Seattle,WA 98119 ABOVE BOTTOM OF CONCRETE SECTOR .41) T 206-378.0569 0'CURB EXPOSURE 1 - a COST CONSULTANT O CONCRETE TO ASPHALT INTERFACE WITH IMPACT SLAB °' Construction Focus ' 3 740 Almaden St. LANDSCAPNG " s• -� . LANDSCAPES SCALE:NOT TO SCALE PLAN Eugene,OR 97402 .4 6'CURB T 541-686.2031 1 O SHORT TERM BIKE PARKING DETAIL PER GTH LANS_.._1\,_S CURB EXPOSURE SCALE:NTS MEDUM BROOM PERPENDCULAR TO PEDESTRIAN TRAVEL SCORED JONT �"/—IT CURB EXPOSURE CURB CURB LANDSCAPE •+;�1 LANDSCAPE • 1T CCESSELE RAMPS AND CURB RAMPS WINN -6'CURB EXPOSURE WHERE POURNG OF A SEPARATE NTEGRALLY I� p _�/ PER P1pNS— I I I COLORED CONCRETE ISREQUIRED, g 1 VED,NSTALL a�Lno SHEAR DOWELS 2.-IT OE.AND KEYWAYS TO ' UO UO UOC PREVENT HEAVES OF RAMPS WITH PORTLAND A.D.A.PERPENDICULAR RAMP DETAIL OOOopac ADJACENTSDEWALKORCONCRETESURFACE 6720 50„41 ";.„0„4„-�00 OR�" SCALE:NTS 000020C, .....,.®a,00m DETECTABLESUWARN RFACE 4S'S\E�E"D PN O��SSo9 • 7B628 e l � ` AI Matt Le" 2018.06.28 DEEP KNFE JONT MEDUM BROOM PERPENDCULAR //// //////// 5•• '4'611:U01157.. 0'00' 4 TO PEDESTRIAN TRAVEL 9F,..y pq io° S T'H<wl'A' �` 4'COMPACTED ASPHALTC CONCRETE EXPeES 1201ao.R (LEVEL 2,172'DENSE,PG 64.22) 0000°0C TIGARD TUALATIN SCHOOL DISTRICT 'o -•PLAN }to 000000C _ 12'COMPACTED 3/4%0'OR 112W j ^34e - O O O C CRUSED AGGREGATE BASE COURSE .• _O_O_O_ .:: GEOTEXTLE FABRIC TIGARD HIGH PER PER PER 2y'p, 07 ,\ ,\��\/ \\/\\-% SUBGRADE MATERIAL SCHOOL PLAN PLAN PLAN T ®e m e®®0 0®e.� LIGHT ASPHALT SECTION ,_ — MODERNIZATION MEDUM BROOM FINISH PERPENDCULAR TO PATH OF TRAVEL It c 6 6 6 6 6 6 6 6 6 cc 0 0 0 0 0 5 0 0 0 0 0 REFER TO ION ANDHNCAL REPORT FOR SUBGRADE 000000®0000 VARES 0 0 0 0 0 0 0 0 0 0 0 �� PREPARATION COMPACTION REQUREMENTS CC MEDUM BROOM FNBH PERPENDCULAR ®¢0®®®0 0 0 0® O - W DEEP KNFE LOOT TO PEDESTRIAN TRAVEL 0 0 0 0 0®®°®0 0 J a ®®000000000 000000®0060 y 09' f 900 RHAM RD. • ®®®®®666666 S COMPACTED ASPHALTC TIGARD, CONCRETE Cn TARD,OR.97224 VARES—� TRUNCATED DOME (LEVEL 2,1/2"DENSE,PG 64-22) 2 • 1.; s DETAL z JOB NO: 1699200 '1;1ot+Ax RAMP TEXTURE PATTERN 14'COMPACTED 314'A'OR 1 12'•0' ' DETAL CRUSES AGGREGATE BASE COURSE LccLI ISSUE DATE: JUNE 4,2048 ° + GEOTEXTLE FABRC G Jurisdiction Stamp Area FLU l P / 6"CURB EXPOSURE LAN1. ARRANGE DOMES USNG N•LNE PATTERN AS SHOWN N \/\\//\\\\/\ AA\/" j DETAL.COLOR OF TEXTURE TO BE SAFETY YELLOW. \�/j/�/ /�/�j\,/ SUBGRADE MATERIAL 2. PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT A.DA.RAMP GENERAL NOTES HAS CURED ACCORDNG TO THE MANUFACTURER'S HEAVY ASPHALT SECTION O RECOMMENDATION.DO NOT APPLY CURES COMPOUNDS TO REFER TO GEOTECHNCAL REPORT FOR SUBGRADE CC 1. TRANSITIONS BETWEEN RAMPS AND WALKS,GUTTERS,OR VEHCULAR WAYS SHALL BE FLUSH AND THE AREAS THAT ARE TO BE TREATED WITH TRUNCATED PREPARATION AND COMPACTION REQUIREMENTS 0— FREE OF ABRUPT CHANGES N HEIGHT.MAXMUM SLOPES OF ADJONNG GUTTERS AND ROAD DOMES. C SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSBLE ROUTE SHALL NOT EXCEED NOTES: _ • • 5%SLOPE. O HEAVYILIGHT ASPHALT SECTIONS DETECTABLE WARNNG SURFACES SHALL BE CAST.N.PLACE FEERGLASS OR POLYMER BASED.USE ARMOR.TLE CAST-NPLACE SYSTEM, 2 ADA SOLUTIONS NC.CAST•N.PLACE OR APPROVED EQUAL.USE THE LARGEST TLE SIZE FOR EACH LOCATION:1TX12'TLES SHALL NOT BE SCALE:NOT TO SCALE I— USED.DOME SIZE AND SPACES SHALL BE ADA COMPLIANT.COLOR SHALL BE SAFETY YELLOW. J A.D.A.WINGED RAMP DETAIL SCALE:NTS LOCAL JUREDDTIDN: !, SITE DETAILS IV THERE ARE LOCAL JURBGCTIDNS THAT SPECFCALLY REQUIRE DETECTBLE WARNINGS ON THE SUE FLARES OR TOP OF RAMP(CA). Q THERE ARE LOCAL JURBDCTBDND THAT HAVE REDEFNED DETECTABLE WARNNGS(E.G.EXPOSED CONTRASTNG COLOR AGGREGATE, LL . GROOVES N A PARALLEL OR DIAMOND PATTERN ETC.).ACCESS 13LITY GUUELNES DEFNED BY LOCAL ORDNANCE SHOULD SUPERCEDE `, ' WHEN MORE STRNGENT THAN ADAAG.E THE ABSENCE OF A DEFNITIDN,FOLLOW ADAAG. V_ J O ADA ONSITE CURB RAMP DETAILS O DETECTABLE WARNING CO SCALE NOT TO SCALE SCALE:NOT TO SCALE D C5.03 O^ As required in 2s1/4' Off typical sections of construction assetti Street Street plans 8'O OUTLET architects Area I n I USE ENLARGER TO I- _ _ I_ CONNECT TO STORM 1' T—cut (see I MAN LARGER THAN P. Surfacing %///��note 1) I fl Topsoil or as 721 NW 9TH Ave,Suite 350 directed Base Material il 2.51/4' . „ . . - . . - -- Portland,Oregon 97209 T(206)340 9500 F(206)340 9519 c= O U:.: I o - o OY -p Cf1L2,0 LYNCH STANDARD CAST RON GRATE (2'THEK-RATED 15,000 LBS.) CIVIL ENGINEER&LANDSCAPE OR LYNCH EXTRA HEAVY DUTY CAST Cardno p G N () C 6720 SW Macadam Ave Suite 200, �t a EON GRATE(2.3W'THEK-RATED Portland,OR 97219 a Z r7 ` 'O- 50,000 LBS.)BOTH OR APPROVED EQUAL T(503)-419-2500 K E L`I 1 o Y E- PLAN VIEW STRUCTURAL ENGINEER Cat� } I O C� 500eNE hna tl Engineers St,Suite 412 C ay-+ O "j 3 Ip 4 -- Portland,OR 97232 m =O d C q0.0 a0+ C"� O O // T(503}467A980 �- N I rm °' � a cV ; ` r / 7' MECHANICAL ELECTRICAL& o ` / z PLUMBING ENGINEER xij0 n.M U IT I z GIUM9C Q d Q 3• 900 SW Fifth Ave,Suite 1600 1- �7 Portland,OR 97204 3112' 61YY HNGE-12 GA.STARLESS 6" Min bedding „ OUTLET T(503}227.5280 6^ 10 GA.SHT. 1 V2EKNUCKLE,tQ"LONG below outside of MIN MIN METAL(TYP). DwM. i MIH 1/4"PN(FASTEN FOOD SERVICE CONSULTANT pipe bell 3/4" — 0" 10' WRH6@1/4"STN.STL. Webb crushed aggregate 6 T BOLTS) 3700C Design SE Lafayette Ct. Portbnd,OR 97202 C C T(503)-236-8566 3'CENT- y (TYP). ACOUSTIC&AV CONSULTANT 2' Min Trench ���'\U\��i i\�\ 3/16° 3/16' r\V/- The wreenbuscrson St.,G Ship 201 foundation .� % \\kC stabilization Seattle,WA DETAIL"B"CLEANOUT SECTION C-C T206-378-0569118 if required DEPTH TO MATCH COST CONSULTANT • NOTE: r GRATE DEPTH �l - GRATE FRAME Construction Focus 740 AFnaden St. 1. 1' T-CUT FOR PIPE ONLY PROJECTS. . I Eugene,OR 97402 __ T 541.686-2031 • 2. JOINTS TO BE TACK AND SANDED. 1—I // 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. I 1,.0„ 1/4"ANGLE I AMMO,PRTHEKNESS MN. i CRY�CIGARD IBaNAFI A.STONE,P.E. NO F I OUTLET BNCONNIMIENG r yr CITY TRENCH FAG NO. J DAM. . rir p MI6 M.NALLOM. 1 G70 3/16' I 11114' ZOISIMD ,o N> 4ANwm Zola BAdCFlLL m'Pd PAN.OM MAun Anew NM I I 1.-0. • L -, A 41 LOCATE FRAME AND COVER SEE DETAL'8' 3I1fi" G l ^�Yiy�Z/��/no OVER LEDGE OF AT LEAST MANHOLE 12'IN NDTH 1/4"PLATE(TYP.) �R �� • PO RTLAND r mc�"R SUES AND BOTTOM\ .,NORnµo ante [MANHOLE APPROVED FACE Q CURB i ---_-_ A �\ ' ., I.,s.z�oAvrAx oml.,s.aoo w W/fin BATTER 1/4-PER Fr. --// —� TEL (TYP) SLOPE 1 CALCULATED IEOUT la B B GUTTER PM(tY*MN Tm) • I .-WI ilit bilk AS SHOWN ON PLANS —__- BRED oROFEs �t'E� III _..--. FACE OF CURB 0- �O R■ ` ® ��NGINFEy s�o�r WEEP HOLe LDDATm Q Q/ 186 PE r BACK OF CURB AT BASE QSUB-GRADE ��!SI f2{'-ter I 7-0112"SQ. an Le AGGREGATE(T1.P) 2018.06.06 IS�I� ,L w_ o w:r FROM TOP O DAOmMArvDcornaR tr�RE�R4 — �sTEv roTroa wATERrrArt rn.u4:nro COVER. _/� 8' CASING II� EEAPHARO03I550,hUNSP '✓,n 55 C9 t. \5 J FACE lit- Mir ST p�L X SUMP �'ND„"x NDNExR ELEVATION VIEW }rNEw;.F• • SET FRAME N(GROOT E E%PBES T2/4r/2m5 �r-°" {2I "+E MOLDED 36" NOTES. ®tea GRDERNGsI ORs•,N ANUN,rs r O STANDARD TRAPPED STYLE CATCH BASIN 3'-O'—� EXPANSION JOINT TIGARD TUALATIN SCHOOL DISTRICT FLIER(TTPJ SECTION A—A ALL PRE.wsT MANHOLE ECTDNs SHALL CONFORM 70-HP MrvoNsxgNKORwT 1 A REwr NEWTS OF ASHM DM. SCALE:NOT TO SCALE PLAN VIEW SNAL I.HAVE A �, TIGARD HIGH 6'(TYP)III 3 SUO'ASTGCTSE 9E 6EN O WEI PREnORNED GASKET$ STANDARD ECCENTRD 36' /,/PDURm IN PUQ SCHOOL r BOTTOM-FAQ pRQECIED ><` EWA_ACONFIXWAL NO.2F RAN-NN CK OSPECPGiN.OVED t- [ OF DOTTER DOTTER LINE `5(TTP)FOR PRE CA51 6 MANHOLE PPE caavECTONs*o uAxxo.E SHALL el:wArERrO VA'ROUT 4'MIN.C'JRB INLET OPENING 5. PPE CONNECTIONS OF DV OR GREATER SHALLREOUPE Axi �� i— OFPfdSS!ON rTOP-FAQ OF CURB _ PPE CONN�LTWS CHANNEL OR NOgE MANLNE55FKL WNHDIE STEPS SM MODERNIZATION "n" 7f BOTTOM FACE Q CURB gEWRFAMANNIX£[0.VNER011 NIDOINWEI DETAL. �� STD pR4WNG N0 ono �7 t � 1 PROVDE A AMNION OF P OF NTACT(IMMUtBED) � MANHOLES 1Q '�^M.A✓�'4:y iA'wR-•+•�v Yrh<"AH�'vr OMANHOLE N nENSDEFAFTWEENCE OF PK BREAKOUTS AS MEASURED IX IX Y 6EQ'HOE _i��1 PROJECTED GUTTER UNE 6. BREAKOUT OF WN.L FOR PPE SHADE S NNN.tM AND LASETOF _ • - a•AMNIA CLEAR OF PPE WALL. !1 AT BASE OF WITHOUT DEPRESSION 6. M6DETALl NPEO ip MA%MJM NTERIXi DROPa31' - LL SUB-GRADE FOR SANPARY CONr£CM ONDed FOR STORM AGGREGATE Logy 9000 SW DURHAM RD. OW) `\ • I_wATERTc rtAnvER PROOF AANgE FRAAE.wD sAxN:N I'—^ 1 orRS u e usEONN AGENErvr NOO c/ TIGARD,OR.97224 1m �38 'xi\ J B smFET oxEAs- �� Z JOB NO: ll 16992.00 WATERTIGHT SEAL `�` uTMN LL� ISSUE DATE: JUNE 4,2018 SEE DEM 6030 !�e' X' CG Jurisdiction Stamp Area yyl� REQUIRED) IT LEDGE ZONE W 11/Y a9' `� POUR MANHOLE BASE AND CHANNEL T03N DEPTH OF —� TIP. t•�u'• .FRON TOPE PE TO \ II E%6TNG MAN. MANHOLE SECTOR P SET MANHOLE BARREL SEMEN ON BASE THEN CUT O FRONT VIEW 11/2- GUTTERLINE _OUT TOP DFEx6rxcMAN_ PERSPECTIVE VIEW SHOWING MR- • 111111111. 2 DEPRESSED GUTTER AT CURB INLET — NOTES: SMOOTH F BH CIONEL TO DI VERTICAL TATOFPPE 1.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PS, iBZA NNNUMOFY.d LGMPALTED "M AND A SLUMP 2'TO i SE NAIERµ LL STORM DETAILS 2.NSTA STRUCTURE ON MNNUM OF 8"Q N.TO°'CG4PACTED BASE MATERIAL II 3.NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED(EC_FLOW THROUGH We). INLET CATCH BASIN (CG-30) 0 STANDARD MANHOLE OVER EXISTING PIPE DETAIL U Wean ate Services SCALE NOT TO SCALE J DRAWING NO. 33D REV15EO 12-16 m a C5.11 ^,sJ STORMFILTER DESIGN TABLE basry�s�/et�rtp CCi rr r TRANSFER HOLE AND COVER •RE8,11'PEAKDIVEIBION STIXRMFUTER TREATMENT CAPACITY TARITARESBYGWTRIXiE COUNT ALA LOCALLY APPROVED SURFACE AREA ".Pk HUB SHALL CONFORM 10 VO N 30N,SDR 35 DRIVE TNT°CENTER DF /{I///�ct SPECIFIC PLOW ATE.PEAK CONVEYANCE OAPAOIryTO BE LETEWOffD BYENDINEER OF REM.. RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE INLET BAY •TIE PEAK DIVERSION°TORMENTER I3 AVAILABLE IN A LEFT FILET(AB SHOMMl CHING.INLET CONFIGU TIN. 1 •ALL PARMANO N UNLESS OTHERWISE ASBBABLY PROVIDED BY CONTD. L OTHERWISE NOTED. ) I -TSYSTEM GE L-, 1 \ CARTRIDGE NOG. CwoP M-REa'D.MIL/ 0�06' fa- e 721 NW 9TH Ave,Suite 350 LOW DROP 1 . J „ i 18 Cartridges Max L•'T.- t_.�_ _�_ _S}P_` _jOi.. +/ IFIEMCFWHann al z1 1.r5' Portland,Oregon 97209 i' y1L I TIBBMTMENT BY MEDIA SURFACE AREA 2]PnW' +IPPW 2MRMP tIPMP 2ppIIVP 11 +cP r • GAR,Ra>.F1DW RATamPnT pas H. IS TA ,D . T(206)340 9500 F(206)340 9519 J , _y__-c_ {__ �_ PVC HUB.STAINLESS STEEL BAND SHALL BE 310 SERIES 4 BAND WDTH. �_N-®_ -� ; STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE 1D THE I •1--- - i I 2 CADMIUM PLATED CARBON STEEL AND ATTACHED 1AMTH HEX HEAD SLOTTED L _ J 1 -\_-,• 1,- ?-\y1 I SCREW. 4 L L "-i If L2 $ yF A I- �1;� SITE SPECIFIC DATA REQUIREMENTS COIL ENGINEER 8 LANDSCAPE I _ 'I Cardno -J F i N ° ' WATER QUALITY FL OW RATE(FY) 3.CdIPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN 67205W Macadam Ave guile 200, T l i - PEAK FLOW RATE ON) Pub. Pot-Hind,OR 97219 l I I I (---. -yq sc;�. '�% T 503 19-2500 ILJ..-A a.4 LA-- ',I ,a 0 OF CARTRIDGES (YN) ( W Ypl 12 I BOFCMIIiI°OE9 REQUIRED iT _ ` CONTECH 'L CARTRIDGE FLOW RATE STRUCTURAL ENGINEER GffDIA..( ,PEE PEEWEE,2P0) ��-Li-I-nL Ca0 NE Engineers� � 1 STOW/FLTER G`^' PPE DATA LE. MATER. DIAMETER 1500 NE living 5l,Suite 412 i,( 1 CARTRIDGE J•i•p ,,` ::/ INLET PIPE OUTLET PIPE Portland,OR 97232 L "-FILTRATIONBAY T(503)-467.4980 OUTLET BAY .C4Zi14.••• INLET BAY RIM ELEVATION • R+,� • FLIER SAY POA EIEYAIAN I 1 MECHANICAL ELECTRICAL& PLAN Axn+TATATICN IALLIBT I NR•S I HEIGHT3 PLUMBING ENGINEER NOTESISPECIAL REOLMIE.NENTS: Glumac FRAME AND COVER 2 900 SW Fifth Ave,Suite 1600 (OLDIE tft VARIES) fIDO//7/9/Y Portland,OR 97204 �'- 7(503)-227.5280 N.T.S. ERAM .. -LIC/W�'�%'- COVERTRPOFT %���4k) FOOD SERVICE CONSULTANT �„� ,WALL FILTER CARTRIDGESCE SPECIFICATION ����� Webb Foodservice Design GRADE RING OPOF B DEFILTTR CARRHB TACKS.L BE MER..13A CON ACT T SIPHONIESRH ACTUATLE ST DE BECO,AN0 SELF CLEAMNG.RA°UL EqA 9 (Gyp OFZI - OEPTHSHALLBE .ALFLIER MEDIACIXVTACT.SPECIFIC SATATEI DE BECOME. 3700 SE Lafayette2 SPECflC FLAW RITE ACT A aE]SET.OPINEAwn. .vOLUY).SPECIE WFLOWRATE SATE I THE MEASURE OF THE FLOW,GPM)DIVIDED BY THE z'�L.�v/ I Y®IA SURFACE CONTACT ANEW,(BF).YEDIA YOL1YElRICFION'RATE SHALL BE S OW.OF YEDA+IIMYMVY) Portland,OR 97202 T, ♦ ,, T(5031.2368566 PUTT PRE I CONTECH 1 CONTECH TO PROVIDE ALL MATERM S UNLESS LATE°OTHERVASE II-- STEPS 2 YMENSDNS MARKED W.0ME REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MA(PPRI WBR WALL FJ 9.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND..ITS.PLEASE CONTACT YOUR CONTE. ACOUSTIC&AV CONSULTANT I 6I REPRESENTATIVE,wP.C4Pb4STRUC The Greenbusch Group Eii 4.STORMFILTER WATER CUAUTY STRUCTURE SHALL BE W ACCORDANCE writ ALL DEMON DATA AND INFORYATON CONTAINED IN 1900 W_Nlck¢ROn St.,Suite 201 I I i TM000JRE G.CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. Seat*,WA 98119 (I� 1(I I--I VI) LJ M 5.81RUCTUREBHALLMffETPE IRO HS]C LOAD RATING,ASSUMING EARII COVER CIF D-SAND GROUNDWATER ELEVATION AT. OR IT BELOW,THE OVRET PPE INVERT ELEVATOR.ENGINEER OFRECORDEDGCUIflN,I ACTUAL GaWNDYMTHIEiR'ATpN. T206-378.0569 _ -J r_�r �r CASTINGS SHALL MEET AASHTO M.MO BEG.-WITH THE C.-RCN LOGO. J. .,- u E IST"w'T10I'NOnis COST CONSULTANT L� 1 , I, p �j A ANYSR.BASE,BACKE.OFPTH,ARD'ORANTIBLDTARON PROPSIONS ARESRESPECIFIC DESIGNCONSDERATINS AND NOTES; f- i 1 S 1 -1 .ALL BE SPECIFIED BY ENGINEER OF RECORD. Construction Focus 0__\ �� ks-.,,,r iz _ e CONIRACTCt TO PROVIDE L-GDIPMENT WITH SUFFICIENT REACH CAPACITY TO MDBEi THESTCWFILTER I.ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. III SRNCTIRE(LIFTING CLUTCHES PROVCED) 740 Almaden St. C.CONTRACTOR TO INSTALL JOINT SEALANTSETWEEN ALL SECTIONS ARO ASSEMBLE STRICTURE. Eugene,OR 97402 D.CONTRACTOR TOPROWDE,INSTALL AND GROUT PIPES.MATCH OUTLET PIPE INVERT AOT OUTLET BAYFLOOR. 2.INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE T541.686-2031 E.CONTACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FRCM CONSmUCTION-REATED EROSION RUNOFF. DIAMETER(I.D.)OF 10 INCHES OR SMALLER. STORMFILTER •='= F.CONTRACTOR TO REMOVERS AN TRSFER H GIVEN WHEN GIV WHEN THE SYSTEM IS BROUGHT BROUGHT ON OV11tTPIE CARTRIDGEFL°WST, 3.SEWER MAIN SHALL BE TWO SIZES(NOMINAL I.D.)LARGER THAN'THE INSERTA-TEE. ELEVATION THE STORMWATER MANAGEMENT STORMFILTER CNTECHE INSERTA-TEE - - a ENGINEERED SOLUTIONS LLC 8'x'I 1'PEAK DIVERSION STORMFILTER CleanWater Services __ NS StOTmfilter• wW.CWIMdEBAWn Ff':=. 12-1E 'DO VP*CI�A Of1°°® STANDARD DETAIL DRAWING NO. 530 - --- ----- LD4NmA+122 SISYS112/I 912.045.210 FAX A C.7 Camino iii PROPERTY 1. ALL STOW AND SANITARY SERVICE PORN LAND snla PIPE U aft LATERALS SHALL BE MARKED CHTHE IU,IOUOns.AIOA v Is,ano Wm SZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: ,..mo>•r SPECIFIED— \\ :STORY ORAIM LATERALS •D' •sMNRARY SEINER LATERALS •s' PLO DROFess 2 TITTERS SHALL NAVE 15'YAx WON -�= �6117v ��i(. III ��I•1 AND A YA%HEIUIT U 4' I .] (09 �78 rt L-.9l.. 1 N 3. HI RN SHALL BE CENTERED Cl TOP FACE OF CURB. Si.2.tore 20918.06.06 _ SECURE 284 IN PLACE ORE(a0 :20 ' _ AGARS PLuc w/ CURB STAMP DETAIL i BAOOILL TO PREVENT q 1 C9,10,^'S /III PLUG BLOWDFT rrNfW CI* — E%PRES 12/31rzm4 PROPERTY UNE OR OR F. HDF HEIGHT: TOTAL UTILITY EASEMENT TIGARD TUALATIN SCHOOL DISTRICT • STORM 12' 29 LENGTH OF 2. SANITARY MIN LO�e APPROVp SE AS SHOWN OF TIGARD HIGH SEN. PLAN 36' PAACEE STREET TO 2X9 COLOR CODE SURFACE SCHOOL • MOUND m (GREEN-SANITARY) VA N STORM)PY) H MODERNIZATION NOTES: N I.FOR NEW CONSTRUCTICV ALL SIDE SEWER I..L AND SIDE STORM PIPELINE CONNECTIONS GROUND :IT W TO 8-AND 10"MAINS SHALL BE W114 SURFACE, MAGNETIC 1 I L.L FACTORY FABRICATED•TEE'FITTINGS i TAPE RD. UNLESS OTHERWSE APPROVED. - 90I ARSW,OR.972 4 2.PIPE MATERIAL SHALL BE ONE OF THE �-.E LL ry H TIGARD,OR.97224 F°LLOWNG •'..,4i.L7r-'' 6 A PVC ASTM-0303<.ASW-05GD - Z 16992.00 B.DUCTILE IRON CI♦SS-50 LABEL MAGNETIC TAPE WTH BUCK LETTERING STATING € JOB NO: W (SINE ONLY) THE FOLLOWING, ISSUE DATE. JUNE 4,2018 C.A-2000 PVC AIN B49 FOR SANITARY:'CAUTION SEVER FUMED BELOW.' _ U D.PVC RIB MEETING ASTM D 1784 FOR STORM:'CAUTION STORK DRAIN BURIED BELOW.' - L Judsdicton Stamp Area HT E.CPP MEETING AASD M252 PLACE 1r ABOVE TOP OF PPE AND...1ST]PA. f O 171L L0- t .til i _ PLUG a_ �� .:1.:I:I 1 ii: P.i y _ :.B.1I -N Pz,P-P I- MINIMUM ACRE Fqt I— :., .• -�P 3/<'-°PIPE ZONE S'PIPE=O.G10 MATERIAL SPECIFIED c� STORM DETAILS III -: :!" A"PPE=0.010 —� -ii i?i i,i r,- ELEVATI ON Q LL SIDE SEWER / SIDE STORM U PIPELINE C1eanWater Services J DRAWING N0. 520 REVISED 12-16 CO 0_ C5.12 bas//s��etti OVERFLOW STRUCTURE INLET STRUCTURE RAW DRAIN AND OUTFALL architects PERFORATED PIPE MANIFOLD PROFILE PROTECTION IC MIN DIAMETER DUCTILE• 20•X 24•MIN DUCTILE ` IT _ BUILCING(*.nu AND OVERFLOW TO CON BEEHIVE STYLE/DOME IRON MT UTRAT,OR - •' IMPERMEABLE UNER AS APPROVED JCONVEY'ANCE GRATE,ON APPROa APPROVED EQUAL A II f BY BUILDING JURISDICTION °" ,,'�I4F TOP BAAON MOW z ,', FOR NCN opFP F MA ANFOL 721 NW 9TH Ave,Suite 350 . `� p 00NC FOR ey, m T. 4"I[UVUAM. Portend,Oregon 97209 _ _ GRADSE '/ A BUILGNCRJU185GCTIDN T(206)340 9500 F(206)340 9519 OTOMNG MEDIUM • `LO ..� / w Sj L - +Gp�. CIVIL ENGINEER 8 LANDSCAPE r'' RF ` Cardno si. ^,s ty CHOKER COURSE �, .�\ et fi720 SW Macadam Ave Suite 200. %.,4 'L`� F ^ M��� " e'IMF. 30'uln. OVERFLOW TO 1503tl OR 97219 L, -a,s-� `' c1 I,-FACWTY IMORI T(503}419-2500 6 � ¢ y o T D o� DRAIN ROCK f :,: (!5��E_S,.`Irll. o O / CONVEYANCE 0 0 0 0 0 0 0 0 - STRUCTURAL ENGINEER H 7, 2" 7 MN FREEBOARD P i v ( �. 6-MAX POND DEPTH Catena Engineers I*` 1500 NE Fong SI,Suite 412 BOTTOM HALF-NO HOLES OUTLET N APPROVED �+ PERFORATED COLLECTION CONVEYANCE SYSlil1 w : • . Y Portland,OR 97232 PIPE RUNNING LENGTH OF ' T(503}467A980 eF O N I , "+4y%lI 7 -- 9' 18•MIN ORDAINS MEDIUM OGO„r .. 1TTY TK MECHANICAL ELECTRICALS \\ --.'-.' } �� PLUMBING ENGINEER f _ �.� . _ ' d+N--c--i4 f - S DEEP(3/4'-1 J4•)CLEAN -- CRUSTED DRAIN ROCK G(urnac s4 ,, PIPING NOTES. • " � - . -� - g•DEEP(1-1/2'-3/C) 900 SW Fifth Ave.suite 1800 ' ' _� t CLEAN CRUSHED DRAIN ROC( Portland,OR 97204 FOR PRIVATE PROPERTY,PIPING MUST BE CAST IRON,ABS SONIC.OR PVC SCH40.THREE--INCH PIPE IS 1 ,, t L - T(503)-227.5280 REQUIRED FOR FALL TIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA:OTHERWISE 4-INCH // PIPE MINIMUM IS REQUIRED.PIPING INSTA_.ATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING - L 4 DIAMETER CUT S f Goof • OUTS.MIN 3 PER r /: ,--OVERFLOW TO FOOD SERVICE CONSULTANT STRUCTURE. AK?'f< -. CONVEYANCE 18"MIN DIAMETER DRAIN- SPLASH ROC( FOR PUBLIC FAD_'.RES,6-INCH OR B-INCH ASTN 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE BASIN,NYLAPLAST OR 18•MIN DIAMETER DRAIN- AROUND / "r'� WATER PROOF PYC BOOT AND Webb Foodservice Design REQUIRED. APPROVED EOUN_ BASIN,NYLAPLAST OR STRUCTURE "�R i I/ CLAMP OR APPROVED EQUAL 3700 SE Lafayette G[. NCR SURFED APPROVED EQUAL ler /1 I -FO,NDAT ON DRAIN?ER DESIGN Portland.OR 97202 MIN SUMP REQUIRED. ��\(L' SLCTION A-A T(503)-236.8566 NR �* 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM „„ ACOUSTIC F,AV CONSULTANT IMPERVIOUS AREA BEING TREATED. NOTES: The Greenbusch Group 2 WRAP PERFORATED PIPE ROTH GEOTEXTLE TO PREVENT INRLTRATION DF FINES. 1, PRIVATE WATER QUMJTY TREATMENT 3. NO IREES ON DEEP ROOTED VEGETATION OVER PIPING. LOT# 2 30"MIN WIDTH-FACT'_TY LENGTH TO BE CALCULATED BASED 1900 W.Nickerson St.,Suite 201 4. GRADE SUBGRADE TO PROVDE MANIFOLD WTI POSTVE DRAINAGE. ON INCOMING FLOWS. Seattle,WA 98119 5. CONVEYANCE SIZED Al MINIMUM FOR 25 YEAR EVENT STORM ROWS. BOX SIZE(SF.) 3. VEGETATION:SEE PLANT UST IN uDA HANDBOOK. 7206-378.0569 6. DETENTION(IF REQUIRED)VO.UMF BASED DI,DEPTH OF DRAIN ROCK RESERVOR LAYER AND POSITION - 4. NO TREES OR DEEP ROOTED VEGETAT N OVER PIPING OF MANIFOLD WITHIN THE GRAIN ROCK LAYER. #OF PLANTS 5 RAN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR 7- FTTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. NOTES. TYPE OF PLANTS SEPARATION. COST CONSULTANT B. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM TYPE DUTFA__PROTECTION SZED PER FLOW CALCULATIONS. TIE EFFECTS OF SUNLIGHT. 1. PAGE STRUCTURE ON 3/4•10 0'BASE ROCK P_ACED OVER NATIVE SUBIRAOE. 7. BUILDING JURISDICTION APPROVAL REWIRED WHEN DEPTH OF Construction Focus FACIUTY I5 BELOW BUILDING FOOTING.SIZE OF PLANTS 740 Almaden St. Eugene.OR 97402 T 541-686.2031 PERFORATED PIPE LIDA OVERFLOW/INLET LIDA . FLOW THROUGH PLANTER LIDA 3' DETAILS HANDBOOK aeanWatet�`.Services STRUCTURE HANDBOOK CaeanWate) Services HANDBOOK C1eanWaterServices DRAINING NO.402 REVISED 05-16 DRAWING NO. 407 -16 DRAWING NC. 794 REVISED 03-16 -,E lo'.,r mN I ik-Vdflr,ID TIT pp eahes Haar'Mc CIANARRSR�7r NR,;ca G9a*ANII SNNbe u,ikktp,k I.`eiop:r+;tT I,Np1T Ta,H_n'.bJ>k , TI or I ITT T.T 17nv pp¢:at aForth,. c�a inter Sa.,o A �r (J)Ca/'dn0 6 A BEEHIVE GRATE ,M•,,,,, ,,,„.,luw erz,e iC®C-4" VAPoES .,, sIe (SEE DETAIL BELOW) la"MIN,DIAMETER BEDTIME STILE SIDEWALK DRAINAGE 1a.( I ISTIa,s.am,.D' GUTTER DUPE ROSE MANHOLE FRAME OVERFLOW PER DETN'_NO 405 407 NOTCH,4'VIP -T" Ili ENERGY DISSIPATER DRAIN (SEE NOTE 5) Agit_ (SEE DETAIL BELOW) • _ I }TIT I _ .. I ROOK 6�` SPECIFY RM ELEVA110N TO STANDARD RONFgtCEO ` `/ •` 4 1/Y`+2 1/2 y J A,D;ROFF O EPDXY MANHOLE FRAME • 1E Sf� 19• TOP 570RMWATFR COND.:L.PIPE CLASS DI •. SPAASH flOCN 8 :4V EF fy 9 �� 111.., FAMED TOPSOIL 1i.4IIII - - WIINMUM 4'O 8" ` MIN.AROUND ` # al 78G2 201 L ����?� PtxruKAlD1 unNN PIRA -� 201 H.06.06 A � >.� y,REBAR U-BOLT /0 hvJ�v �" STRULNRE TYP .;,K ��;,�.J l ,�LEI L_ S. 'Ware ( B. (SEE NOTE i) 1E"-P LY ` . `�,����. . .. ^` OREGOR.0- " coJ ni ��i` 4"DIAMETER CUT ..V"('� '/ 4'DIAMETER CUT �" STREET TAPERED TC=F2• OUTS MNIYIW 3 ` QU7S MINIMUM 3 t Ol✓DIN.C9 2V°,�5 STREET �."' QU OUTS PER INLET CUT IX175 PER INLET '✓j �. JD' RELET SPLASH PAD , 18• • ` SiRUCNRE lY'P - ``• SIRUCNRE T'P � TN(W` �E Jn �FkHFUNAItD UNNN VIPt Orgik <_ I EXPRES.t2/31RGIB Qc 6. DEPRESSED AGUTTER 2" 460 00NNECT TO SLOPE TO DRAIN w � �` EDW MODIFIED N/-30,J T 1 KIT, �' . CR INLETMI `W 66- TRAPPED CATCH BASIN. ` - ' SEE Wit:A `ROW ti TIGARD TUALATIN SCHOOL DISTRICT TT METAL INL 1 ASSEMBLY NYLOPLAST OR APP ECK DAM,A5 18" i CURB A REWIRED ON HIGH STRAFFIC IIMEN=MMTREEIC - ®''' A I EQUAL 18E MIN. NECESSARY.(SEE NOTE 3) �J SEE°�TAIDCN _ TIGARD HIGH 18" 12• 3,000 PS / TM MIN 6" ♦SIDEWALK EXPOSED MIN. ISOMETRIC CURB CUT-OUT 5-;Js QUMERdwoE K CONCRETE TREATMENT AREA NOS DRAINAGE SCHOOL N.T.S. 'l� f d'; 1 16 MAX . PLAN CURB CUT-OUT I- -1 d4 VAR-- - MODERNIZATION 18 1/4' .u.u.tlIA 4"MN POND DEPTH VIM 2"COMPOST MULCH N.T.S. R=3/4• 6 � • kV MIN.CROW E MEDIUM N J. 3"DEEP(3/4'-1/C)CLEW'CRUSTED Ct 20 3/8" Y .1r" DRAIN ROCK GUTmR(G) BEEHIVE GRATE %'�� 19 3/4 f • 15•DEEP(1-1/2•-3/4')CLEAN CRUSHED FILTER rrR EoxrprDAT TD Il� 4"2" �1J}/4"" 4 �(LL '✓•i:W`�-��_ DRAIN ROCK UJ TMENT/PONDING AREA 4' flX ®® t'STREET � 1" ' PERFORATED DRAIN PIPE,B•TYOL SEE NOTE 7 -H- V-� iii�� W 1- 3/4• 9000 SW DURHAM R0. J S'CTI ON•-A-A ATTACPERFORATED LED USER.N P NOTE 6. CO TIGARD,OR.97224 t T- --f NOTF4 F- 16992D0 I L-19 1/4"--] 3 TAPERED RELIEF TC1G-2" L _ JOB NO: 2'6"� AT CURB FACE 27 3/4 1. PROVIDE PROTECTOR FROM ALL VEHICLE TRAFFIC,EQUIPMENT STAGING AND FOOT TRAFFIC IN PROPOSED LI-I ISSUE DATE: JUNE 4,2018 FACILITY AREAS PRIOR 10,CURING,AND AFTER CONSIRUCIICh. c SECTION A-A 3/4"-D DRAIN ROOK TC-C-4•- i S"x4 REVERSIBLE MANHOLE FRAME 2. SIDEWALK ELEVATION MUST BE SET ABOVE GHEE%DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW Junsdic0on Stamp Area Y DEEP TYPICAL TO DRAIN TO STREET OR FIPED OVERFLOW SYSTEM AS APPLICABLE..., YLANIDN SHALL lit FI BUI IUM IN ALL DIHLC TUNS IL, N tt 31INN 1 CH.CH ],DNA,SHALL BE PLACEU LLJ ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406.PROVIDE 2"MN FREEBOARD. NOTES: ♦. 51Ntti SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PRGECT PLANS. 5. SIDEWALK WEE NOTCH:1"LOWER THAN SIDEWALK,SLOPED TO FACILITY.SIDEWALK DRAINAGE NOTCHES 0 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CU-OUTS NOT ALLOWED ON WASHINGTON COUNTY ROESSHALL ALIGN WITH SIDEWALK CONTRACTOR JOINTS AND LOW POINTS. ROADS-USE MODIFIED CG-30 SEE DETAIL ROO FOR INLET STRUCTURE. 6. 30 MIL IMPERMEABLE UNER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER Et 2. INFLOW STRUCTURE-CURB CUTOUT SHALL HAVE MINIMUM C DROP AT THE FLOW ONE LEADING TO THE 1. SPOORF GRATE IN PI ACE NTH 54"OF MARE ROPE.I OOP ENDS OF WIRE ROPE AROUND U-SDI T AND ROAD AUTHORITY OR AGENCY.SPLASH PAD,SEE DETAIL CRATE.CRIMP EACH END OF WIRE ROPE WITH 3'OVERLAP. 7. PERFORATED PIPE IN ENURED FACLISES:BO'TgF OF PIPE SHALL BE SET AT 2 1/2"ABOVE SUKGRADE Ci_ 3.ENERGY DISSIPATER.DRAIN ROCK:ROCK SZC 4-1/2"-2-1/2"OR SPED BY DESIGN INFLOW PLACE 2 DRILL 2"DEEP NOES RATE PPE WAD EPDXY I(14 REBAR U-BOLT(2"X 4')IN HOLES. 8. HYDRANTPERFORAS UTILITY POLES CR ANY PIPE IN UNED EUTILITY BOXESL BOTTOM S PLACED WITH N PIPE SHALL, E PLANTERBASE SET AT MUST BE APPROVED BY RCP(6'DEEP BEHIND SPLASH PAD. 3, GRATE TO BE CAST IRON,ASTM A.Et 30 JURISDICTION IN WRITING. - I 4. CURB PROFILE PER LOCAL,AIRISDICTION. 4, SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACIIRERS RECONMENDATONS. 9. ACTJAI FIFA/OTC/OS AND DIMENSIONS TO BE CONSTRUCTED AS IOFNVRFO ON PROJECT PLANS. 5. ENSURE TWA'DOWNSTREAM CATCH BASINS ARE IN PLACE FOR NIGH FLOW CONVEYANCE. S. WIRE ROPE BETWEEN 1/B"-3/16•DAMETER,STAINLESS SILL.,7 STRANDS 01 19 WIRES 10.ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. (- CURB CUT OUT LIDA BEEHIVE INLET LIDA STREET SIDE LIDA LIDA U STORM DETAILS IV HANDBOOK OteanWater\"Services HANDBOOK ©eanWair Services PLANTER WITHOUTSTR HANDBOOK CleanWater Services . DRAWING N0. 401 REVISED 05-16 DRAWN;ND. 405 05-16 DRAWING NO.ET PARKING REVISED 04 I 0 pmlWe. Se Nn ' +urc- , u.;Jr - ClenNETerSerywes lo,PFETTEIIT,T,TeTTETTDIT ry(ITOFES HTn7I»k ., t 1 E s,t IS,I,I mm,npp la t H SS H ,k r.._1Y,W, b,.,, CO D C5.13 bassetti R� architects i)STORNFLTER BY CONTEOH STORM WATER SOLUTIONS,PORTLAND,OR(800)5484667.SCARBOROUGH,ME(877)907.8676, L NTHCUM.MD(866)700.3318. Ali - + - + 2)FLTERS TO BE SPHON-ACTUATED AND SELF.CLEAN FIG.STANDARD DETAL SHOWS MAXIMUM NUMBER OF CARTRIDGES. ! EXACT NUMBER RESUMED TO BE SPECFED ON SITE PLANS. i ! ' A • . 3)FILET AND OUTLET PPES TO BE GROUTED PITO HOLES PROVIDED.JOINTS TO BE WATER.TDHT. i W © B • • - - x I 721 NW 9TH Ave,Suite 350 4)STORMFLTER RESUMES BETWEEN 275'AND 29'OF DROP FROM RIM TO OUTLET.INLET IF APPLICABLE)AND OUTLET PPNG , .12 OISSPATiM1 PAD • Portland,Oregon 97209 TO BE SPECFED BY ENG NEER AND PROVIDED BY CONTRACTOR. A iS i';•Y2•(4 1/2"-2 1/2 1 s A 9 , PPES TO BE GROUTED TITO PROVIDED CORNGS BY CONTRACTOR. 3.15' •� 1•�Y 8puµ;POOR)2-1B _ A T(206)340 9500 F(206)340 9519 5)ALL STORMFLTERS REOU RE REGULAR MANTENANCE.REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE 1 A3' 133' + J I NFORMATON, _� i 1-7 fa • 11111111111.1111111141.111.IMII ,CARTRIDGE CONCRETE r • ' 1rz"PVCWER - • CATCH BASIN STORMFILTER DATA %%\�Ba=Lw l •.-- o CIVIL ENGINEER&LANDSCAPE STRUCTURED %%X t4y�,i ,�� 0 r +j • - + Cardno SW Macatlam Ave Sui[e 200, WATER QUALITY FLOW RATE(cf6) XXX 138 !:•:IME0IPEAK FLOW RATE(<1 ets) XXX /' ` v e 6720 0 OR 97219 RETURN PERIOD OF PEAK FLOW(yrs) XXX II - CARTRDGE FLOW RATE(15 OR 75 gpm) XX �� �-1 • T(503}479-2500 4.0 CLEAN OUT WITH PLUG J MEDIA TYPE(DSF,PERLITE,ZPG) XXX%X �� _—� B RN ELEVATION X%XXX' 12"PVC BAFFLE LAP SPLICEp REBAR. STRUCTURAL ENGINEER MINIMUM I2"OVERLAP PPE DADA. IF. MATERIAL DIAMETER Catena Engineers OUTLET XXXXX• XXX X X / 1500 NE ping St,Suite 412 OUTLET .XXX XXX XXX SEE NOTE 2 6"MIN 9 CONFIGURATION T(503}467-4980 Portland,OR 32 OUTLET 1-CARTRIDGE CATCHBASIN-PLAN VIEW0 -- /M� 3 ON -_�f, MECHANICAL ELECTRICAL& 0 - I - _ PLUMBING ENGINEER . r MN DROVING Glumac FILET - - - - - ROD SW Fifth Ave.Suite 1600 MEDDM Portland.OR 97204 3B0' - ;�� , - 9 � .Atit N T(503}227-5280 OPTIONS FOR OUTLET AT EXTRA COST): 9"MINIMALLY ['HOLE FOR OUTLET STUB OTHER THAN IT , , _ ❑CLEANOUT N WE OTHER THAN 4` 0.0' �` 4oURSE FOOD SERVICE CONSULTANT ����—� � V 'O • �- NATIVE SXL SHELF .Hp ❑CORED HOLE FOR NLET PPE 058' / / ❑DEEP OUTLET CORNG 0` P_ 0.13' T\/�,� -/ 6"IWN . a DRAIN Webb Foodservice Design OTHER:XXX ^ 3700 SE Lafayette Ct. ❑ \ , ', � 4,, CENTER SPACING � T(503}296-e56fi 02 3B0' '.aY 'O9j' O95' —, VT PVC VIER /// SEE NOTE 1 �� -' �1AR� 240 ����� � �� 3 M TREATMENT AREA"' 30 Ma UNER SECTION B—B ACOUSTIC&AV CONSULTANT 2nD �.,,,\ ��' 1/r Pvc BAFFLE The Greenbusch Group SECTION A—A 1800 W.Nickerson St..Suite 201 __ I I I •Dau�11 W OCLEAN OUT NOTES Seattle,WA 98119 ! Ob4. WOO T206.37&0569 !1 l' �I`'■� 1. WEEP HOLES TO BE PLACED NTFIN DRAIN ROCK LAYER.TOP OF WEEP HOLE TO BE 19R ,fSAME ELEVATION AS THE TOP OF DRAIN ROCK-AVER,ON LOWEST SIDE OF CHECK DAM. COST CONSULTANT II--__ _ 2. MINIMUM 3-REFER EMBEDMENT FOR CURB AND'CANTER WALL —��•• j 3. CHECK DAM SPACING SHAL_PROVIDE A MINIMUM OF 2•FREEBOARD,AND AN lie Construction Focus 090' Is / I ' - t ( 0.16.0.13' MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACO/TY CROWING APED-UM. 740 Almaden St. •-�-.• Eugene,OR 97402 • • I 1-CARTRIDGE CATCHBASIN-SECTION VIEW O T 541.686-2031 1 CONCRETE CHECK DAM 1-CARTRIDGE CATCHBASIN-TOP VIEW , - LIDA O S6AoTNI1e. ` . 51D,mFI • HANDBOOK Cleanwatei Services I r' r r- 1B,S 1.I El l`— • ) ' NT C N 7 t 1-B-SINS 'RI IF It Eli I DRAWING Na 406 04-16 _ — — SPOSOal�SOURIONS MC _�_ ( 1N MI R SOLUTIONS¢C r 'm 1 I Ithv IO/CU.)DF9 I[FTrlint Ap(s1Ua.h.�Handbe0k c,,w+4;"Smm Of: e:T .,7 _...,DE -AEI_ tIL ,F JNF VJ.,;^D I°_ i • A Cl)Camino ...'', PORTLAND MORwSTORM WATER FACILITY BLENDED SDI._ 1ELlattl<IN.TSWWA PUC/MR/a,a,TxSOO D.OR em9 FLRNIS/IMPORTED BLENDED SO_FOR ALL VEGETATED UOA FAGUTES CONFORMING TO THE FOLLOWING: �. •""gym' = • GENERAL COMPOSITION18-USE MATERIALANDTHAT TI ANY BLENDCR D A III LOAMY SOTS.SAND,AND COMPOST THAT S 30.4OL COMPOST(NY VOLUME)AND MEETS THE DINER CRITERIA IN THIS SPECIFICATION. R THE BLENDED MARIAL PARTICLE GRADATION-Ai • ANALYSIS REQUIREMENTS SIEVE ANALYSIS OFTETHE BLENDED MATERIAL INCUDING COMPOS',SHALL BE ! '\F•-"DoRpesf CONDUCTED IN CONFORMANCE WITH ASTM C117/C138,AASHTO TV'V/27,AVM Da22/01140,OR ABTA D89.3. '- ctGIN(E9/4t- ^ THE ANALYSIS SHALL INCLUDE ME FOLLOWING SIEVE SIZES:1 INCH,nw INGip0,, O. �,N4(80, [RI 78G2WruD L- s /+m,/am NE e♦ nc THE RI POI cNel NE m: Mr.- a .0656 Sl ( SIEVE SIZE PERCENT PA55',NG Si,natUYe 2018. 1 NCH TOC 1309:6 r.r HO' n-'-,- A A 700-100 5-100 OREGON, J 4° -50 y9TTy EN';zocE�S (100 5-ID T O /200 5-15 • THE MATERNA-SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES E/PNES 12/31/2076 — • IT SHAL WE_'_BE L MINED AND HOMOGENOUS. • IT SHAL'_BE FREE OF WOOD PIECES.PLASTIC.AND OTHER FORDRN MATTER. TIGARD TUALATIN SCHOOL DISTRICT • IT SHALL HAVE NC VISIBLE FREE WATER. 00MPOST TIGARD HIGH 1-CARTRIDGE CATCHBASIN-SECTION VIEW OB THE COMPOST SHALL BE DERIVED FROM PLANT MATE,AL AND PROVIDED BY A MEMBER OE THE US COMPOSTING { 2 COUNCIL SEAL OF TESTING ASSORANCE(STA)PROGRAM.SEE WWW.WMPOSTINGCOUNC.-ORG FORA UST OF LOCAL PROVIDERS SCHOOL THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED MATERIALS.FREE Of V ABLE DESIGNED AND SOTETAB AEROBIC REGARD TO 00/STION.THE CONSUMPTION SHALL RE WELL MODERNIZATION COMPOSTED.FREE OF 0051 N'_ED SEEDS.MO STABLE MTh'ER RAG TO OXYGEN CONSUMPTION AND CARBON DIOXIDE GENERATION.THE COMPOST SHALL HAVE NO VSBLE FREE WATER AND PRODUCE NO OUST WHEN HANDIO.'T SHALL MEET THE FG IOWING CRITERIA,AS RESORTED RY THE US COMPOSTING.CIIUNCI'. STA COMPOST TFCHNICAI DATA SHEET 1 PROVIDED BY-HE VENDOR. - C ( 100%OF THE MATER.AL MUST PASS THROUGH A 1/2-INCH SCREEN. W I TIE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN.AND 8.5 MAX. ^ MANUFACTURE)IN MATERIAL(PLASTIC,CONCRETE,CEAMHCS.METAL ETC.)SHALL BE LESS THAN 1.0%BY I..L 094' WEIGHT. ♦� r THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 7DM(DRY WEIGHT BASS). /I- 9000 SW DURHAM RD. 33'TO 35' SOLUBLE SALT CONTENT SHALL BE LESS THAN 8.0 MMHOS/CM. 1•A� TIGARD,OR.97224 (2.75'TO 29'I MATURITY!NOICA/OR SHALL BE GREATER NNAN 80%FOR GJ/MINAEON AND MGMSTABILRY S/AL.BE'STABLE'TO'VERY STABLE'. . CARBON/N'.TROGEN(C/N)RATIO SHALL BE LESS THAN 25.1. Z JOB NO: 16992.00 lylll TRACE METALS TEST RESULT A'PASS" W ISSUE DATE: DUNE 4,2018 SONSTRECTION STORMWATER FACULTY BLENDED SOIL 1 1 1 JUNsdlaion Stamp Area • PROIECTI OF THE SOL-THE MATERIAL B PROTECTED FROM ALL SOUR OF GOI IMATAXN, W INCLUDING WEED SEEDS,WHILE AT THE SUPPLER,INECGNT OF TIE•AND AT THE PROJECT STEOµ > OUTLET PPE • WET AND CNTER CO-NOTIONS-HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE WEATHER IS TOO WET OR THE GROUND IS FR02EN OR SATURATED AS DETERMINES BY THE OWNERS O REPRESENTATIVE. • PFACEMEN-OF THE SOL-PLACE THE MATERNAL N LOOSE LIFTS NOT TO EXCEED 8 INCHES EACH AND EACH LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER DO NOT OTHERWISE MECHANICALLY L^L O COMPACT THE MATERIAL LLC • TING MI cc PLANT INSTALUDON-WEATHER PERMITTING AND AS APPROVED,INSTALL PLANTS AS SOON AS CL POSSEILE AFTER PLACING AND GRADING TIE SOIL IN ORDER TO MINIM.2E EROSION AND FARTHER COMFACTON. 1-CARTRIDGE CATCHBASIN-SECTION VIEW EROSION CONTROL-TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION 2 MEASURES ARE FUNCTCRAL • PROTECTION OF ME INSTALLED SOIL-N ALL CASES.THE PROTECT INSTALLED MATERIAL FROM FOOT OR EQUIPMENT 1RAFRC AND SURFACE WATER RUNOFF INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO KEEP WORKERS PEDESTRIANS.AND EDUNPMEN-OUT OF NE AREA UNDER NO CIRCUMSTANCES SNGILD MATERIALSAND EOUIPM ON BE STORED TCP OF THE INSTALLATION AREA. E BLENDED SOIL LIDA v STORM DETAILS V smrmHNe,-'- SPECIFICATION FOR ' 0 VEGETATED LIDA FACILITIES HANDBOOK CIeanWater Services LL I ,I DRAWING N0. 798 06-16 k11 I ER T E rN 0 NT C f L N )L 2 �X¢.� � 0 ,e1oa R=DsoumONf11C t I?F L�*'In 1)N3Et A 1.f Rk[t ABII JtiLsli relit TY (24pVWMrl'Svrm CO L,,I Ell,. AN•3,RC DE ,AL I D a C5.14 As required in bassetti Off typical sections Street of construction /M� ` I — PROPERTY 1. AU,STORM AND SANITARY SERVICE Street plans architects PIPE LM LATERALS SHALL BE MARKED ON THE Area SIZE AS EASEMENT LITY 1W FACE G CURB AS FOLLOWS: 1' T—cut see SPECOTEo •SANIT GRAIN ER LATERALS "0' *SANITARY.SANITARY SERER LATERALS Y Surfacing ,%���note 1 7212. LETTERS 91Au HAW.Ts-MAX.MOTH Topsoil or as Portland, ndW 9TH Ave,Suite 350 ._I ��'_( 3 AND A MAX HEIGHT OF —� P209 T(206) 0O 9500egon F9(20 W directed Base Material T(ROES)340 9500 F(ROES)340 9519 LETTER SMALL BE cTrTETrFD Mn TOP FACE D<CURB. — SECURE 2%4 IN PUCE O) I _ AGAINST PWc w/ 1 CURE STAMP DETAIL = . BACIo1LL 10 PREVENT U PLUG BLowoET o E-le CIVIL ENGINEER&LANDSCAPE /MIN _=— • 1 0 Cardno � � U C 6720 SW Macadam Ave Suite 200, OR • HEIGHT Portland,OR 97219 OF HEIGHT: TOTAL UTILITY EASEMENT M ` E= T(503)-419.2500 STORM 12• 2%4 LENGTH OF 204 a-y SANITARY MIN LDTj LOTPROVED OF SHOWN I o Y - STRUCTURAL ENGINEER tit SEWER PUNS MARKINGS TO 2%4 _ U MAIN PLAN ''e ACF smE>=T e> y o x E C1 - Catena Engineers COLGT CODE SURFACE4P W, 73 N L L N F Portland,OR 97232 Suite 412 (CAEEN-SANITARY) C 4� • T GROUND In (WIITE-STORM) �/ > C X w C lif a T(503}467.49HD o a N�j t o, d m a MECHANICAL ELECTRICAL& NOTES: �,�- N >a °� I- S' PLUMBING ENGINEER 1.FOR NEW CONSTRUCTION ALL SIDE SEWER o \0 G4mac MID SIDE STORK PIPELINE CCNNECTONS GROUND vd Q a M Q 900 SW Fifth Ave,Suite 1600 TO 8•AND 10•MAINS SHALL RE W111 SURFACE MACNERC Portland,OR 97204 FACTORY FABRICATED'TEE'FITTINGS TAPE y� UNLESS OTHERWISE APPROVED - 6" Min bedding „ T(503}227.52H0 2-PIPE MATERIAL SHALL BE ONE OF THE below outside of 6" 0 FOOD SERVICE CONSULTANT FOLLOWING MIN A.PVC ASTM-03034,ASIM-C900 .71' pipe bell 3/4" — 0" Webb FOOdservice Design B.DUCTILE RON CUSS-SO LABEL MAGNETIC TAPE elm BLACK LETTERING STATING (STORM ONLY) THE FOLLOWING: crushed aggregate 37005E Lafayette Cl. C A-2C00 FVC ASTM 949 FOR SANITARY.'CAUTION SEWER RIMMED BELOW? Portland,OR 0.PVC RIB MEETING ASTM D'.784 FOR STORM:•CAURGN STORM DRAIN BURIED BELOW.' t R. T(503).2336-856602 E CPP MEETNG AASHTO M252 j I/�� Ij PL ACE IB•ABOVE TOP OF PIPE AND AGAINST 2%4. 2' Min Trench • • • ACOUSTIC&AV CONSULTANT foundation • N 00WNIUc The br9ons.Suite Gam/ stabilization Seattle,WA 98119 PLUG T 206-378-0569 if required usch Group ,::! "— ' ' 'p' COST CONSULTANT .. - _•_�_� -.,.- Construction Focus NOTE: 740 Arnaden St- • 'I lf*-v- 1- 3/4"-O PIPE ZONE Eugene,OR 97402 I MINIMUM SLOPE FOR Eugene,OR 91 ,r=e .�:�r-- 1. 1' T-CUT FOR PIPE ONLY PROJECTS. =.-,••••,ig.:7r 6 PIPE=0.010 MATERIAL AS SPECIFIED 4•PIPE=0.020 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. ELEVATION SIDE SEWER / SIDE STORM CTfYC4'TIGARD ""'"VFW No SCALE PIPELINE CleanWater Services�`n T "a A. P.E - --. --- -- P CM ig TRENCH 1 No DRAWING NO. 520 REVISED 12-16 aw.WILL OATH - ...a-oaxroN rT® LJIUMW 2013 �Ci ILL ''so AE MM1 ce4Tn Cl)• Ca/dn0 PORTLAND OM.MACADAM AVE I.P90 HUB SMALL CONFORM TO ASTM 3034,SON 35 DRIVE INTO CENTER OF FevI lvl.LNC teme RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE ��PEDINEEEg'' E.,* CE9 04 ',M)7862�FaR Le I n•,.IW3 2.STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE attire 2g0110 36.06 0 PVC HUB.STAINLESS STEEL BAND SHALL BE 300 SERIES.91e BAND IWDTH, OREGON CADMIUM PLATED CARBON STEEL AND ATTACHED WITH HEX HEAD SLOTTED SCREW. 'f19✓9'.C l.SC''''\.F 7JHFW C `E / , 3.COMPLETE RUBBER SLEEVE INCLUDES A MOLDED THAT HOLDS IT IN DIMES t2/3T/t01a /, -„oF,- _...,,„. PLACE TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL - MODERNIZATION 3 w 2 a / ., rt ; v'�Y/ 9000 SW,DURHAM RD. TIGARD,OR.97224 %% . % I I— Z JOB NO: 16992.00 UJ ISSUE DATE: JUNE 4,2018 I G Jurisdiction Stamp Area Lii • 0 It 0 NOTES, 1 ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. } 2.INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS%MTH AN INSIDE I- - DIAMETER(ID)OF 70 INCHES OR SMAIIFR. J SANITARY DETAILS II 3.SEWER MAIN SHALL BE TWO SIZES(NOMINAL I.D.)LARGER THAN THE INSERTA-TEE `.J Q INSERTA—TEE C1eanWater Services 0 DRAWING NO. 530 ...nsta: J ., CO n C5.21 CITY WATER DEPT STANDARDS PLUMBING CODE THRUST BLOCK CITY APPROVED I OUTSIDE OF WITHIN baSSetti BACKFLOW DEVICE FLANGE COUPLING PAVEMENT PAVEMENT hie RETAINER GLAND\ M�. B ADAPTOR arceetss 18"CAST IRON 910 BOX 12" MIN Portland, Ir. u�=.• <a AIM lEAFA"Ft�,,,, m� 721 NW 9TH Ave,Suite 350 PROVIDE 24'BY / MEGA FLG 4'THICK CONCRETE L�J///// Oregon 97209 PAD(SEE NOTE 4) T(206)340 9500 F(206)340 9519 6"MI IrilfiCONTRACTOR TO SEAL ALL HAND TAMP BACKFILL OSHA APPROVED LADDER OPENINGS IN VAULT WITH AROUND TOP SECTION �� 2:MAK WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR EXTENSION BY UTIUTY ID TO BACKF1LLING iIi CIVIL ENGINEER&LANDSCAPE VAULT Al Cardno I fi]20 SW Macadam Ave Suite 200. PLAN 6'ASTM 3034 PVC I Portland,OR 97219 T(503)-419-2500 r 3" MIN. 6' MAX. DRAIN TO CURB OR li OPERATING NUT EXTENSION STRUCTURALCat ENGINEER GROUND LINEIVOO SEna Engine.,Ss 1E�A1• L DAYLIGHT (SEE DETAIL NO. 505) lsoo NE rainy sl,Suite 4,2 Portland,OR 57232 '� /11 T(503j-067.4980 3"MIN CLEARANCE ON OPENED MECHANICAL ELECTRICAL& MEGA FLG OR EQUAL OS&Y VALVE PLUMBING ENGINEER i I I I I Gk;mac RETAINER GLAND INLINE CHECK VALVE 900 SW Fifth Ave,Suite 1600 � L it 1.=IIh4U+i�.■� 'I" 'll'� Portland,OR 97204 N N T(503)-227.5280 CONTRACTOR TO INSTALL '���= RODENT FOOD SERVICE CONSULTANT CONCRETE BALLAST 3 CU. YO, RFAIIIIOIIIIIIMIIIIIIIIIIMIPIIIIIIIIIIIMUI SCREEN \ Webb Foodservice Design MIN, WHERE FLOODING OR STANDON ( _ HIGH GROUNDWATER EXIST ' 3700 SE Lafayette C1. .I;'. DRAIN TO DAYLIGHT OR NOTES: Portland,OR 97202 . INSTALL SUMP PUMP T(503,-236.8566 ELEVATION T CONTACT CITY FOR 1) ON OPE VALVE RATINGOX TO Y. PUMP SPECIFICATIONS ACOUSTIC&AV CONSULTANT 2) OPERATOR EXTENSION The Greenbusch Group REQUIRED WHEN VALVE NUT 1900W.Nickerson Sr-.Sune 201 DOUBLE CHECK VALVE ASSEMBLY IS DEEPER THAN 3 FEET D 24" Seattle,WA 98119 12" MIN FROM FINISHED GRADE. T 206-378-0569 UTUTY VAULT BLCO DOOR 24" MAX SIB OR`EQUAL OR•EOUA: FLOOR TO BOTTOM 3)CENTER VALVE 30X ON 3 860-WA J-5AL OR DEVICE AXS OF OPER.NUT. COST CONSULTANT Construction Focus 4 577-WA J-5AL 4) PROVIDE 24-SQUARE BY 4'THICK 740 Almaden Si. 6 676-WA J-5AL Almaden B 667-WA 33-3AL CONCRETE PAD AROUND VALVE I 24' I Eugene OR 97402 10 5106-LA J0-3AL BOX OUTSIDE OF PAVED AREAS rsn,-686-203, •aTr ENGINEER APPROVED EQUALAS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD rppCTiYOP T[GNAD NwM PA NO SCALE --- OREGON TNB0o0RE S.KYLE.P.E. DOUBLE CHECK CISYOP GARD ���" NO SCALE �Ncn�n oaccow TNE000RE S.KYLE.P.E. .nARRnRPAR�m DWG.Na Ranue.o®� anaum TYPICAL GATE RRc®movem w..m JANUART 2011 VALVE ASSEMBLY 532 e� 5 �. _----- Y.4 e4 AwRaxwx P. Pe> JAN1wrr 2011 VALVE 503 .,, - —. 3 As required in /#\ _ typical sectiors 1____,,. Offe of construction 4 Street StreetG,CaP�/TO �E V Arec plans P RTL ND an,oar R,R _�I a 1' T-cut (see ° °�,.,R. R ( , i li • g I R P V w 1 . 5 /F R Surfacing ��j �/f note 1) ' m � as> 3 Topsoil or as �! FREo°noFfss ; w g R ISLOI. Base Material e 9 r .. q �<o�}^� � directed �- a6INCE 'O� B Tax E/1igp1slo; . .- ,Y �— D .) /6 �BD6.6 -.--.. -.-.. � � �,,yy (R� �'4 n7�;z'�^ .. ypW�a JX = 0 Uw. Si. tuYORE iJ14.. ,p • y0S �uD AL XI Z ti O - O aY �. c E6 �3 ]� s 1 g� g 1.i as o� ao c.�a°�s ii _II 11;J41' ', 5I1ii11II _ YBcz/ ''� 4� \ Z a �1� �c Cj� TO IRRIGATION as 1C a c • g d S �I U z N To S O ,rki MILES 12/31/2018 iK iiiiii• o w §2$ w _ o w c E TIGARD TUALATIN SCHOOL DISTRICT W � nn_ - .4g °Y TIGARD HIGH TO RESIDENCE - ��.nonma o _ d� tiA I o E PLAN E5 © 5 o oo o C°� d a SCHOOL METER BOX -� -- DOUBLE CHECK 0 ° I5g P P ':+ 'V N ; a -I m MODERNIZATION .� % vALVE A-sEMBLr CC U11 l��M` o o 2:.., sr ��� 1,1111_1 i Il�� / Q Jr` d U�Q / �/ . LLJ . `r„ _ 6" Min bedding C / & below outside of 6 6" 9000 SW DURHAM RD. may, O ...Ini Z MIN MIN TIGARD,OR_97224 ( itil Z -.MOMJ 0pipe bell 3/4" - 0"5- Q ■I AF crushed aggregate \� Z OB NO: 6992D0 .��,yg�14 ,'•I Q U' �p LLI ISSUE DATE: DUNE 4,2018 1" UNTO"; EACH SIDE d iy��i j-_ - NOT TO EXCEED �I W �.L� Jurisdiction Stamp Area 24" DEPTH © - 1 J 2' Min Trench '"i \"���� • w CRUSHED ROC, BASE—'/ ELEVATION 11 > SI_ L2J foundation r\\�� �i��✓\� O C 4 t..: '�� stabilization CC INSTALLATION SHOWN IS ONLY A SUGGESTION. W �i����y u if required o _ x cc I. DOUBLE CHECK TO BE LOCATED DREC TLY BEHIND WATER METER. FW,I Ian.. �� •� ��� 1J �& G 2 3RASS, STAINLESS, OR PLASTIC PLU - TO BE INSTALLED IN TEST W d �° I LI NOTE: ›- COCKS -` BELOW GROUND IN57ALLATIDR. �m �' if t. t• T-CUT FOR PIPE ONLY PROJECTS. 2. JOINTS TO BE TACK AND SANDED. WATER DETAILS 3. N ~ V V/'1 1 C I!1DISTANCE FROM BOTTOM OF DEVICE TO FNISH GRADE, FREEZE PROTECTION, n 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION, J AP:D C..FAR ENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS CI U .•EOr •c'4LLuT-ON. Q T iC0°ORC S.KYLE.P.C. FC SCALE CRYOf°RC�GAAO RryE000NE S.MC.P.E. NO SCALE pp.... U_ RA a„ IRRIGATION DOUBLETipp! E 3' 3 4' aTYOFn`"'° �� NOscAE 9NG NO °DRW YICNAK A.!TONS RF- D. /l ow ■® DWG Na rip TRENCH DWG Na �J ••PIP .;4......071 HuaR oo„ CHECK ASSEMBLY 531 ,. MM..",.� JANUAR aza1, METER 523 •' tt .a A � _ YwAR.. AM JANUARY 2013 BACKFlLL )s0 m "�I RN JR.n„ „aR a C5.30 �I� ■ POTTER-ROEMERNO.5715 bassetti 90°FDC•SNGLE CLAPPER AUTOMATIC WITH ALUMNUM CAPS architects SPRINKLERS "1 LABEL RISER WITH A SIGN 52 PER NOTE 1 TO CLEARLY 721 NW 9TH Ave,Suite 350 • NDEATE FDC RISER Portland,Oregon 97209 T(206)340 9500 F(206)340 9519 FLASH GRADE SURFACE CIVIL ENGINEER&LANDSCAPE • . Ca dno / //� \11`��\��\\/\/ 6720 SW Macadam Sd,OR 97219 Ave Suite 200, -�� /�\/ T(503)-419.2500 \,„yam\i 'i,-t; i/l 7e2'4"THCK`\ / STRUCTURAL ENGINEER CONCRETE, \\\ Catena Engineers COLLAR BORED a•' /. // 4•ROCK BASE 1500 NE Irving St,Suite 412 UNDERGROUND Portland,OR 97232 T(503).467-4980 MECHANICAL ELECTRICAL& PLUMBING ENGINEER Glumac 900 SW Fifth Ave.Suite 1600 Portbnd,OR 97204 T(503(-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayeee Ct. Portland,OR 97202 T(503)-236-8566 ACOUSTIC&AV CONSULTANT The Greenbusch Group 90°BEND Mill i� Sea W.Nickerson S[.,Suite 201 Seattle,WA 98119 NOTES' T 206378.0569 1. FRE DEPARTMENT CONNECTERS SHALL BE DESIGNATED BY A COST CONSULTANT METAL SIGN HAVNG RAISED LETTERS AT LEAST 1 NCH N SIZE CAST ON A PLATE OR FITTING.READNG"AUTOMATE Construction Focus SPRNKLERS•.LETTERNG SHALL BE WHITE N COLOR ON A RED OR 740 AIneden St. BLUE BACKGROUND AND CONSIST OF RETRO•REFLECTIVE Eugene,OR 97402 COLORS. T 641.686-2031 2.SITUATE FDC RISER LIVE WITH LOW PONT N DCDA VAULT. PROVIDE BALL DRP AND CHECK VALVE N DCDA VAULT. 'NOTE ONLY ROCK BACKFLL ALLOWED FOR FDC LNE NO NATIVE BACKFLL ALLOWED. - OFDC RISER DETAIL SCALE NTS __ _(— 2.D `I /— SIDEWALK ADJACENT TO CURB Car-dno la II" PnHRTIA� 13110 BREAK FLANGE Cit3 CAS: IRO"J 910 lErSO(mi1+1.2w0A"V..1��<1 2. 18" OD£VtlP..r ,,, s MIN j Mtt 1 VAL-VE BOX TOP `6 MAX vVv'C`Vvv . .0PROFESJ, tcy\s \/ /\� • =4%4/, ' ///\`\/ L L'i .:J�.'I• _ T-rt � • itaiBB26TOae L. . 1/2 /4' DRAIN RO tk.- 'N. - , 201S0s0 6 i / ;14 AF PAPER VOISTLI"✓./ 6 DUCTILE IRON P.PE Os✓"^r.cv.Tc°M1 %44 ..• 7-RESTRAIN ALL JONTS W/ �' - 9TJNfW L-'E1� 4� —fie FIELD LOK" OR EQUAL GASKETS 7 4\ T�III,. .411 �/\ MBES 12/31/201B j\\��;?�'•j��1"-' �.p�: TIGARD TUALATIN SCHOOL DISTRICT ♦ • N,'%S:/ GLAWDGALUG(EBAARIRQN)LR�� ;.\\ \'l\\'! CONOCRETE PIER 6" GATE VALVE, / I, TIGARD HIGH SIDEWALK WITH PLANTER 20 M.J. /MJ > 6" FIG. TEE SCHOOL STRIP AT CURB e MODERNIZATION SCFBVA+-K 3 MIN. _ 1 (4" N.AX.BR=AK ••_AN,L w °O'O'/i 1 a \�\j�\G. _ /� 9000 SW DURHAM RD. MIL \\�`Y. :i:t--�-'-',7J■1r!'.e..••. C/J TIGARD,OR.97224 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" NJ, 5 1/4" z JOB NO: 15992.00 MVO 3 PORT— TWO 2 1/2"PENTAGON OPERATION NUT, CPEN LEFT WTH THE FOLLOWING: LLJ ISSUE DATE: JUNE 4,2018 A. OIL RESERVOIR B. BRONZE ACTUATION NUT 2 Jurisdiction stamp Area C. BRONZE SEAT RING LJJ D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING F. THREADED NOZZLES WITH "C" RINGS O G. NATIONAL STANDARD THREADS r 2. SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 2 BY DISTRICT FIRE MARSHALL. _ 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 5. NO OBSTRUCTIONS WITHIN 3'0" RADIUS OF HYDRANT. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. I- 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED BY ENGINEER. _ WATER DETAILS II 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) Q ON THE 4 1/2" PORT. LL CI,uv1EBAD WWI'.^' NO£0000 U `oRI MA.PE FIRE HYDRANT � • cma�icsn�se�SrueAn. an mm OWG N0. J 1YGARn �e �_.a BLVD. AUGUST 2o,s ASSEMBLY 5d2 CO FA, .,,.1� . .a1< D C5.31 L \- r- - _ P - - � W DURHAM R06 B _ _ _. — I — E _ — �tl•' ,, ��_ — - - c 1 F G p U a D= . a�4° o . tsa_l TEM1 . _ �: 1 ruaMa++�-1te r�Qo 111. 71,a'o"��!!t[��:>t1t r 7 -- • w w . . :. w -.--.40 EV w yr w W _ L basseth _ w �' ,_ , ... architects III p ll 11 I ' 0 —_ _ _ _ __ ._— —. �-��� 4e� - , ,r , ., , „ O 20 1.�/ ' / �,, gi i �— .� __ __ _. __—_ _� _ —- - BUMF ® r -_O. �, I' 1 721 NW 9TH Ave,Suite 350 ' i ri. - rio' .. _--- - --- \ 3 Portland,Oregon 97209 / \ / ` , / T(206)340 9500 F(206)340 9519 N / EXISTING ,, la I j� 20D' y24D BULDING I f-� ... : [ :F� ®its '`r ! - 28D' � ��� . _ • .® (AUDITORIUMi ,-1 '. 1 ( Ammik - ..\, _ r L I CNIL ENGINEER B LANDSCAPE '... 5 27D' wuL ltlltl!itlli9 Itlr CIII!! .... zeD' Se 1 c°NCR=_.E i►' s7zo sw Maweam A e suite zoo + ' _ Portkntl,OR 97219 - �����♦♦♦♦♦♦.�f-.:. :.':'� 'I i, r-�., I 1 .� w .T(5031419.2500 s ����� 31'GROUND ♦♦♦♦�•S / ,1" iri , \ \ II' eKERACK oG. STRUCTURAL ENGINEER P , 26A' 1-1�♦♦♦ ♦♦ ♦.♦♦♦:,�.� 3T GROUND �� �,J -_ fP� ,• 1500 NE Fving 51.6ui1e 412 ILEVEL TO ROOF LEVEL TO ROOF / i -i' i Catena ED Ineers tltl!ltlll u•' 1 ♦ . ♦♦♦I - /I. ! �� COVEREC Partknd OR 97232 i �.♦ ♦.♦♦♦...W\ I -'• i ' ,, BKL RACKS \ euMF T(503N67A980 I.a 1 ♦♦ ♦♦♦vv♦♦ �.♦ (325PACE5', ©�`..,\�(. �1 �-�--�-,,♦♦. MECHANICAL ELECTRICAL& oI - ..— f , ' 13i [ PLUMBING ENGINEER ♦♦♦' GUmac 1 St } • © !� pl �I1' ( 11 �� 900 SW Ffth Ave,Suite 1600 t3 I ;� 1 0���Iil�- A���� / Ponkna oR a7zo4 ��',� I ` I T(503}227.5280 II40 0, �y% `,:♦♦ TIGARD � ` \ I FOOD SERVICE CONSULTANT - A'��• .S LEVER ORO HIG I atl_Ii l_I L= a! £�13►:. O ... ' H SCHOOL ,/ v 4 Webb Foodservice Design II ! a _ 1 I OF '�i 3700 SE Lafayette Ct. FI=rya `— ,,'f`( \` `` \_' (� _ Portkntl,OR 9]202 \\LiL+Lit� '`.J T(503)-236-8566 I a _ __ __ ©_ _ N _ 01 V . \\\SV (CAFETERIA) 4 1 1 I - ^�. a/ ..♦ I ACOUSTIC 8.0 AV CONSULTANT I� ex_TING ',• TheGreenbuschGroup �� 26.0 'B, BUNG .♦♦�•.. ��, II' 23.7' is T � 1900 W Nicken:on St Sui[e 201 \ Slooniel WA 9n.8[1. 8119P ;' _I / 1�� (MAill:1Ni: YM) ../� ���v, © SST ]8-D569CCONSULTANT ' " ' '' ' .�; Cuchon Focus R BUILDING FADE > I I I / /`� a,u 7 atlen Sl `'w �\\ o i. ' IiL' © Eugene,OR 97402 \ TING \,,,,,,A0p..." \� _ T541.686.203i .' ::. / BUISOING � .�. .r IT/ CE) i \ . \ '4- ..4/ \ ...1%' ‘ -:'.:. ... . .•,••\110\ I �A�eksi!'y)/// �0aa` 1� O A 1 __ ION\ ' ► s"�����y 2fi Q' i. 111 O, / 19T '♦♦♦♦♦•♦♦.•♦, S`',i c0, - /I. '1 ,: _ PeRTLAND ` , DRIB • I© / 2fi.0 . 15A ` ♦ LSO0. I`' ��GG /\ (`-� [E) n I I�� 0 �' —© A_ ..., /'/_. `,. 431 %-,1. �� .f 6�'J��,o�t� �� ♦ ' 1 � :at \,OED6 Ate. _ /. I. j /�` ♦so GP I‘ • g G �11 r EXISTING % F9, 1al7aszaNGatt/off. 1 �300' = /� / -2 zl \S eC, F BUILDING t1m% 2018.06.06 RRR riiiir �._ I \`' gJ\� 179' f OREGL.' ''.7DD' lI ✓ /� A ZOO,�SI 11 O Do D DeY `' O.Wv A •�\C�GG Q rrNfW f �ED TARE I_.c - _ 265' '/f" \ VSSI ;feJ,G�' �sE / . nirExvRrs,zr�,rzo,e I \ ,� Z�N`, ,. �-/ ■_BTIGARD TUALATRJ SCHOOL DISTRICT -110 FOOi9ALL FIELC I .41� 1-��'v�' \ p� q RD"°' ° '�\\it: =C I TIGARD HIGH OCO DR RKIG� /, ' `� J�.� ii I FtSONYpN U ,. • CONCRETE - I�� EXISTING y\\O0,?' p • A . j -'-�.. BUILDING �B ®- o o c� 1 ✓ \ SCHOOL Om . ` (AUTO SHOP; • J�� �` .E 'Ib GP 20D' %\ , _ MODERNIZATION N. - ARTIFICIAL TURD \ I� O•q BASEBALL FIELC ` \ H %' \E {�) il: • 0 a ~ • .(C��GI'�', _ _ rr^^ 9000 SW DURHAM RD. EC- 1 \. '� •P �! vJ TIGARD,OR.97224 \ 20 D' 'i 16992.00 IT. s r , ! \ ��� SD _ z JOB NO. ~ 1 �151 -- _ . cLL� ISSUE DATE: DUNE 4,2018 - x am - G Judsdlcdon Stamp Area 1 '`7 -71 PROPOSED LEGEND FIRE ACCESS NOTES Ll J.' �; ® _I J 0- 1 EXIGTNG FRE HYDRANT ASSEMBLY _c w DOMESTC WATER LINE ❑ 1 r u i,!,,�, G FYI-- -FRE WATER LIVE ry \1/JeY --i J. 2 EXISTNG FRE DEPARTMENT CONNECTDN rrII1l�� T • m -GATE VALVE ❑ I I r •• - \',PI. Lf •FRE DEPARTMENT CONNECTDN ❑ PROPOSED FRE HYDRANT ASSEMBLY.SEE SANITARY B WATER i -�' -_ ; y - J FIRE SERVICE T� PLANS AND CITY OF TIGARD DETAL 542 ON SHEET C530. TIRE t7Efl\/I(,E .FRE HYDRANT �I '�-�� i v v ❑4 PANT NEW G WIDE RED STRPE WITH WHITE LETTERNG'NO Itl U - D .REDUCER PARKNGFRELANE'SEEDETAL3ONSHEETCSDO. _ `��I Q AND ACCESS L_ P♦•♦1 .BULDNGS.30 ❑ NSTALL'NOPARKNG'SIGN TYPED'TO BE PROVIDED ALONG0 ��•• PLAN a EXTENT OF FRE LANE.SEE DETAL 2 ON SHEET C5.00. IP • ' -FRE ACCESS ❑ PROPOSED FRE DEPARTMENTCONNECTDN.SEE SANITARY •• —I ' AND WATER PLANS AND DETAL 1 ON SHEET C530. A .AERIAL ACCESS SCALE 1"40' a C6.00 ----- -- -PROPOSED FRE LANE 40' 20 0 40 KEY MAP QI% (� SCA!F t'=Mtt T 7 — -- ° 1 . — - - — — — --- - - -- - —-- --— basset{ti 44 43 42• t 41 40 wo awwa d 3 4 n s 7 8 SW DURHAM ROAD b ` 195 196 200 201 202 204 206 208 210 212 213 / \ 215 A_ c�_os_ architects �wa>u�astrs �•�crtv �e u � � '`� ° s 1s1 -1s2 �r�..�•s•��. o� �sa' �it:` =�O c• + "' ! � o a>.Mia... ti>. 11../ ; i `o � - —1 s-sip[ �.r,Taecerst o=n�,o�o��-fie -�1J- —��_z1 ��... - RF i• - c T, 197 I O zm zos _zit / , f 5 -- - -- -- -- —�.} ---'- 721 NW 9TH Ave,Suite 350 AP i Q le c\ 209 • (- Iw' / ( u 1 1 (,•. �_ .. 198..,...199 .........f 203..../,...j `R.O.W.LINE T(206)$4O 9500 FPortland,Oregon 7(206)340 9519 / 2 5"BASSWOOD 1 1 - i I I I I I I 1 I / _ I ^�A� •\ 11 - "216 CNIL ENGINEER 8 LANDSCAPE • no number •I�f \ , 270 - / I _ Cardno �1 37 38 .' 5 ��.�a 12 269 / 16720 8W Macadam Ave Sure 200, '71 4 6 1111 PIS ).\ ♦ - `1 1 I Portland,OR 97219 �6 ( 32 �-�y tf , I. 268 I ::: zaz STRUCTURAL 18 "� ti— • 241 1500 NE Mng St,Suite 412 - I I �` --• �•A ♦ 22 21 20 _ _ I Portland.OR 97232 . ` �I' N il X' 267 T(503).467-4980 • 31 I• `%* 1 I MECHANICAL ELECTRICAL 8 y`. 30, �,26 24 ' / I li LI 240 NATURAL TURF ATHLETIC FIELD I PLUMBING ENGINEER ,d.��• 27 - Gkumac 0 219 900 Sw Fifth Ave,Suite 1600 • 29 28 - \ 266 I Portland.OR 97204 t • Y III . , /' \ r\ /I 239 ; I�-220 7(503}227.5280 f4 � it \ TIGARD HIGH SCHOOL • 4- { �,. R -- R.o.w.LNE . \ It I I. FOOD SERVICE CONSULTANT 1 i I \ \ TIGARD HIGH SCHOOL , \ 238 fll 221 Webb Fsoores�vc9Design ' ..; --- \\ \ , 10 ' / ® I f Portland.OR 97202 �• - \ \ \ .. , O.: 222 T(503)-23GB566 11P- l ` 237 • a \\ L'r ` 1� / o I} ) IACOUSTICBAV CONSULTANT O 11`1p •! Q C J( I P23 The Greenbusch Group �,� J� It , _ ` 236 1 �' 1900 W.Nickerson St,Suite 201 t t J O I - � SeattE,WA 98119 f" _ I I \� !/ C O STAND#1 C 1,1 235-THLS TREE WAS DEAD AND HAS BEEN REMOVED. 224 T2064784569attb, 98 190 :`z`188 \ O• }p 265 244-2fi3 I 94 t _i (SEE ARBORIST REPORT) I COST CONSULTANT �_• . 1� 1/4: I I ' W - 1es��'�1a7 `'••C>'/ jg� 183 � �' !l I Construction Focus tZ It - - I& rk O I - ' " tl iI=...* e I 0 4 . , Eugene OR 97402 P•g O T 541.686.2031 ).• Q I•�- ��1 182 • ,\ t' - ' \ `-✓ • 234 233 232 231 230 229 228 227 226 225 -s--� O . I� �, e f I a I 244 PROPERTY LINE I • 06 °Z %.,,© O • °.,,;i urc,c w 185 6• 9118 / v ? 1173 N I Cb ��� rn 1 yJ 5 • 0 0.,/ . '4 �/ ( L O '.‘fit 4 ,C �. 172 - SCALE'.1,60' iiiii°1141,11' 46 Q I Iflr si, # REVISIONS DATE 174� 176 cr, L'arti/7o II .., O 10 IOt Shaping the Future1 i 178 �, •° PORTLAND q 179 a�t� srmswurwouw�sremr.snrerwa m sn,s ARTIFI IA T RF 1 0 C L U48 ATHLETIC FIELD BASEBALL , 180 m:rsm�ersn rucrsm,.rs-moo I I �.1 �I1 [ / 4�OIST4R�� .1 Q �L. t L. 1�' L. j n uasu II MATCHLINE-SEE SHEET L1.01 MATCHLINE-SEE SHEET L1.01 v C, ar aia�F I 6y OREGON tk,u/1s/t.. I OE Nit Wins 14/spite TREE LEGEND TIGARD TUALATIN SD Q },L 2017 SURVEY TREES TIGARD HIGHI e PREVIOUS SURVEYED TREES SCHOOL O -UN-SURVEYED TREES(FROM AERIAL) ‘,21 EXBTNG TREE CANOPY AREA SEE TREE PROTECTION NOTES ON SHEET L1.01 SEE SITE TREE DATA ON SHEET L1.02 Ct TREE REMOVAL/PRESERVATION LEGEND LL 9000 SW DURHAM RD. TIGARD,OR.97224 X TREES TO BE REMOVED(49) - I— JOB NO. 13910.00 - IS-TREE PROTECTION FENCE,SEE TREE PROTECTION NOTES, �'_ a '°'�-- 1- Z ISSUE DATE: JUNE 13,2018 SHEET LIDi. -I._.• - _ LLJ ' r - Jurisdiction Stamp Area 1\ I I W GENERAL NOTES: � ; � > 1.EXISTING CHAINLINK FENCE TO REMAIN I <",. - ___ O AND PROVIDE TREE PROTECTION FOR IL' i TREES ON ADJACENT PROPERTY. I.I j -- +I J 2.TREE REPLACEMENT FOR TREES 111 ( I I,Becky Strickler,attest that this Tree Preservation and Removal Site Plan meets .L- I REMOVED WILL FOLLOW THE STANDARDS I) • FI SET FORTH IN THE CITY OF TIGARD URBAN 31 j- FORESTRY MANUAL(2013). the requirements in Section 10.part 1,of the City of Tigard Urban Forestry Manual. d - __ TREE R C C 3.ALL TREES TO BE REMOVED ARE — �/, - J CC LOCATED NAREAS OF PROPOSED /Ty�5Y�J4�—y ; 3 PRESERVATION & DEVELOPMENT.SEE SHEET L2.00I PROPOSED EVELLOPM NMPLEOFPLANTING PLAN FOR REMOVAL PLAN Becky Strickler,PLA _ Certified Landscape Architect:OR 759 -- -- -- U_ NORTH Date:6/13/2018 -J 00 KEY MAP Q� '00 SCALE-r-40o• t J °- MATCHLINE-SEE SHEET L1.00 A MATCHLINE-SEE SHEET L1.00 A • C {�,,�7 T T ® a / \ TREE PROTECTION NOTES: 1 ' �� s 1) NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT CONSENT bassetti ��1 /�119 17 FROM THE PROJECT ARBORIST AND THE CITY ARBORIST. Ir 1architects 49 ARTIFICIAL TURF �® 122 .// o-UNDER 2' 1' 2) TIMELINE FOR CLEARING,GRADING,AND INSTALLATION OF TREE PROTECTION MEASURES:WORK WILL BEGIN 1 .� I ATHLETIC FIELD BASEBALL 0 121 /"'116 I.// 171 WITHIN THREE(3)WEEKS OF PET PERMIT INSURANCE BY THE CITY,TREE PROTECTION WLL BE INSTALLED /• e123 • I,1170 PRIOR TO ANY GROUND DISTURBANCE WORK,CLEARING AND GRADING WILL FOLLOW. 169 3) PLACING MATERIALS NEAR TREES-NO PERSON MAY CONDUCT ANY ACTNRY WITHIN THE PROTECTED AREA OF j 721 NW 9TH Ave,Suite 350 0124 C115 / ANY TREE DESIGNATED TO REMAIN,INCLUDING,BUT NOT LIMITED TO PARKING EQUIPMENT,PLACING Portland Oregon 97209 1 SOLVENTS,STORING BUILDING MATERIAL AND SOIL DEPOSIT,DUMPING CONCRETE WASHOUT AND LOCATING 1 , 1 C1zs ' I1sa BURN.HOLES. T(206)3409500 F(206)3409519 //134 C_ Er-,� 1 = 4) ATTACHMENTS TO TREE DURING CONSTRUCTION-NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE i . ia( 126 F I 0 DESIGNATED FOR PRESERVATION. (Cj CIVIL ENGINEER&LANDSCAPE 137 135,� t31 5) PROTECTIVE BARRIER.PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR: Cardno SD Q 132 130 129 I TRACK& ! I A) SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE OF 6720 SW Macadam Ave Sutte 200, `- (' 114 1 PorSBM,OR 97219 • 153 0 q.1 • ARTIFICIAL TURF 1 167 THE CRITICAL ROOT ZONE(CRZ),AND COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL s1 2 OATHLETIC FIELD c IT(5D3M1s 2500 �3 128 0 PROTECTED TREES OR GROUPS OF TREES AS SHOWN.FENCES SHALL BE CONSTRUCTED OF 5 FEET O • j�'f). 166 TALL METAL.SECURED TO EIGHT FOOT TALL METAL POSTS.POSTS SHALL NOT BE PLACED FURTHER 52 , 152 148 . RS 136 133 `�,127 '-113 O ( THAN 8 FEET O.C.APART. STRUCTURAL ENGINEER 0 ..•�. 139 138 p�'.L��� �, O lr 165 Catena Engineers 0 O # # # # # 141 140 �ssJ B) MAYBE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6)INCHES,OR WITH t500 NE ping St,Suite412 142 I II PLYWOOD OR SIMILAR MATERIAL,OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS Portland,OR 97232 151 150 149 147 146 145 144 143 4 FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. T(503467-4980 I ® 112 V I 1 ye I' 1� MECHANICAL ELECTRICAL& �jt j I ' L C) SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING PLUMBING ENGINEER 63 ACTIVITIES WITHIN THE TREE PROTECTION ZONE. W /-111 Glumac Iy� 162 D) MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO(2)FEET DEEP TRENCH,AT 900 SW FAAh Ave.,Sate 1600 u L` -I THE EDGE OF THE TREE PROTECTION ZONE,TO CLEANLY SEVER THE ROOTS OF TREES TO BE Portland,OR 97204 2 - - 161 RETAINED. T(503).227.5280 '1D FOOD SERVICE CONSULTANT 160 E) MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO a - f0� 53 AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY.MAY REQUIRED TO MAINTAIN TREES Webb FoodService Design I ZO o_ / ' ' A 159 THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. 3700 SE Lafayette Ct. I N - 109 Portland,OR 97202 F) SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UP RN THE LANDSCAPE ARCHITECT AND T(503)236 6566 4 \ _ I�� CITY ARBORIST AUTHORIZES THEIR REMOVAL. CD \ i 158 ACOUSTIC 8 AV CONSULTANT I - G) SHALL ENSURE THAT ANY LANDSCAPING DONE M THE TREE PROTECTION ZONE SUBSEQUENT TO THE The Greenbusch Group ^ 157 REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR.USE 1900 W.Nickerson St Sutte 201 I r / NATURAL TURF ATHLETIC FIELD - - \ PLANT MATERIALS WITH WITH COMPATBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND Seettla WA g9119 156 DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS. T 206-378-569 C 108 155 THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE W RHOUT THE C 6) COST CONSULTANT 107 PROJECT OF STS AUTHORIZATION THE PROJECT (NO MAV ALLOW COVERAGE OF UP TO ONE HALF Construction Focus �`1 4 154 OF THE AREA OF THE TREE'S ROOT ZONE WITH LIGHT SOILS(NO CLAY)TO THE MINIMUM DEPTH NECESSARY TO Cb ee CARRY OUT GRADING OR LANDSCAPING PLANS,L IT WILL NOT MPERL THE SURVIVAL OF THE TREE.AERATION740 AFnaden St- DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL. Eugene,OR 97402 / \--I T 541-686-2031 1 ��R.O.W-LINE �105 f•j 93 I 1 7) IF THE GRADE ADJACENT TO THE PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO �;I / - gq THE TREE PROTECTION ZONE,IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE 1 55 �1Sd SOFTBALL OOS ( �92 ROOTS. I"� 8) AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE OF ANY TREE TO BE • 1 S6 - 0 10I d0 I PRESERVED WITHOUT THE AUTHORIZATION OF THE PROJECT ARBORIST.THE PROJECT ARBORIST MAY REQUIRE I • 96 NATURAL TURF SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREES SURVIVAL ,i211C 102 CoTHLETIC FIELD AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. 57 `' 97 ar' 9) TO THE GREATEST EXTENT PRACTICAL,UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROPERTY LINE PROTECTION ZONE OF TREES TO BE PRESERVED.THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE I C I 0 I TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED F THE PROJECT ARBORIST DETERMINES THAT � C 5e m1 98 I /*1 REVISIONS DATE TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL. / /+���/ 1 a OQ' I 10) DIRECTIONAL FELLING.DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES Camino 59 _ �-7- 99 100 DESIGNATED FOR PRESERVATION. �! Shaping the Future ( 0 0 0 0 PROPERTY LINE .z CO , / 0 90 IPORTTµD \ \ \ 11) ADDITION REQUIREMENTS.THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION 60 61 62 63 O O 0 n - O O O O [), (,'�j 6 lO ( g 6 6^�1' 1 91 MEASURES WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. (°°�'p ^"f""'f' en 9 64 65 66 67 68 69 170 71 72 73 747s 76 78 79 eo at e2 83 84 85 86 87 88 89 T 4C I' I 1 1 1 1 I • I 1 I I 1 I I I I /\ c^ F sDALE r=60 • 7 OREGON �Jv " upe/u/S` 60 30 0 6C „ BR 1/3 EI�IRSs ll/90/18 TTIIGARDTUALATIN SD TI GARD LEGEND _ HIGH o 2017 SURVEY TREES SCHOOL u PREVOUS SURVEYED TREES f— 0* UN-SURVEYED TREES(FROM AERIAL) SEE SITE TREE DATA ON SHEET L1.02 CM EXISTNG TREE CANOPY AREA LLJ a_ 9000 SW DURHAMRD. TIGARD.OR.97224 TREE REMOVAL/PRESERVATION LEGEND • CO I— JOB NO: 13910.00 _ Z ISSUE DATE: JUNE 13,2018 X TREES TO BE REMOVED(49) �„-- N LL1 Jurisdiction Stamp Area —r-TREE PROTECTION FENCE,SEE TREE PROTECTION NOTES, : f 1:----- j�,.y S � , 2 SHEET L1.01 II F 0 < 'f F'1 --a I• W • C I O I I GENERAL NOTES: z1 � �` C I.EXISTING CHAINLINK FENCE TO REMAIN 11. a- AND PROVIDE TREE PROTECTION FOR r 7 -_---J -- J, TREES ON ADJACENT PROPERTY. ' ' 2.TREE REPLACEMENT FOR TREES I,Becky Strickler.attest that this Tree Preservation and Removal Site Plan meets �-✓ -- 1 - -- - REMOVED WILL FOLLOW THE STANDARDS the requirements in Section 10.part 1,of the City of Tigard Urban Forestry Manual. . TREE SET FORTH IN THE CITY OF TIGARD URBAN J FORESTRY MANUAL(2013). 1"„ _ --= 0— I PRESERVATION & ,W_______3.ALL TREES TO BE REMOVED ARE I IN < REMOVAL PLAN LOCATEDAREAS OF PROPOSED �— DEVELOPMENT.SEE SHEET L2A0 Becky SMckler,PLA - 0 SOUTH PLANTING PLAN FOR EXAMPLE OF Certified Landscape Architect OR 759 PROPOSED DEVELOPMENT. Date:6/13/2018 L J _Ico KEY MAP 0 L1.01 SCALE.1 uma • bassettiI architects 721 NW 9TH Ave,Suite 350 Portland,Oregon 97209 T(206)340 9500 F(206)340 9519 • CIVIL ENGINEER&LANDSCAPE OREGON TREE CARE.TREE INVENTORY OREGON TREE CARE.TREE INVENTORY OREGON TREE CARE.TREE INVENTORY OREGON TREE CARE.TREE NVENTORY Cardno 6720 SW Macadam Ave Suite 200, lOCATON Tepee.Scima, LOCATON Tg.e I.School LOCATION Iperd110,SMeor 0000T MN !MEM..spoor Port03).OR 97219 00 00 70000 (503)- ewe.PNs .m m, OA, 34,17 ars,Dame s.Gyp, DATE P AN0 men C„,,.wu ,E ou OA tx e,v.s.,7 ARBON¢.nerv _PN.e40. T419.2500 MIL ,3S.Pt A.0 wed. 7r.Tr. N..spite+ coo mp, Ewa wee.,.R.w9 ne..7e,a..,, x.,,... Peed. Tree ym r..S... OBN pep, 9 P,..e 9 .+0 +. Deppe.. R..„„ „ ., Tree yen T,.Sre,e OeN m2r .w9 w...�N..h.w„ +. ��,. R.nm., Wm, T.erY. STRUCTURAL ENGINEER Pee O . r a... T wN, N..,n, _ Spe.Mn �r.,,.e,.,r...,w, . „a. N One. +� T m D .,., wew,Nwa one.. a N Pr.,,. ,, w perry+ 42 .47 a 3 n we. Pm. DEMO , , , , „ 5e ..dr ,,, , - 1500NECaten Engineers -----.' a x wee emY, ,« gme 3m .np.9rgr.a,r . wee e k 2 Aeer ups 33 roan 3 3 N O.w .n....s DEMOe412 75 _ o,gti, r,",muwr..�e>^ a ns x peps w,,,�., ,its sm,u+ sw„�,ae,rar ugwe:.n ,v a a wee _ �. s ,u a a n Or+e __ Preserve 2+s ,men. 7w.m... wee.. OR 97232 3 Noway perk amrpwe-we3 ,s 572 3 n9 1,Suite 75 we„e wee �.,..-+.,.n+m.. , 79 2 x ore, Pr.e.e un scow+ Sm.,. .,� a +aa l a __ ry �, prom _ _7w Doan.+,. s 113 3 3 n open preserve T(503)-067-0980 + Nee,perk Mere... ,4 515 a a u O.w. Pepe ..........N,rerwrk _ _ 3 N rv,e rune ..............es..............esOpen pew ppw.ar wen Doe EEIBPE9 ---' N Pr sW. o rw.en.ar. 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Peeve 58 � e Pe,p ,s Sweet. ......,paw 4 a a N wan Preserve w.pdPm. ..24... 4 „3 3 3 w� Pe.. 9 Cr...k w r. 5 227 3 3 N wee. P...sa TIGARD HIGH S.,...D,. L.A..Pyre.. nee 314 3 a N wen Preserve r..mw. 5 75 3 3 w Pe r0 .., rv,r. 3 3 N Pee._ 60 �e P:ed 1 3 N O Pr u e + A� ,, m e ;,, SCHOOL 62 ..rN Nee. . D. Preserve mwm, an a N wee Pre.m 203 rpm. ...up. 9 ,77 3 3 N wee, Pr�.e pew . 7reeSp� .,/�,�.. • .wB an Fape,Pen.a. 4 79 , D.w Pr... a .eT+ • nee pee .wna,mw M D ee Mr. Lab........... , 3 a wan Pr m 2pe Pr OP p.m 9 ,n a 3 x wee. .16.... M.p. �. m Pow Pr..e 65 .Ara v ay.a.wn .. DeEcerse Cederde ,: 231 3 3 N Me, � PPeOP a W: . t a ., 3 3 N : ae.. �AaIONSTSITEPOB7.4CONOwO.. • rye uw...an�.P,m a eve Preee Incense aw.w arm... ,. 254 3 3 N w Pre.. 297 ...Per P0..ar,pe. 3 2a 3 9 x wee PreserveCt • mw uw, . m..m a O Pre¢e a.a Pw w �. 7 22, 3 3 N 0,3 Preserve 238 P0D.Y OIMusoeus. 5 ,n 3 3 P,0. OrwExer.GTR E O wSOFT,M.g� W sa Amen.Omen ay.Ewwm 4 79 a a x Deer P...e 39 ..mra Pe.. 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P.4.14 W 0 EXISTING TREE SUMMARY II:t 0 2 DBH=DIAMETER AT BREAST HEIGHT(4') '- CONDTION RATING: 1- TREE 0-DEAD TO SEVER DECLINE -J PRESERVATION & 1-DECLNING I,Becky Strickler,attest that this Tree Preservation and Removal Site Plan meets 2-AVERAGE the requirements in Section 10,part 1,of the City of Tigard Urban Forestry Manual. 3-GOOD TO EXCELLENT '' REMOVAL DATA PRESERVE RARDT 14.. . � 1M o 0-DEAD,SEVEREE REMOVE ' 1-DEAD, DECLINE,OR DECLINING.PRESERVE ONLY FOR WILDLIFE SNAG J 2-AVERAGE HEALTH OR STRUCTURAL STABILITY,PRESERVE WITH TREATMENT. Becky Strickler.PLA • 3-GOOD TO EXCELLENT HEALTH,PRESERVE. CertifiedLandscape Architect:OR 759 � Date:eL L1 .02 bassep/thI EXISTING SIGN EXISTING SIGN-SOLAR POWER NO PAEXISTIRKNG NG N SW D U RHAM ROAD STORMWATER EXISTING SIGN I architects •• EXISTING TREE,TYP PLANTER TYP. NO PARKING - NO PARKING R.O.W.LIVE I I MPH SCHOOL ZONE L. _ v - Y.T, .. ::...... ..-vf'` vvvvv v vvvv �i v- v v�vv v L.jj%jj%/// /%///j/////p - _. v v v v v v •v v V v (,,v v v v v w v. v v v v v v v v v v v v v v / % / / vvvvv v_v vv vv v vv • .��..�. . �. aavav .�� .�.. .....�. .�.. ....... .�. ,.,.,...,.:�1`1� ,_ .. Li://!�i//�,/i�i/�//;� 721NW9TH Ave,Suite 350 _ Portland,Oregon 97209 'E5e' // `: - -: / - " T(206)340 9500 F(206)340 9519 \ a /' •�� ih _ :Mk•` a • v .`r r a Aso mk ' 4 I I � a �/-T- - -+riF- - �•F•r'�' �+4'a 'i'i'f' v a b - • w/�. v ! • 3tiCIbC+' i �I:C£CA Y ©`.43`.fl'' � '3, CIVIL ENGINEER&LANDSCAPE r^, t`*�© oe �-*�.E,,G.©.© �r ©,O.GIG I -4©�©G,© �©per©©a©.©� v v v v v e.v. _�RELOCATED I ,,v ©OOm�OO © OO tOO .2.1.3 �O Goo© /MIP7M00L u'l n/ OOOO OO OO OO©©'© OO O� O� OO ©•©:1.iOa�O d"�SO Ooo©©©�i0°vo o a•. I ©° �...'• ro — _ Cardno �o Ike, v �� � v v v v v � � _ _ v v '•°' READER °°'Y�'130,441110,17 l © W �� W V 1 �//�� 6720 SW Macadam Ave Sues 200, �ill�- �r v I.v / BOARD OC'7 �/ • ''�F--,,^� \, \, \, �I �r I O \ Portland,OR 97219 b 0.Jll8f v _ ���<. _i _ "•t� — �� \ ���♦ �� -� \ 1 \SIGN_-�— _ t _ ♦ \ T(503)-419-2500 ���l©�\1 •° I I , - ab \\ I rr/ // 1 _ STRUCTURAL ENGINEER O °o, I / RELOCATED 15eoNE Engineers •'(O 4 \ I r MONUMENT I 1500 NE Wing Sl,Suite 412 L. /`j \y} SIGN /� Portland,OR 97232 •�' ate; e 1 AgO•_DOglaI riIAetNOANI0I1 11�OMK.0+IFAMO�OM OISOO�� -I T(5031-4674980 .9a, o, o. �.._�_.o_'�'�'� MOM o, 0...10 •- MECHANICAL ELECTRICAL& ' COVERED HERESOL COVERED HERESOL COVERED SOIL �� �rj VOLUMEVOLUME HERE ��:aE ' PLUMBING ENGINEER / ' 00 O �V*OLUM�E --- .-, .,v --. _ F, O 900UBWaFiRn Ave.Suite 1600 �_ 'IA' I<dr Rl►Qf ' � tFJ _ ... _ - ___ 7szea ,4 � � \flr; AIt]I S. •� 'oo or goo 4 _-- - — - - _ _. — - � R� W T(503}22 p. .. _ __ aim . . FOOD SERVICE CONSULTANT III \.. ,,,,,, , . a4• e <• a �1�• Webb Foodser\dce Design �=1 °°vv / ( •• __ - a -- _ __ __ A` 3700SELafayelte L7. F. !.•� Portland,DR 97202 0••,� f * . `"4R � ©©�d 1— I W T(503)-236-8560 • r W _ O _�-, I_ I I �• i I '. ` 1 �� , ���.4 f©'.� oC7v' /y „; �O�O4•.\ O ` 1 • i O �'•a €• �E T206.378A569 d.1el. 1 I I ; ji/ v°° ,ww '• • aQConstnoction FocusTi POVN oo°o ww ••„I, • a.S �1 %/ •• '' Eugene,ORn 97402 ACI `i / •d '_ • T541.686.2031 1 11 I I0 , o o ;1� •, •. si TIGARD HIGH SCHOOL tjj%-- -._STORMWATER // '.i6 •a F. STORMWATER w ` u jj/ PLANTER o vv _ '/// : �` PLANTER - i//' NX4D,/ •////i///i//i ••• A REVISIONS DATE ��o v //•.../s..0iilli .1) i0 N � ,\ / °YtT,•` o //i i/i/ /i P!root.- �rI� Ali' Camino ��,1 M. 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ALL PLANT BEDS SHALL HAVE A 3"DEPTH OF BARK MULCH. 1 --_ -1 O 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION - I { ''1•'��n ��J_ I SYSTEM WITH FULL HEAD TO HEAD COVERAGE. � f'"-= r>,-� ' __--- LL 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD 14 I�J1 ' FOR NURSERY STOCK STANDARDS. I — -' I — N. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL �'I - /`� I } SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.PLANT I J V y-yr ~ LANDSCAPE SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE IIJ,I — DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT III• _ _ NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH ICE - o PLANTING PLAN PLANT MATERIALS THAT ARE N COMPLIANCE WITH THE DRAWINGS. 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LU �o•',` Y-•®� a a ��/�j �' o3 Webb F°°dservice Design • • _ . / // m 3700 SE Lafayette CI. O ~••�O.•.I oc 1111 � 'i4 a44' _ _ :...)e .< // \ W Portland OR 97202 ' g° v° F N \\ �' Z T(503).236.8566 \\� �O• �L,�• • \\ i�' 7.1 ACOUSTIC 8 AV CONSULTANT �. litall01)'7N1 \,' FTheGreenbuschGroup "> v• y .� Q 1900 W.Nickerson St,Suite 201 v v v AktiVA ,/, / 2 Seattle WA 9811910. r// vov °v COST CONSULTANTO /j ° . `�� Construction Focus Il 111„ ...... .,Ij�/ o ° -_.•®� , 740 Alnaden St. // @• Eugene,OR 97402 ••Or // _ ��° ), TIGARD HIGH SCHOOL T541-686-2031 j •// v v 1 '411 ) ,.SPORTSPLAZA • :go v STORM WATER j/ ve_.-.:7 A-' PLANTER j j v.R o •Iittir\ ,,,,,„•, _ • .• . . ,#4?Ak. 0 4110 i vv,O°,1 �%/�—STORMWATER F''...i. _ QO� .� v W / PLANTER ° b ,,,,,,��� ' � o v°. // � / % A a vo v`�i C.': 0 e�k REVISIONS DATE — v • ��\IA �Iiltop •-l LL< likf�CI\ rG2Ilkillk/' rLY1bspoo,,i . o : : al o . �r ■ .a/-111,v�MVw. 7TlI a• Itice �; �v • Sea9lagthe Future z I\ . 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LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION3 RIGATION 1 - 1 PLANTING PLAN SYSTEM WITH FULL HEAD TO HEAD COVERAGE. 1 -r_' 1 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD __ 1 L' SW FOR NURSERY STOCK STANDARDS. __ __ __ U 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.PLANT CO SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE L 3.01 DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT KEY MAP /� NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH ' ` CL PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. SCALE.1^=aoa' \ J .// 1 // EXISTING SIGN-CROSSWALK SCHOOL ZONE bassetti � �\ (TO BE RELOCATED) 411. EXISTING SIGN SW DURHAM ROAD architects ivocNO PARKING '- s • ``.../ j //i%!:i/ i%!�i/! i///�<� © - I 721 NW 9TH Ave,Suite 350 .► - \` �v Portland,Oregon 97209 ° \ IRMWATER •9J11 'EI\ NTER.TYP. � • INA Y "vY v • _ . ' ICilCIVIL. \ 4 ' a a. �' ]C v L -i11— -•- J �. Portland,(503}4 9 250019 \ STRUCTURAL ENGINEER 1 \ T LLU \ - • \ . 'F Catena Engineers W 1 \ •• ° ° , 1500 NE Ming St,Suite 412 2 ` 41 V • V Pod6nQ OR 97232 �l� o- AAA. •p.•op T(5031.467.4980 w \ W `\ �• --- - --_ ——_—- _ •• MECHANICAL ELECTRICAL& cn a. `� -IQ� - _-- s ° PLUMBING ENGINEER W W 44' _ Glumac Z = r�Q`QQ� __ —— Port e Fifth 972'04 Suite lsoo J z ——_ ° - T(503)-227-5280 1'4 U UWj ��Q� _____.___ __ _—— - F. FOOD SERVICE CONSULTANT ~ �e� U • 44�♦� • ° ° ° • __ Webb Foodservice Design �``♦Q� ° ° - - 3700 SE Lafayette Ct, Q Q'� • -' - a.{ Porthntl OR 97202 Z �:'`� . T(503)-236-8566 = O O�• �. °j '*II, ° ACOUSTIC&AV CONSULTANT U '. 40. ° i The Greenbusch Group TIGARD HIGH SCHOOL ¢ 4Ill.. • ,,� Seant,WA98119 1900 W.Nickerson St,Suite 201 INTERIOR COURTYARD '° • ° 2 Lt:4:�' , - T 206'378AS6B •• ' . • ✓' COST CONSULTANT \\ f . Construction Focus /,q 740 Ahaden St. °\ -/ • ° . . 0 ' •° V - Eugene,OR 97402 , p Q - T 541.686.2031 TIGARD HIGH SCHOOL o. a.' a COURTYARD BASE BID-BARK MULCH STORMWATER PLANTER MATCHLINE-THIS SHEET :---- / \ REVISIONS DATE T // cr.) Canino -j Shaping the Future PORRANO OR eme `BOND m,�,°1 s.0," A�,a,s.av, • - 4FG1STgp,, A.IA76 `'O • •y .a.. r 86C[T STRICOBt F STORMWATER ii/te/t1 PLANTER,TYP. `PE A EXPIRES It/N/6 F�e 1 r V MATCHLINE-THIS SHEET v 4 �I1 - I �Y ° - - TIGARD TUALATN SD \ I. N. 'IiiiiNii)VI SCALE,'=20 TIGARD HIGH LU 20 10 i .0 20 SCHOOL W w FOR PLANT MATERIAL LEGEND,SEE SHEET L3.03 W FOR PLANTING DETAILS&NOTES,SEE SHEET L3.04 � IIL2. _Iln�t •� co `:- IIVL li 900D SW DURHAM RD. W �ii •Ilc:•:�Ili\ TIGARD.DURHAM Z • -1,1 !ILL!!!_ (n JOB NO: 13910D0 IZi.._ �11i_. _ II�IIIr. •' :III_�111'�IL _t GENERAL LANDSCAPE NOTES: __ _ � 0 - III\, lilt _�_� — Z ISSUE DATE: JUNE 13,2016 Q iii!IliiIl=i�1� f 1I1�11 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER 1 �— j - LL.I Juristlidion Stamp Area II__^—IIL.II�!I�'_.. .=111./ :'�f.b CITY OF TIGARD PLANNING DEPARTMENT. - \ �: 1 _ t, C P III �I 1 t 1- �I �, G mpltwnflll 1-11 ii ill..-I!- 1� 2. ALL PLANT BEDS SHALL HAVE A 3 DEPTH OF BARK MULCH. R . �, lc} 1�, i,, LJ,J �I�I E=•::---I� ::=•.:L011 1� 1-_ '• 3 SYSTEM WITH LANDSCAPE EAS HEAD TO HEAD COVERAGE.SHALL HAVE A COMPLETE NDERGROUND AUTOMATIC IRRIGATION J t J,._ , '�R ; I —_• __ h O CC TIGARD HIGH SCHOOL finL� �l IIIiIIL�III�I�III�IIL�II • 4. FORALL PLANT NURSERY MATERIAL OCK STANDARDS.DTO THIS SITE SHALL MEET THE AMERICAN STANDARD CL INTERIOR COURTYARD Il i '�111�11 1�11��1' ° LL+,li 4_-_ -J T C 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL F _ I — \ d11�••—•:•—II!!m�i—'. - ,I---I 1 i II } \ 11�'�I�II�IiV ° SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT LPRIOR TO INSTALLATION.PLANT —/� \ 8R�^,r,-111 / SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE • '\ ICI III °• .// DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT LANDSCAPE \ m j NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH — _J _ PLANT MATERIALS THAT ARE IN COMPLIANCE WITHTHEDRAWNGS. U PLANTING PLAN �� j _ 1 v NE & COURTYARD COURTYARD BID ALTERNATE-GROUNDCOVER ..J CO KEY MAP TQ� = L3.02 SCALE:1,00 \ J a \ LANDSCAPE PLANT MATERIAL SCHEDULE bessetti SYMBOL STREET TREES i �If� p/+/ REM SIZEOTY. COMMENTS architect Q OUERCUS GARRYANA 1.5"CAL. 5 REFER TO DETAIL 4/SHEET L3.04 I \ I lip OREGON WHITE OAK BOB MATURE 65'HT./50'WO. • PNW NATIVE • 721 NW 9TH Ave,Suite 350 CERCID/PHYLLUM JAPONICUM 1,5"CAL. 10 REFER TO DETAIL 4/SHEET L3.04 Portland,Oregon 97209 --./ KATSURA BOB MATURE 40'HT./40'WD.MED.STATURE g FALL YELLOW TO APRICOT ORANGE T(206)340 9500 F(206)340 9519 SITE TREES ITEM SIZE QTY. COMMENTS ACER RUBRUM'OCTOBER GLORY' 1.5"CAL. 20 REFER TO DETAIL 4&5/SHEET L3.04 CIVIL ENGINEER&LANDSCAPE • OCTOBER GLORY MAPLE BOB MATURE:40'HT/40'WD. Cardno ` \/� FALL:REDDISH 4/SE P0/I SWO Macadam 97219 Ave Suite 200. GINKGO BILOBA 1.5"CAL. 14. REFER TO DETAILITJ4/SHEET L3.04 Pod6nd,OR 97219 _ GINKGO BOB F MATURE:YE:60'HT/45'WD. T(503M79-2500 III)i�/ FALL:YELLOW ACER MACROPHYLLUM 1.5"CAL. 8 REFER TO DETAIL 4/SHEET L3.04 STRUCTURAL ENGINEER j i BIGLEAF MAPLE B&B MATURE:60'HT./50'WO. \ PNW NATIVE Catena Engineers 0 PINUS PONDEROSA 6'HT. 4 REFER TO DETAIL 3/SHEET L3.04 1500 NE Ning St,Suite 412 PONDEROSA PINE BOB MATURE:100'HT./40'WD. PortBnd,OR 97232 PNW NATIVE T(503)-467.4980 Q OUERCUS GARRVANA 1.5"CAL. 6 REFER TO DETAIL 4/SHEET L3.04 i �I I I1�Y\ I OREGON WHITE OAK. BOB MATURE:65'HT.f 50'WD. MECHANICAL ELECTRICAL& PNW NATIVE PLUMBING ENGINEER Il /I ABIES GRANDIS 6'HT. 6 REFER TO DETAIL 3/SHEET L3.04 Gktmac GRAND FIR BOB MATURE:15E HT./40'WD. 96D SW Fifth Ave,Suite 1600 PNW NATIVE Portland,OR 97204 CORNUS NUTTALLII 1.5"CAL. 3 REFER TO DETAIL 4/SHEET L3.04 T(503}227-5280 PACIFIC DOGWOOD BOB MATURE:40'HT./40'WD. PNW NATIVE FOOD SERVICE CONSULTANT ZELKOVA SERRATA'MUSASH/NO' 1.5"CAL. 27 REFER TO DETAIL 4 8 5/SHEET L3.04 Webb Foodservice Design ♦ MUSASHINO COLUMNAR ZELKOVA BOB MATURE:45'HTJ15'WD. f' , FALL:YELLOW 3700 SE Lafayette Ct. '\ / I CERCIS CANADENSIS 1.5"CAL. 4 REFER TO DETAIL 4/SHEET L3.04 Portland,OR 97202 • EASTERN REDBUD BOB MATURE:25'HT./25'WD. T(5031-238-8566 j FALL:YELLOW �j EXISTING TREES TO REMAIN,EVERGREEN&DECIDUOUS SEE TREE PRESERVATION 8 ACOUSTIC&AV CONSULTANT CONTRACTOR TO PROTECT WITHIN DRIP LINES REMOVAL PLANS The Greenbuoch Group 1900 W.Nickerson St.,Suite 201 Seat98119 SHRUBS&ACCENTS 7206.0 B.W 69 ITEM SIZE OTY. COMMENTS T206.370-0569 0 ABELIA X'ROSE CREEK' 3 GAL. 140 REFER TO DETAIL 2/SHEET L3.04 COST CONSULTANT ROSE CREEK ABELIA 4'O.C. MATURE:2.3'HT./3.4'WE Construction FOCUS FULL SUN TO PART SHADE/EVERGREEN 740 Almaden St. O BERBER/S THUN.'ATROPURPUREA NANA' 3 GAL. 93 REFER TO DETAIL 2/SHEET L3.04 Eugene,OR 97402 CRIMSON PIGMY JAPANESE BARBERRY 4'O.C. MATURE:3'HT./4'WO_ T 541.686.2031 FULL TO PART SUN . CEANOTHUS X'BLUE SAPPHIRE' 5 GAL. 74 REFER TO DETAIL 2/SHEET L3.04 '......1 BLUE SAPPHIRE CEANOTHUS 6'O.C. MATURE 2.4'HT./4-6'WD. PART TO FULL SUN/EVERGREEN COTONEASTER DAMMERI'LOWFAST 5 GAL. 45 REFER TO DETAIL 2/SHEET L3.04 BEARBERRY COTONEASTER 6'O.C. MATURE 1.2'HT./6'WD. ® FULL SUN/EVERGREEN FATSIA JAPONICA 5 GAL. 5 REFER TO DETAIL 2/SHEET L3.04 JAPANESE FATS IA 6'O.C. MATURE 7.8'HT./6'WD. PART SUN,FULL SHADE/EVERGREEN MYRICA CALIFORNICA 5 GAL. 25 REFER TO DETAIL 2/SHEET L3.04 PACIFIC WAX MYRTLE 6'O.C. MATURE:8.10'HT./6'WD. ' SUN TO PART SHADE/PNW/EVERGREEN Al REVISIONS DATE O MISCANTHUS SINENSIS'LITTLE KITTEN' 2 GAL. 126 REFER TO DETAIL 2/SHEET L3.04 • LITTLE KITTEN MAIDEN GRASS 2'O.C. MATURE 3'HT./18"WD. ^ FULL SUN/EVERGREEN it ) Camino Q NA NDINA DOMESTICA'FIREPOWER' 3 GAL. 175 REFER TO DETAIL 2/SHEET L3.04 Shaping the Future • FIREPOWER HEAVENLY BAMBOO 3'O.C. MATURE:30"HT./30"WD. SUN TO PART SHADE/EVERGREEN PORTLAND 0 POLYSTICHUM MUN/TUM 3 GAL. 6 REFER TO DETAIL 2/SHEET L3.04 (1,11,rno^ AX,rsm�s �ems SWORD FERN 4'O.C. MATURE:3-6'HT./3-6'WD./PNW .....m,) A FULL TO PART SHADE/EVERGREEN 0 PRUNUS LAUROCERASUS'OTTO LUYKEN' 5 GAL. 116 REFER TO DETAIL 2/SHEET L3.04 �GISTEp� OTTO LUYKEN ENGLISH LAUREL 6'O.C. MATURE 3'HT./6'WD. 4' _'�0 O SARCOCOCCA B SUN TO PART SHADE/EVERGREEN /ANA VAR.HUMUS 5 GAL. 4 REFER TO DETAIL 2/SHEET L3.04 HIMALAYAN SWEET BOX fi'O.C. MATURE 2'HT./8 W .�lIR' D. SS81M= FULL TO PART SHADE/FRAGRANT/EVERGREEN r. 6. GROUNDCOVERS 7 OREGON ITEM SIZE OTT. COMMENTS 11/18/11 vo00iCC•RESRP,E A� ARCTOSTAPHYLOS'EMERALD CARPET 4"POTS 12,633 SF REFER TO DETAIL 1/SHEET L3.04 R1�1Res 11/30/16 . EMERALD CARPET KINNIKINNICK 3'O.C. 1,620 PLANTS MATURE:1'HT./3-5'WD. FULL SUN/EVERGREEN FRAGARIA CHILOENSIS 4"POTS 1,650 SF REFER TO DETAIL 1/SHEET L3.04 TIGARD TUALATIN SD Mt COAST STRAWBERRY 18"O.C. 845 PLANTS MATURE:<6"HT./3'WD. FULL S T DETAIL PACIFIC(S NATIVEL3 TIGARD HIGH " ® PACHYSANDRA TERMINALIS 1 GAL. 3,003 SF REFER TODETAIL 1/SHEET L3.04 JAPANESE SPURGE 3'O.C. 385 PLANTS MATURE:6-12"HT./6-12"WD. FULL TO PART SHADE/EVERGREEN f._• I PT 303 SUN MIX SEED 23,360 SF REFER TO NOTES SCHOOL BY PRO TIME LAWN SEED 7-10 LBS./1,000 SF 230 LBS PERENNIAL RYEGRASSES,CHEWINGS FESCUE MISCELLANEOUS I- ITEM SIZE OTT. COMMENTS EXISTING LANDSCAPE TO REMAIN Ct PROTECT L.I.. Fsrs' BARK MULCH TREE PROTECTION a 90005W DURHAM RD. ii ORIENTATION IN DIRECTION OF TYPICAL MOWING TIGARD,OR.97224 CO F-- JOB NO: 13910D0 Z ISSUE DATE: JUNE 13,2018 STRUCTURAL INFILTRATION PLANTER PLANT MATERIAL SCHEDULE LLI Jurisdiction Stamp Area SYMBOL ZONE A-HERBACEOUS ITEM SIZE QTY. COMMENTS IA JUNCUS PATENS 1/2 GAL. 1,500 REFER TO DETAIL 1/SHEET L3.04 SPREADING RUSH 1'O.C. MATURE:1'-2'HT./CLUMPING 0 PART SUN I MOIST/MASS y CAMASSIA OUAMASH 1/2 GAL. 568 REFER TO DETAIL 1/SHEET L3.04 L.L COMMON CAMAS 1'O.C. MATURE:24"HT. CL SUN TO PART SHADE/WET/MASS C CAREX OBNUPTA 1/2 GAL. 1,500 REFER TO DETAIL 1/SHEET L3.04 SLOUGH SEDGE 1'O.C. MATURE:2'-5'HT./SPREADING • 4,900 SF SUN/MOIST/MASS 5,635 PLANTS DESCHAMPSIA CESPITOSA'BERINGENS/S'1/2 GAL. 1,500 REFER TO DETAIL 1/SHEET LS2 r TUFTED HAIRGRASS 1'O.C. MATURE:0.75-4'HT. f- LANDSCAPE SUN/MOIST/MASS _J SYMPHYOTRICHUM SUBSPICATUM 1!2 GAL. 567 REFER TO DETAIL 1/SHEET L3.04 PLANT LEGEND DOUGLAS'ASTER 1'O.C. MATURE:3'HT. O SUN/MOIST/MASS �f CORNUS STOLONIFERA'FARROW 5 GAL. 14 REFER TO DETAIL 2/SHEET L3.04 LJ_ . ARCTIC FIRE RED TWIG DOGWOOD 4'O.C. MATURE:3-4'HT./3.4'WD. SUN TO PART SHADE NOTE:MASS PLANT EACH SPECIES N EQUAL DISBURSEMENT N PLANTED AREA SHOWN. - J co L3.03 ' TREE NSTALLATION STEPS: 1.WREMOVEE B OUT OF THE HOLE bassetti • REMOVE WIRE BASKET COMPLETELY. • LOOSEN TWNE FROM ROOTBALL AND Y ry� /y�A (//`�/-X�\\J- TJ • REMOVE COMPLETELY. architects 2.PLACE UNFOLDTREE NHOLE.AND ;, 3.UNFOLD BURLAP ANDCUT AWAY 1>.A 1 t \\\\ AT LEAST 3/4 OF BURLAP. . ,s y / 4.BACKFLL TREE BURLAP. WITH - ' - '//�,(,%\-/)- APPROVED AMENDED SQL. 721 NW 9TH Ave,Suite 350 ,. `*�. I Portland,Oregon 97209 (14---- INSTALL'BARK MULCH IN 3'DIA. ° Oo I �'_ T(206)340 9500 F(206)340 9519 U REMOVE CONTAINER FROM PLANT AND IE ' SAUCER.SAUCER SHALL BE SCORE ROOTBALLS TO LOOSEN ANY -�..i; ''LI°' 3/4"WIDTH PLASTIC TREE SOAKED WITH WATER AFTER Syr" i' ° ROOTBDUND MATERIAL PRIOR TO TE.CHAN LOCK OR PLANTING. /�' A`. INSTALLATION. tY • APPROVED EQUAL GENERAL PLANTING PLAN NOTES: CIVIL ENGINEER&LANDSCAPE 1/ NSTALL BARK MULCH IN 3'DIA. .yr ,,s 14) Cardno ` P • SAUCER.SAUCER SHALL BE I „�• ! 2"42"WOOD STAKE DRIVEN 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6"BELOW 6720 SW Macadam Aye Suke 200, FNBH GRADE ° O• BACKFLL WITH TOPSOIL.AMEND SOAKEDLTN WITH WATER AFTER 'jI^--.I .4111 18"BELOW UNDISTURBED BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE.BACKFLL WITH TOPSOIL TO o. /u PROJECT PER LAB ANALYSIS AND G. �I'- �� • -': ':1# SOIL AND LONG ENOUGHPort6M,OR 97219 SPECFICATIONS. ORIGINAL GRADE PRIOR TO ADDING THE SPECFED AMENDED SOIL PER THE PLANS. T(503)-4142500 TO SECURE LOWER 2/3 OF EQUAL � TREE TRUNK FROM SWAY. 2. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL "III=`II�11= �5711 IIII=IC-Ilf FINISH GRADE I aSTRUCTURAL ENGINEER IIII PRIOR TO CONSTRUCTION,TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS II ICI- ri.2--- - � AND ELEVATIONS OF.ALL EXBTNG UTLRBS,WHETHER SHOWN ON THE PLANS OR NOT. Catena Engineers j j =f -�, �� 1 J I THE CONTRACTOR SHALL CALL UTLITY PROTECTION SERVICE 72 HOURS PRIOR TO 1500 NE bring St,Suite 412 ALL GROUND COVER SHALL BE PLANTED AT EQUAL Inr I -I IJI1e P I t 1=I1 FI�. Portbnd,OR 97232 TRIANGULAR SPACNG PER ON CENTER SPACNG AS I 6" 6 l I III ICI J/'` I- CONSTRUCTION. T 503 674980 SPECFIED ON PLANTNG PLAN. MN. MN. �1- _, '�v��/ I��� - F _ BACKFLL WITH TOPSOIL ILFI c -II Bi 'I U SCARIFY 4"DEEP -1 . �Ik IIL=L TO MINIMUM DEPTH OF 18". 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE,GRADES,TOPSOIL QUALITY AND DEPTH. dl-I _II_ILL- I \ MECHANICAL ELECTRICAL& AND RECOMPACT , -" ,SI1 '• AMEND TOPSOIL PER LAB DO NOT'START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PLUMBING ENGINEER LOCATE GROUND COVER ONE HALF OF SPECIFIED - - - - _ //�HIII . ANALYSIS AND PROJECT VERIFY LIMITS OF WORK BEFORE STARTNG. LOCATESPACIN DISTANCE FROM ANY CURB, K,OR IgIII III='II)-.1QIM'1 1� EN �MN" lCl-_e 12 1-1 OTHER HARD SURFACE.UNLESS OTHERWISE NOTED. _ SPECFICATIONS. Gl0SW Fifth _ _ _ L 4- CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES 9005W Ave,Suite 1600 BACKFLL WITH APPROVED TOPSOIL.AMEND TOPSOIL Y I1 WITH PLANS TO THE LANDSCAPE ARCHITECT. PortEnd,OR 97204 PER THE LAB ANALYSIS. SCARFY 4"DEEP T(503)-227-5280 AND RECOMPACT 5. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3"LAYER OF BARK MULCH BED,UNLESS NOTED OTHERWISE. FOOD SERVICE CONSULTANT 6. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18"FROM OUTER EDGE OF PLANT Webb Foodservice Design MATERIAL BRANCHNG.WHERE GROUND-COVER OCCURS,PLANT TO LIMITS OF AREA AS 3700 SE Lafayette Ct. SHOWN. PortEnd,OR 97202 GROUNDCOVER SPACING DIAGRAM SHRUB PLANTING O EVERGREEN TREE PLANTING T(503)-2368566 1 27. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. SCALE'.NOT TO SCALE SCALE NOT TO SCALE 3 SCALE:NOT TO SCALE ACOUSTIC&AV CONSULTANT STREET TREE - 8. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTNG AREAS PRIOR TO The Greenbusch Group ROOT BARRER REQUIREMENT. PLANTING,TO PROVIDE A SMOOTH AND CONTINUAL SURFACE,FREE OF IRREGULARITIES 1900 W.Nickerson St,Suite 201 TREE INSTALLATION STEPS: INSTALL 18"X 15'ROOT BARRER" (BUMPS OR DEPRESSIONS)Si EXTRANEOUS MATERIAL OR DEBRIS. SeattE,WA 98119 1.WHILE TREE IS OUT OF THE HOLE: WHERE ANY TREE LOCATION IS WITHIN T 206-378.0569 • REMOVE WIRE BASKET 5'OF ANY HARD SURFACE PAVING OR ' " o 0 3"MULCH 9. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIROWN TAKE COMPLETELY. • UTILITY BOX.INSTALL PER • OFFS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITES AS INDICATED ON NOTES: O TOPSOIL COST CONSULTANT • LOOSEN TWINE FROM ROOTBALL • • ° MANUFACTURER'S RECOMMENDATION. 'Its �� THE PLANS.IF THERE IS A DISCREPANCY BETWEEN THE NUMBER N THE PLANT LEGEND AND REMOVE COMPLETELY. • PLACE MULCH 3" o ` AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE GRAPHIC SYMBOL QUANTITY Construction FOCUS 11 ° AWAY FROM TRUNK. 0 740 Aklatlen St. �, 2.PLACE TREE IN HOLE. 41 TT 0 "APPROVED ROOT BARRENS: ° - _ SHALL GOVERN. p TOPSOIL DEPTH TO o 3.UNFOLD BURLAP AND CUT AWAY O ` o DEEPROOT UB 18.2 • _ _ TOPSOIL NOTES: Eugene,OR 97402 BE A MNMUM OF I8' - T54/.686.2031 AT LEAST 3/4 OF BURLAP. _ NDS EP-1850 S •�' I S. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER �- N PLANTER ISLANDS. O', o - --'- 1. 4.BACKFLL TREE ROOTBALL WITH ' OR EQUIVALENT 1 - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSBLE TO PROVIDE AN ALTERNATE AND DRAINAGE SYSTEMS. APPROVED AMENDED SOL. d ,° • SEE STAKNG DETAIL �p • �� FOR STAKNG N • TOP OF BARK MULCH NUMBER IN THE BASE BD TO FURNISH AND INSTALL AMENDED TOPSOL IN ALL LANDSCAPE PLANTERS. y TO BE 1"BELOW BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS OTHERWISE NOTED.AMENDED 11. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE ° i! _ ° e ° ° BACK OF CURB. TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS.ORGANIC AND INORGANIC EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.EXISTING VEGETATION TO jJ _ AMENDMENTS,BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. DEVELOPMENT. ar SCARFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6".INSTALL&TILL N " 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTLITES OR NOTE'A": L G L2 DO NOT CUT G _ -' 3/4"WIDTH PLASTIC TREE _ Q LANDSCAPE MOUNDING LAYER OF AMENDED TOPSOL NTO SCARFIED SUBGRADE AND RE-COMPACT TO 95%. CROWD EXISTNG TREES,NOTFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. MAN LEADER v`� TE-CHAN LOCK OR HEIGHTE.• VANES BASED ON • PROVIDE MIN.12"DEPTH AMENDED TOPSOIL TO ALL PLANTNG AREAS. ° I� APPROVED EQUAL. - _ �, - PLANTER WIDTH AS FOLLOWS: • PROVIDE MIN,38"DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS 13. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL ° o MOUNDNG REQUIREMENT. - PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN TREE PLANTING. INSIDE MOUNDING COMPLETED BY THE CONTRACTOR.MAINTAIN TREES,SHRUBS,LAWNS AND OTHER � REFER TO PLAN FOR LAYOUT PLANTER HEIGHT 2. UPON BEING AWARDED THE CONTRACT,THE GENERAL CONTRACTOR SHALL COORDINATE PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE. ( /"\ REVISIONS DATE INSTALL BARK MULCH IN 3'DP. ' ° 6'MN.BRANCHNG BARK MULCH.LAYER 3"DEPTH WDTH. WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT,TO WHICHEVER IS LONGER.WARRANTY ALL PLANTING FOR A PERIOD OF ONE(1)YEAR FROM SAUCER.SAUCER SHALL BE i HEIGHT 6'MN. 3'-4' 3" DETERMNE THE SURABLITY AND AVALABILITY OF THE EXISTING SITE TOPSOL.THE THE DATE OF ACCEPTANCE. _J SOAKED WITH WATER AFTER BACKFLL WITH 18"OF TOPSOIL. BRANCHNG CONTRACTOR SHALL SEND THE TOPSOL TO A SOL LABORATORY FOR ANALYSIS STATNG G' Camino PLANTING. i AMEND TOPSOL PER LAB HEDHT 5'"9' 6" 2"s2"WOOD STAKE DRIVEN THAT THE TOPSOL 8E ANALYZED FOR A LANDSCAPE CROP.AFTER RECENNG 14. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC Shaping the Future 18"BELOW UNDISTURBED ANALYSIS AND PROJECT M RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS AMENDMENTS AND FERTILIZER. PORTLAND FINISH GRADE SPECIFICATIONS. 6rmswAuaou1ayesrernexrwm.cw sme -LIE=11�II� VWjej\• TO SECUREAND LONG ENOUGH v 9" REPRESENTATIVE ATWHDHTG ON-SITE TOCKPLE WILL BEUTHE OWNER AS TO _GI I�I I=I IICII�I. TO LOWER 2/3 OF CURB ��M --�_ WHETHER OR NOT THE EXISTNG ON-SITE STOCKPLE USED FOR THE PROJECT. 15- BACKFLL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN.ONE PART FINE la%)' F^A'.701/ule xn " mm � 1Q.` TREE TRUNK FROM SWAY. PAVEMENT •,! /.(rr' -�•���. VARIES-SEE NOTE'A'ABOVE GRADE COMPOST TO FOUR PARTS TOPSOIL BY VOLUME.INCORPORATE ANY SLOW-i- ' -C"'- T - - ;.®�' _ 3. F THE EXISTNG TOPSOL IS TO BE USED THE CONTRACTOR SHALL ADD THE RELEASE FERTLIZERS AND AMENDMENTS PER SOL LAB ANALYSIS RECOMMENDATIONS.12" 4` ^ ' 12"IE= `w _ •rot - �p 9 RECOMMENDED AMENDMENTS AND FERTLIZERS AS STATED N THE SOLS ANALYSIS4�GIST���,,,��_ppp���CC�,,,,QQQUi MN �\ M L BACKFLL WITH TOPSOL � - - -1 ALONG WITH ADDITIONAL AMENDMENTS AND FERTILIZERS LISTED IN NOTE#6 AND e7 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL Alf./ in = 18" IN. • BELOW. SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. LLE� III I TO MINIMUM TOPSOILDE PE OF 18". PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH • . =' L AMEND PER LAB I MY SrmOS 88 = � - p ANALYSIS AND PROJECT - - 4. N THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY(AS DETERMNED BY THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT r F THE SOIL ANALYSIS)OR IS UNAVAILABLE FOR USE,THE OWNER'S REPRESENTATIVE WILL AT NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH y SCARFY 4"DEEP I-I E SPECIFICATIONS. OREGUN RE-COMPACT SOIL TO 95%RELATIVE COMPACTION. MAKE A DECISION AS TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9"OF AMENDED PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 11/1BJI1 AND RECOMPACTIMPORTED TOPSOIL WLL BE ADDED TO THE SIGNED CONTRACT AGREEMENT. ���"'CCC" 17. CONTRACTOR SHALL BE RESPONSBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE 4PE AR 5. F AMENDED IMPORTED TOPSOIL IS TO BE USED,THE GENERAL CONTRACTOR WILL BE SPECFED ON PLAN PRIOR TO INSTALLATION.IN THE EVENT THE PLANT MATERIAL IS NOT EXPIRES 11/Sa/Ia NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODFIED AVALABLE N THE SIZE SPECIFIED,THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' O DECIDUOUS TREE PLANTING 0 SOIL MOUNDING IN PLANTER ISLAND ACCORDNGLY.TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES REPRESENTATIVE,AND THE LANDSCAPE ARCHITECT,A WRITTEN ESTIMATE TO INCREASE WHERE TOPSOL OCCURS AT LEAST 4 INCHES DEEP.DO NOT OBTAIN FROM BOGS OR PLANT MATERIAL(AND INSTALL)THE NEXT AVALABLE CONTAINER SIZE PLANT(LE.4"POT TIGARD TUALATIN SD SCALE NOT TO SCALE SCALE:NOT TO SCALE MARSHES.IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268,WITH A PH RANGE OF 5.5 TO ONE GALLON CONTAINER,2"CALIPER TREE TO 2.5"CALPER). TO 7.0,FREE OF STONES INCH OR LARGER IN ANY DRIENSION,AND ANY OTHER EXTRANEOUS MATERIALSt(ROCKS STICKS,RUBBISH,SOD)HARMFUL TO PLANT GROWTH. 18. CONTRACTOR SHALL BE RESPONSBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO TIGARD HIGH AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES.THIS COULD INCLUDE,BUT NOT LIMITED TO,EROSION CONTROL FABRIC, I SCHOOL 6. AMENDED IMPORTED TOPSOIL SHALL NCLUDE ALL NECESSARY FERTILIZER AND STAKING,NETTNG,AND STRAW WATTLES.SUBMIT METHOD OF SLOPE STABILIZATION TO AMENDMENTS PER THE SOL ANALYSIS RECOMMENDATIONS.TOPSOIL ANALYSIS SHALL LANDSCAPE ARCHITECT FOR REVEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO STATE ORGANIC MATTER,INORGANIC MATTER(SILT,CLAY AND SAND),DELETERIOUS IMPLEMENTATION. . MATERIAL,PH,MINERAL AND PLANT-NUTRENT CONTENT.IN ADDITION THE REPORT SHALL BOULDER ALSO STATE RECOMMENDED QUANTITIES(BY PERCENTAGE OF WEIGHT"I.E.2 LBS OF 19. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT,IN C 15.15.15 PER 1000SF)OF NITROGEN,PHOSPHORUS AND POTASH,NUTRIENTS AND ANY WRITING,F THEY BELEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY CN LIMESTONE,ALUMINUM SULFATE,OR OTHER SOIL AMENDMENTS TO BE ADDED TO NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAYBE GRANTED l.t PRODUCE A SATISFACTORY AMENDED TOPSOIL.FURNISH REPORT AND BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES_IF LLI RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVEW AND WRITTEN APPROVAL 30 NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FALS 9000 SW DURHAM RD. DAYS PRIOR TO MOBILIZATION. TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS 1 TIGARD,GB.97224 DETERMINED BY THE OWNER,NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE - 2/3 HT 7. IN ADDITION TO THE SOLS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR CONTRACTOR AT THE CONTRACTOR'S EXPENSE. JOB NO' 13910.00 \ FINISH SHALL ADD t PART(2"LAVER)OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED E'- GRADE TOPSOIL.SUBMIT CUT SHEET OF HUMUS MATERIAL(CERTIFIED FINE COMPOSTED YARD 20.NOTIFY THE LANDSCAPE ARCHITECT IN WRITING,WHEN CONDITIONS DETRIMENTAL TO Z ISSUE DATE: JUNE 13,2018 ,yL DEBRIS)TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO PLANT GROWTH ARE ENCOUNTERED,SUCH AS RUBBLE FILL,POOR PLANTING SOL, I- I MIXING. ADVERSE DRAINAGE CONDITIONS.OR OBSTRUCTIONS,PRIOR TO PLANTING. Jurisdiction Stamp Area 1/3 HT -- - - _ 8. PRIOR TO PLACEMENT OF TOPSOL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED 21-PLANTNG RESTRICTIONS-PLANTNG IS NOT PERMITTED DURING THE FOLLOWINGw AREA TO A MINIMUM DEPTH OF 6 INCHES.REMOVE STONES LARGER THAN 1" ANY CONDITIONS,UNLESS OTHERWISE APPROVEDWRITING: _ -- Ili DIMENSIONINCHES. N A IN AND STICKS,ROOTS,RUBBISH AND OTHER EXTRANEOUS MATERIALS REMOVE A. COLD WEATHER'LESS THAN 32 DEGREES FAHRENHEIT - - -- - WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT B. HOT WEATHER:GREATER THAN 90 DEGREES FAHRENHEIT 0 _ --! WEED GROWTH.SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO TOP C. WET WEATHER:SATURATED SOIL n/ -_-_ _ _ OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER.PLACE REMANNG HALF OF THE D. WINDY WEATHER:WIND VELOCITIES GREATER THAN 20 MP.H. LL 6"PEA GRAVEL - - - - - - -_ -_ PLANTING SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS,GRADES AND CL ELEVATIONS SHOWN,AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. 22. ALL PLANTNG AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND __ RRIOATIN SYSTEM. - 9. WRHN TREE WELLS&PLANTER ISLANDS.REMOVE EXISTNG SOL AND OTHER DEBRIS,TO UNDISTURBED A MINIMUM DEPTH OF 18"AND REPLACE WITH AMENDED TOPSOIL.ADD ADDITIONAL SOIL 23.DO NOT LOCATE TREES IN EASEMENTS. >" SUBGRADE AS REQUIRED PER DETALS AND NOTES. F'-" LANDSCAPE 24. SEE CIVIL PLANS FOR EXISTING TREES TO RERAN ON SITE. - MONUMENT BOULDER' 10. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT,SHPPNG TICKETS FOR .__I EXACT LOCATION AND POSITION TO BE DETERMINED BY OWNER'S IMPORTED TOP SOIL AND HUMUS MATERIAL,60 DAYS PRIOR TO INSTALLATION FOR REVIEW 25. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK.THOSE AND WRITTEN APPROVAL. THAT DO NOT WILL BE REJECTED.2"CALPER TREES MUST BRANCH AT 6'MN.HT. REPRESENTATIVE. U TAILS & u NOTES • OBOULDER PLACEMENT O TOPSOIL NOTES O PLANTING GENERAL NOTES U SCALE NOT TO SCALE SCALE N/A SCALE N/A J D L3.04 208 i 1 44 43 42 a 41 40 sv.ouaenv ao,v a 3 4 5 ww6..��±rt���q7�y 8��,�vv y ;a _ 51 �92 — 195 196 '200 201 202 204 206 210 yJ 212 .};, �,y. •a¢ APPROXMATE PROPERTY LNE LOCATION d36C•.I •'ife '+�iY. ri .ryx:y = r,Ze 7 ti' < %a-•wq+a ' aI4aA. • S•�:'w. r_r 'f ,r BASED ON TAX LOT NFORMATION bassetti =1 0, h ' r v 3':: l._ - f - r•WTI s y�we� a 'irama.� :"� a u:�.;�: a i »: t - , . ,gi ' f.,. may w —, :;�}4 architects a 'rac»>•rcd»e.c,r..,),wtox r.,*: •9K.. as gr.n�5w�d'x.wc.a r':•aia Sav. f sa• ...n a u*,, ..taYa i. _ .. e _ .-a.�t• y[ if �T .e _ wR >:: R } qr L Rq•• f1lk;. kt4 v •.7 309 °"`;T"', _ _ �_- ,•. •t - 215 \ N1 4e 4, ., '. a{ _�•„ .aa is+a, a:r8. $=:P+'S� .. id 4 +SP a'TiAu?".At.fhii`•, 1 :' } 1.,. '1 r`-_t �a'z03 -,��284• 1i t ....art ♦i..+ - 308 4:;i7 716",.3.1.1- -•..17 ;13 .'31'4 ^• .,DOO.t : ' 1 lir 197 {498 •199• ! 2U5 `v' 214 R6 [-394 •> 310 311 312 313 314 5 316 ' Ip 1 S.s - 0 , q O43 t Portland,Oregon 97209350 } 318 319 320 321 322 - '{ 1;I_ L C?j 6.393 rx .s a�rnss }.24 �1 '! 4 216 T(206)340 9500 F(206)340 9519 >� ilk .y.v .C4 5 p r`1�A { u„,, o- y f z7o :i 326 �.. "::;!:':::::it , . v, ...my 268 �� 217 I � N -- HIGH SCHOOL • " " �� 42 CardnoNGINEER&LANDSCAPE Ex' x �i1 •R A § +328 • _ •V,�i� ` 1 2;r,•��� i 6720 SW Macadam Ave suite 200, 1 t a '> {" r 1 .. 4 .:- v•'^}av'rt z41 1 395 — L Portland,OR 97219 1 1::''' }389 .^ $ ,Z1 p{/ • x•a T(W3}419.2500 396 i•'• 33C 7'. _ STRUCTURAL ENGINEER 5V 2s Catena Engineers ! 2 337 s` i—! *No NATURAL TURF ATHLETIC FIELD .I 1500 NE bang St_Suite 412 •4�::.x'+^` `""'�` y "r'-•"• 'wawa*[I, TIGARD HIGH SCHOOL ` 7�C i 9 R.O.W. 5 g 339 340 341 342 a4 345 ,\��m` y 239 I'{ ~::220 T(503)467.498032 P• -• 3 , ® TY Ilia'266�" * • afijy �aa7 3a6 s4�ya v \\ I 1 t• zz, PLUMBING MECHANICAENGWEERL ICAL& 398 v... .S 351 wqp M52 ,� \ arid•'•.}: 38 I Glumac j • :] ry 350 VI W� 'k 359 y6. 376 •• • *! ii"1 } i ! 900 SW Fifth Ave.,Suite 1600 1399 Q'Q55' T{ } tit} 406 • + ` ` �i iii y .LM4 ®237 I 222 7503)-22 5280� 400 .! &] 'g EBv 3 Hi { 375 / :l a `y7n%V ::;:::rG . * 1 !!�^'! 111 •; x,y°Z.3so � }k: '`a\�:.}'.o/r..:.'^ { 1 223 FOOD SERVICE CONSULTANT 401 ' ry 35 5q v 35 356 9"es • % ®z36 ....: 3 ` .: r� 4':. ,-,, STAND u1 I s I Webb Foodservice Design 402 '�6 4 36 .'363 ,L. '�374 \y / _ 244.263 S$' y} 3700 SE Lafayette Q. ��` p� q Qqr _ .v.,v}+ J W� PROPOSED NEW TENNIS COURTS 1 224 Pon6nd,OR 97202 403'.': [- 361 3y./* 366 `) PERMITING UNDER SEPARATE SUBMITTAL I T(503)-236-8566 ilkifi ' 9 t$ ;' I �,364 �� 385 C P.' - Yt a a7 a73 ''AZ,"' v.:; • I ,�0 pp ACOUSTIC&AV CONSULTANT 70 �,• . a is::l The Greenbusch Group L .kir j, , •r;%,,:'.::; as FF ��{ > 383 1p, • _ 1900 w.Nickelson St,Suite 201 w • 389 } MQ,�+ ^Y' ® ` �: 244 Seattp WA 98119 w r• .l..:; 7¢•yy �,1}•u - \ E T 211fi-378A569 O`o .. 367 366 :k4 y✓: G'cs N 6� �APPROXMATE PROPERTY LNE LOCATION & 380 381 38 a v,+``'o . 73 BASED ON TAX LOT NFORMATION ; 1 ss}m+ .5.. 1 • COST CONSULTANT y, I ` n2 Construction Focus t 0r� 45 ']3n \ \.� \� •�O' a' �Q 740 Almaden St. 1 404 . IOA }•i 'fI • O �• 0: - . 4. 1 �s £! 16 - ' SEE SHEETL4.01 j Eugene,1 II, , ,r ? `j� 176 R75o174 I° SITE TREE CANOPY LEGEND i 1 IV,' `�� ' ' . • ° ° L I PRESERVED EXISTING TREE CANOPY OUTLINE' - 1 >q6 \`till' ;�,s �� PROPOSED NEW TREE CANOPY OUTLIVE I. 1 r EXISTING s,•� 1 j 1 ARTIFICIAL TURF ,, • ,_ •}•S TOTAL TREE CANOPY COVERAGE 1� Fi ATHLETIC FIELD 1 I 1 1� BASEBALL •, � }: I ALL EXISTING QUALIFIED TREES WrTH A DBH OF LESS t I 1t9 {•�' I i THAN 6"IS SHOWN AT MATURE CANOPY COVERAGE. REVISIONS DATE • Camino 49 - S },; • rl4 �/ Shaping the Future •�-11 under 2'nomay mapb 116 4.•a t7t PORT(A^ND rdrratine 2600 POPP,.OR sn+e l 1 1zo 2a o'ry�yi 170 SITE TREE CANOPY REQUIREMENTS *��,•• n, s sae t 69 I I 124 115® ! I I,1 /166 SRE TREE CANOPY CALCULATION �GISTE, 1 •' TOTAL SITE AREA: 1,877,854 SF 4' I4769"G� t25 '','-I 43.11 ACRES 1 W Y 13 i 126 1 �' _ ! ,35 �C/ 25%TREE CANOPY REQUIRED: 469.464 SF - 9 OREGON �1,� ,32,1.3.1. x✓ ,, 5t — �l 129 114® TRACK$ :1 TOTAL CANOPY AREA FOR SITE: 350,594 SF t1/le/1t 1 I •� ,37`O�/ ARTRICIALTURF • 1tk'• 167 (SEE EFFECTIVE TREE CANOPY COVER SUMMARY BELOW) OE A ' 153 • • ;28 ATHLETIC FIELD 0 —1 I 1 52 136 ,: 130 V 113 SC• 166 TREE CANOPY SHORTFALL: 118,870 SF �IsES 11/3o/1e Ia8t138 , 33 O } N152 ,.¢� t•1d0 127ligi O •9'.• 165 4'151 150-114 031147 *146 ''145 *144 `1a3 142 SEE TREE DATA ON SHEET L3.02 TIGARD TUALATIN SD 112 :::: :;;::) �a>::: ,64 TIGARD HIGH I © /r� 163 r'LLL'1" : 162 EFFECTIVE TREE CANOPY COVER SUMMARY SCHOOL t Jl I 1 11p 161 TOTAL SRE AREA: 1.877.854 SF �_ 53 80 C EXISTING TREE CANOPY AREA PRESERVED _ 155 2X CANOPY AREA OF PRESERVED TREES,N"DBH 77,671 SF e 1 : I 109 ' ) •�I 2X CANOPY AREA OF PRESERVED STANDS,>6"DBH 43,786 SF w 1 I Ir •_•• / FULL MATURE CANOPY OF PRESERVED TREES,<6"DBH 97 U1 SF 9000 SW DURHAM RD. 158 EXISTING TREE CANOPY AREA PRESERVED CALCULATION TOTAL: 218,478 SF a TIGARD.OR.97224 157 PROPOSED TREE CANOPY AREA 1391090 I ' ❑ 125X MATURE CANOPY AREA OF NATIVE TREES 65,449 SF JOB NO'. NATURAL TURF ATHLETIC FIELD / 156 MATURE CANOPY AREA OF NON-NATIVE TREES 66,666 SF Z ISSUE DATE: DUNE 13,2018 108 155 PROPOSED NEW TREE TOTAL CANOPY CALCULATION TOTAL. 132,116 SF LLJ J Jurisdiction Stamp Area • I 1 54 106 10] 154 TOTAL CANOPY AREA FOR SITE 350,594 SF U J I + RA.W.LNE Ct y;'1.►` _�� I93 EFFECTNE%CANOPY: 18.6% O Et ' I 55 1 SOFFBALL 96 1 i SEE TREE DATA ON SHEET L3.02 1 56 1 1, } NATURAL TURF 57 t :•1�2 ATHLETIC F s] q Y •�' FIELD } j •::y+ir�.;. I PROPERTY LNE • L— ' TREE CANOPY i II , e SITE PLAN Strickler,r t t this Canopy Site Plan meets the requirements m n[s in I I 4 Becky 10,p Ie ,oft that reC py q re e !, 59 !////� I Section 10,par12,of the City of Tigard Urban Forestry Manual Q 1LL\ 4„,. ss ,00 fi 77 r..x 1'-7' 66 7 71 �,•'rn KS SCALE C 6 R L � 74 ..,n 90 - 1•61• . 75 n4 'Zr .:. `"° L�i�liff)fi'iS' 10•'�'•:<,rii.4 1. .. -.a.e,.....y.. I 64 65 ••7 }X1..f 69 I70 I 68 I •i,:•• I I ' I 11 ,2 ]3 83 84 85 e6 e7 88 89 70 35 C 70 „ Becky SVidckr,PLA m APPROXMATE PROPERTY LNE LOCATION Certified 6/13/2018 Landscape Architect.OR 759 I 1 I I I I I Dote: 1I 0- L4.00 BASED ON TAX LOT NFORMATION A -- -I I I I I I I I I I I I I I I - 6 - v - ' tJ - - - - 44 43 42 41 40 3 4 5 .Oti�� •• •• ♦•♦ SW DURHAM ROAD ••••••• •�O•i s• i• ••••••• •••••OOO•••O>•O•♦�iW ♦i.. ..a A-♦♦�iyi LI►.R ♦-- .__--- .f•-o�o. ♦♦♦ii❖i __-___._ . ...ate- •. # A • •a••♦�•♦ ♦•tea••.. _. ,A t_ - r.."e►♦.a.Yw•.904► {�.. • f•' -301 ••�>yti♦• •• >�•� r •♦�•�>••••O♦♦••• 1a•�►♦ <•�j<l�tj1°•nn oP,:b.*T.►a. ; r'.•eo7,A'i♦.baY<Yysi a+•♦yer�yy?+ie .,.,.,.,., "i.♦A4,♦♦b<• +♦il`�6♦�4 �.,.,.�, .,.,., G�I+'' '.'IT'3'.' <f " 1•.*n .♦ • • asse ti .•'CO..♦O'@-�••♦a•�qi►3• !< : ♦•s•io�. 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I;,. .- .Vig �.. =,:s...A t4•,Yt• ,...�♦ •l.' �t�!�r r♦ i<rs1 ,.4 �< :7, ♦ :� ♦ ►1; if;r4t .q•♦•• ►c,•.r•.f4♦•" / 1t,�•♦< .riVl�.e Y:-.♦�y�C.,� .�..iv7E` •v./ ��� •V. Yial►w,0,� �y.•f,- 4 ,��� ►♦♦♦a�.G�e..-.<'•i.A ,•.014� '.,�>y/t��-:'!• �./4►i _ :• /�w<�.:• •awb�•..:5 ../ •� �r pw-:� ♦ .A�_-V�fir_♦i�.fe .3.�A♦ el,' r . ,►t,♦i1.•�'VA4,� gi,,' �� ••♦• ';`t►4 44•;� i.M.•4, y,-4d io •.•••�•.A!.1O• I:�c-o •• .►t a♦mar^ '.1t.' ♦d�' 1,_ ,`i s F c ° r.c ♦ Portland,Oregon 97209 •��4j.��r,��► .►�,.►o .o ♦ aw 4, :... >}'i�i �•• ♦i°•< 3os ♦•� •>e'►♦a�♦ �' f►♦.ti 4,01�.. .•�•. i �.• �i ,7i♦••�' /'�� ►���iii♦w:♦:!:toi�•�' T(206)3409500 F(206)3409519 �•i►•�4fritt•4.1 i 1 e :e-,•• ,•a.r- • . ., i ,. a 302 303 304 305 306 307 ��♦ . • ••• ���•�►. ♦• ` NIL 394 �•4 _t•►• •. ,.• 310 311 312 313 314 315 316 ♦1►♦ � 10 �� '�•i i . 317 ♦ ♦rn'if.<<.A` 323 __ ___ _- _ '►♦ -NIEEN - Aryi7.;+'.•w c,>,411♦• �A.... >K., '•�, .0�,- .. mow.- NORTHWEST PARKING LOT-BOUNDARY LINE it.,ta�0 _ . Ave • 4 Po mCIVindL Eoas7N ENGINEER&LANDSCAPE ♦•> ��♦ ♦♦ _ «� .. .. I _ �a►I S••♦•►• - Oi•�Ni i°i __ .. T(503w19-2503 I►t��� > /•}♦ai --I^ - 40'• I♦<+•A•w•da<4 - -- - - • • ,-, - • Gee - - - - - . . �.tie r'r _ - ►♦♦ie)oee .,}-• -•\ STRUCTURAL ENGINEER I .•* ♦4 t• ♦• • i�`4 4i,i.C•� ♦•ieif,O:Os� "S'�•• -.. -,► >►411,- •%i ♦ 11111 11111. •j '4pe•e•e♦♦ '� Catena Engineers •A•1. 4.•4 >�y<♦ `•/♦\ •.•i►♦t�•�•►��.y ' 'N�•••♦•• ,o•♦ .••�� S•4♦l t4• ♦ ♦°•♦°111111111 • 'E 1500 NE Wn St. 472 • 1.1•e'•*1.4. 392 4�•��•'• ♦325 ►����•� •'/♦ 326 ♦i1® '�'I!'�,` ' '•,•,> (,-. sirE•. 7f.• . ......... ..............•._/ v.v. '`ei _ J --`,�, ,`��. 9 4>•A•r14tl•• r 1 , ♦ A•�•••�� ( ' ♦.♦e♦s( �` Pan6nd67 97232 \••> 1.•♦.44 �t►e/,d4tE• ►♦ > aI1 c ,�••i' .►►♦t►•••• f iee<♦ °• • e��� T(so3H1e7-09e0 •a ♦ ♦ .• ♦ 4• >\yi • �f�1•���,.".�j►• •, ka�l ,>i►•i/•••s<'••4►••� Ioe♦°w°e♦�•. �e r• .• `•�♦� 0,0:,F $ . .• • ,<,���•i ��':•1 .•w► ��•••t�•••�4, STORMWATER MECHANICAL ELECTRICAL& • i I PLANTER PARKING LOT TREE CANOPY LEGEND j PLUMBING ENGINEER 4��w •.4•'7i••4 • •�Vt>•y 444 -4 PARKING LOT AREA BOUNDARY Glumac 11�r4'6 i`,,•t • 391 • _ ••••�lw/;�♦��♦♦• I,♦t f�� ►14/a ♦♦ • 900 SW FRh Ave,Buie 1600 ' \: >• 1� 4 .:- 'WV.•♦ "1-♦ ••s o' (�s I' POR6nd,OR 9n04 • .. ♦•� •♦♦�♦ I•►.. �! . ♦♦.�•♦►o`l11 1 rs ♦. T(503)-2275280 r t• I••♦4 A41••♦•4328 •1••♦ "s.1• ♦•s' �1 OUALIFYNG MATURE TREE CANOPY COVER N PARKING AREAS •.•4, APO<yeic• •.4 •••• 1►4. _ ��.� •°. 1�. Q►i4'i4 ”4,41♦4' •o: ►•♦i••� i tl►1•. t a,•+ • '1� / FOOD SERVICE CONSULTANT �(L'a�'.♦L •wr • l •♦�<k„.4l�r • k�l , .• .♦it': t+L1i. T. STORMWATER . t 1,-,, .r y•, 41�, 0♦ •�41 Lp j r PROPOSED TREE MATURE CANOPY OUTLINE WebbFoodserviceDesgn t►4.1 ': 390 ��<<�0 - • .. 3291:`4 �';tt;I = PLANER 3700SELefuyettect I a.a•a`'. • •. i�s♦ .• ' •<0y�Y'*rlf _-. f J PortLne,OR 97202 •4 .s ♦••� i'jhbf�♦i►•♦ iOw� ♦`t►t •yips♦ N2 R .w kx •♦.. ♦ •�Ay.•♦••�♦ •<,♦. t• •• . 7O PROPOSED TREE CANOPY COVERAGE T(5031-236.e566 •> .♦. 4414;4 a1♦s�4444 41.4,i1 t.•4`••, 4�►tll�f1,y'7 Ct, II 395 ;.'►I ♦ �.�♦ 1 ,>e♦♦/Ie.♦< ♦1 ••• d`�'tT III ♦ ♦ •�♦•fy7�•♦•330 ►•�•u•' ►•• , °,Ft�,a/-4+1 Iii !I ACOUSTIC&AV CONSULTANT♦• �s �••< . •••t�'•<�♦�i :*ik• ii►� �►•�;D.�►. 4 III' • PARKING LOT TREE CANOPY REQUIREMENTS The Greenbusch Group .♦i • •tl••• 389 >,►•C,•<��<i®•1 �A.I L ;,.►•• . I ••r1�•11�4 IQb'.' �111I111II 1900 W-Nekerson St-Suie 201 •sio _4r�•• STORMWATER •♦��41r10 44•:!_� .; • >• 4fr 4.V i•• ;A III / PARKING LOT-NORTHWEST SeattE WA 98119 396 I<,<' ♦4•� - •.-PLANTER -_t Q 331 ►�<��••�`�•' �� / T206.378-0569 PARKING LOT TOTAL AREA.99.243 SF ./ TIGARD HIGH SCHOOL 30%TREE CANOPY REQUIRED:29.773 SF COST CONSULTANT � �, a� TOTAL QUALIFYING MATURE TREE CANOPY AREA•:50,921 SF `<..� �I" - .1--• ►i♦i:� ri�i^ �►'►is� Conswctbn Focus ►•s �.e ess I -it SA "•" �' -"r' -- 337 r J ('CANOPY AREA DIRECTLY OVER PARKINS AREA 740 Ainaden St. II I 332 333 334 335 I Eu9ene,OR 97402 ;, 513%TREE CANOPY COVERAGE tSTORMWATER T541Ji86.2031 $38 339 340 341 342 343 344 345 PARKRJG LOT.NORTHEAST V - PLANTER \ O 349 ? '/� PARKING LOT TOTAL AREA:8,005 SF Ilr�-y pe- 1�♦ 1••>, I�WI.s♦••••♦♦�°.�1. thy.ry••�r•`'�, r•••♦ .a a 30%TREE CANOPY REQUIRED:2,402 SF eG 14;1)1I11 A*146/ ,w"".•• ,7• .:,A,-*i2 ►.`.*I-4>♦�4:4 ♦ -�.►'�t�••••• STORMWATER TOTAL QUALIFYINGEAMATURE TREE CANOPY AREA.: SF f ♦ .♦♦ f • 4'♦.r• 346 .�••♦ - ♦.e1•♦.10+�, 348 ♦• •♦ 1, • (*CANOPY AREA DIRECTLY OVER PARKING AREA) 4/►O V.V,' Oyu♦ '.'Y�1.•1 {+♦*4 r"•4444�A�$.� / 347 •4V4•�441,. /e•>►�7°•:1,4;,S4.•••• it PLANTER,TYP. ::::::::: • � •� /4 3.:fr.4 1•♦e'•••I y>.,i►• •••tv vim.••e ••tt v •• ♦••' �•♦� `,:. I �oq t�" 4Ci 1110�♦.• ♦w-0a.4,�rt.e.ti•�•�•S .0%,,,pe ems' ••1 i>'iw'�'__ .♦♦•e's►•••e••• llll REVISIONS DATE 398 '♦> • g V*54* 14.`®.4�4.1,7'.� +��L •�>>�••• �i��.E,♦4,>L y 351 �.�..<7►♦♦lei•I�• d 414%, 388 4..CrI•*♦ ••°44,: : 350 4114.'•i�l0 ♦�0 1,,•a•'•••►••♦35� • 'l _ 407 ': I(. ••',• , ,'>i�•4. .44..4 r0•;X.a. •i'O•e4 >•44.4�� o•i.• ' �.•��e,l' PARKING LOT TREE CANOPY GENERAL NOTES • 0,6 O♦. 387 - la STORMWATER♦4;ei�4,LIIDii�'�i♦ 4.4k��Nt{.AE*•,, 359 7'��.•.„, e►.4k, 37fi• '', \ -.4- •�44� Ili' 1- ALL PROPOSED TREES WILL BE PLANTED FOLLOWING ��A° 399 -: tt"♦`",,♦OQ•�••< 3 PLANTER > *t�i►•�,►t� �o<,� :.♦��,1w�/ .� L �i1♦s.►••• - ♦•., •I•♦ I ".1 • +`21. " - ♦• -i `,,,V, Z4:4444'• +••4,•4, 4%•L'4•♦ •. y, ►• \ ♦•� ••i- • 408 I THE STANDARDS SET FORTH NTHE CfTY OF TIGARD �� Sh>pi$W Future s >: ♦s'®••4 9AQ`► f�os•<.�►�e 35e;♦�c_ ��i►+°�v,i•4 35�;.�♦�•,.at•4a A@4 O♦♦•.4. ay4►•,I•-♦ 1 *o < ,'4.4,4° 4,* , , • 4 8.-4 _•.., •<••'ION**y11 i9.•� ••44►I.'*.•.It. ``.♦•tr•♦<. S ;ipl.•-✓•••♦7 ,l , \\ � L!'�4 i►••,,,0 :llli URBAN FORESTRY MANUAL. .iixD 9ms $ I'•4 y':�l'_ ►n,,. �< ��1�•.„v.,.:1••�.•f•1•••♦••�1 :t r•�1•�♦.e❖••••t1•i °<i�♦�•�► Ae1Ot�4�g::A::1••••i• • I:: STORMWATER ) 406 \ ►:�••�••, • ::1 rtu,..,.au;•F.svi47e 2. .4.44''a �'.,1f••A �•4�♦r, ..•;��..•$414j•Ai ..4�,rIr. .'.., .. ,•,r, ♦4r .,,r•��1 •`�. . . •0��� ••�•. ICI PLANTER / ''} .'• •: .11i 2. ALL PROPOSED TREES WILL BE PROVIDEDt.000CUBIC -...mr•n. 400 4•.0.,:5�y, __,1fi4,/, '•w4�•••k/•<<;..:, ,4, 4iin4ii�i'4R►�i„i a.v,• �•1i♦i/iV„„mil%.�=�<„,.d•,,, ,,4C►aav9�/a4`- ,-,s ►4 360 ♦•••. 375 // Ill FEET OF SOL(AT 3'DEPTH)WITHNA50'RADIUS ON 4 K,;�'®�+!<YsUT�>• �••o>• 1Y i • +i <t t r L 4r cy t�. ♦♦• '��< CENTER OF TREE-F OPEN SOL VOLUME IS NOT GIST$ PI f♦ }< > ♦ S A 1 8. 4► a.►��' �c 4.►. s.qr►-� I1�k ,id c%i!sE:�•,.•Q / AVAILABLE,CLOSED,STRUCTURAL SOL WILL BE ftF' .6 \ ♦ .. ♦ °y. •�r 7 4► <� ti.••.►.�4 10 / PROVIDED.AREAS OF ISSUE ARE INDICATED ON PLAN. u75• ,a,,,i' 401 1 ►•>♦ •�•,.� 353 •� "•�i�iA 354 �.y' �•�1•••r 357 <�e�,•r.' 358 •�.1 ►�I•�♦•.>♦A 1 �'::: // lig‘ti ';l 1 4,4;,.4;,• 'i♦•<4. ! o 4. •. ii7j' 1:e�f•-r4 i>-,--.. v, -i.,1i•4 .' 4�-►•Yap+ I... ;\� 3. ALL AREAS WHERE PROPOSED TREES ARE PLANTED sTa/Iicxtsa--• .r4Qi 1iL♦®• �����- 1s.�:-•4 •i<,+j►t�t/b•� ••:❖<<1♦f�• •• >. •ie•••'•yf - 1: ';1, \ // \ WLL BE IRRIGATED WITH AN UNDERGROUND C' (� • 1r S A9 •�♦ 's�4•s♦ �.t ♦ ♦<�4•/r 362 • 363 4•i 4►._At.•• •♦•I. ?, �;j- \ / - AUTOMATED IRRIGATION SYSTEM. .L OREGON i 402 '4AVi as ,•Afi 4i••i••• 386 -. I♦ e.4�4.�...i4 Pie>4.',a.4�!•iif•♦• • -4••4•�I<r•4•• 4'<et�♦•. .� - • / a •r • O* 1>••ei•. \ ►••• ••��>„4t,�♦•'/ •s•41••.'h•• ••i►e s.• 4pE e Jpg.c•'- •'.,.-. ♦•f►•A 41y •' •♦.v. <.•�•. ♦. !.♦ ' . i•te• , S EXPIRES I3/so/ta 403 '. .ri .• .'•1:F♦*•° 4♦. 'F;1•4ie 361 • N6.00!O •••0�•4'y• o°<• •••i•,. -•/' ►•O►41.4►►�►>i�fi�4>••1 •Chap.- I>•i'E'�<��•�i�i�1�►< i�••� ..4Y•'i�• el • 36s • • 1•♦a®1 <1�O�r•e 366 ItJ� TIGARD TUALATIN SD ••►♦<ax etl`• .�I�♦• __._ ♦i.a�,►a•,4l1l�iJ�♦ 36,y •4•••♦47�• 1• •,••s 44�•i♦•r�••' Qi I , ti'i,g •8 i447-.1��j♦4►:. ♦4i <►•wil ., ow •♦ •-t o„„,,, � •s�a �±r° i. •_' ,►i♦4�•.�. •„1�4,asiii• I ' TIGARD HIGH 4 .ANiC 385 ♦•4 4.• �• f-e'••'4' -l�A• to •••♦ I. STORMWATER i+1p�-!N �e •♦a ••� '14,t♦ ...•♦!•� :•'4r♦•a•�• .. _ .�. I PLANTER I�4i t`.it♦��!♦ - !4�e4 lt►t'. - 373 - I��� ♦ 1 / I' ,awuw. >, - yH SCHOOL� wY.i♦<4 ►ice<• 371 372 - 1�• 4, _ k^ a. ; • _ V �. 1 1>4•,rt�4r `sees STORMWATER .... ►If0•�►•�1.`/- \\ - I ✓(il 1, I 41-:fe�< A♦°tc••4 PLANTER 370 i�♦•• • �- .14;4►i 0.1 4�,i11••I,•.w 1et, •• a� .- 4 .' - I- 3� 11,..: , w I ,1.v, `<.041y1•4* ' 384 - 369 4.-...� � 1>:♦� ee,i♦i.L--.- ,0?-.� ••y7� /� }; ..-" �..- ; __ - ,i w h•fi{•,i:rl>rI>`t►• / .. •4.f.'. ►-ri�•ii•4�l.Jr•�•••♦ 4 >'>et >1•�,� "e .- //• i _ _. - _ LL Zr' S'+y4,.�L.��' ,{•i. sw��#�. Al�.t►6•'•♦(' �4i!>•�••�•�«ii�'>•�••••�.�i'�•/•�•••44. 1� -J LLJ D. Q -- 367 - volt, i♦�►,�V.4��•••iC i� ►'•�•♦�"9�J�•� �j �4 ♦V'•a•,♦' .. - -- ty 9000 ARW DURHAM 4 O < 367 368 •;i4. ♦❖•�•♦-•• o A TIGARD OR_97224 JOB N0: R.O.W.LINE ♦ ♦•• >>.�'• 380 381 382 Al 1397060 r Gt'�4 ♦•♦.♦� - • - ISSUE DATE: JUNlE 13,2018 Ca IZ I "• &•: • •of iis4 )iii W V- Jurisdcton Stamp Area (13 s, ... -.. • I 378 I • ia I, >►►9.ipa�►oo•..�•<,•�►p•��O.O••�4. 45 `� - -- --- O O••►•ia4.•a. f*ra••. '4. Li �: cr •4. CL •a4 r$� ••►••W 44�e•♦e❖44•• I �1 c � e!►�•�•�e�.;.�•�O`� \ ( KEY MAP i - .•••a..e. 46^ .�•••. G \• scALe:1•.400• i •ii❖�ii••R 1 - I' w� \I 1 �►.♦ekOp,.. I . \�\sow'- - TREE CANOPY i•����o ''I A pl � 00 vcv _1- '. 1 I ♦♦ 4•�•4�4•� .1 . • t J\V� L Becky Strickler,attest that this Canopy Site Plan meets the requiements h PARKING LOT ti ��• • �•.�►, ,47- 2 (, ---- `•` \� y ® r \ Section 10,part 2,of the City of Tigard Urban Forestry Manual. SDAE:,.3a /}O/ < PLAN • 30 15 0 30 / / ' _U Becky Strickler,PLA -1 Certified Landscape Architect:OR 759 03L4.01 Date:6/13/2018 CL bassetti DBH=DIAMETER AT BREAST HEIGHT(4') architects CONDTION RATING: 0-DEAD TO SEVER DECLINE • 1_DECEIVING 721 NW 9TH Ave,Suite 350 2-AVERAGE 3-GOOD TO EXCELLENT Portland,Oregon 97209 T(206)340 9500 F(206)340 9519 PRESERVE RATING: 0-HAZARD TREE,REMOVE .....«,.,«.,.... _._.«.,.._.— "«-^•^^^^• '"e e '! 1-DEAD,SEVERE DECLNE,OR DECLINING.PRESERVE ONLY • CIVIL ENGINEER&LANDSCAPE .� -. ,.«� ,«,� ... + ..^ ....� vw ", e< ._.. ._., . rd ..^ «, .., ,^. FOR WILDLIFE SNAG Cardno 4 M y_ _ -- „ A-- -- - - - OR STRUCTURAL STABILITY PRESERVE - 67205WMacadam Ave Su00200, ._,.. , , _ ., :.-- . a...-. TREATMENT. Porthnd,OR 97219 - „.... I :._" --_ - - WITH ,�_ ( )-H 9.2500 __ _ _ _ 3-GOOD TO EXCELLENT HEALTH,PRESERVE T 503 1 «.« .. .,.'.., ,,,, . , „. -- .,....,«. ..matt . .,, .,. , ,., .,�� ,« " .,• ,. ..«. :...__ , , .,..." ' STRUCTURAL ENGINEER 1500 NE tying St_ 412 f Portland,OR m ...,.. ,..,.•,. _ j T(503)-467A98032 I { .. vv.. n K, i ^ v.,. a.-. ..;3 .--_ - --_ - ) I m -, MECHANICAL ,u AN AL ELECTRICAL ,.... . . „ -. PLUMBING ENGINEER & Glumac ,» ... .. .,.«... ",-.:- « ... ., - ,«. .... 900 SW Fifth Ave,Suite 1600 -�_ ,;- _`_ (- - --- „ ---�•- .".,:--. _ .. „.. ,...,.. __ _ _ _ ,a. EXISTING TREES-PRESERVED&DEMOLISHED TREE DATA NOTES_... .... _ .a... .. .......... .....:...... x. .. ..-. ,. .,..,.a .. ,.. _ - 7-5280 ., .„„ ..a..... - - t. ,. „ .^..... .: , , :...,« ...« :... .,.«... I , ). ..«.. 1 ALL EXISTING PRESERVEDS- P(5 3)d20R 9 „ , I . a:. .-. �, INVENTORY FOOD SERVICE CONSULTANT .,__, ,_-.„ „, I „•, Y.^_ « «... .. - &DEMOLISHED TREE DATA TABLE IS FROM THEEE DATA IN THE EXISTING TREE _,-- ,., - «. ,.. : z-,,,, ,, ::, M,� ,,•,,- REPORT PREPARED BY THE ARBORIST,OREGON Design w �....-. _ _ '- _ __ TREE CAR Y20 ", &ASSESSMENT « ::= 1 «. ,.... �. _ _ _ _ .._.. .x..... 3700b E Lafayette Q� ,,.. ,. _._ .,-,•«. «, P nbnd,OR 97202 " ,-.. `-"` -- '-- --- ^^-^^ ,_ - 2. ALL EXISTING TREES TO BE REMOVED AS PART OF THE TIGARD T(503)-236-8E66 HIGH SCHOOL EXPANSION PROJECT ARE LISTED S EMO"IN __.. ,,, + , „, , v... „_,,,.,,-- _ n ,„ ,,,_ �,,,, HE"PRESERVE OR REMOVE?"COLUMN,AND SHOWN ON SHEET _M•V• ..__-_c :____�._._ +•._ .. _. ,�„,. ,„,,,,-». ._ ,,,.N „,„... _ ._. ,x _,. ,,,,.,." .,, .., L7 00 TREE PRESERVATION AND REMOVAL PLAN.THE HEDCANOPV AV CONSULTANT - _- .. -..-+ N- -- OF THE DEMO TREES ARE NOT INCLUDED IN THE OVERALL SITE The GreeACOUSTlnbunch Group "^'" '•"-.^ ,: - '^ TREE CANOPY CALCULATION 1900 W.Nickerson St.Suite 201 .�...._____. __ T 206-378-0569 o- .-w . .. .-. �- .. „,,,... « ,. «.,.,.,., . • ... _- a.EXCEPTION-TREE#235 NORWAY MAPLE IS THE ONLY TREE -.-- Seattle,WA 98119 "., .,,- .., _ _ __ _ __ RECOMMENDED BY THE ARBORIST FOR REMOVAL DUE TO '^ "^ ,__.>, ...: , ... „. _ _ POOR HEALTH.THIS TREE IS LOCATED OUTSIDE OF THE COST CONSULTANT y - ,,,,-_____ ,. «•, „-_,_- •: a -" THIS PROJECT,BUT IS Construction Focus :« __ '¢- w H INCLUDED N THE DEMO PLAN. 740 Meader.St. •_ wx 4. ..."., ..»._..»_ - « " AREA OF DISTURBANCE FOR Eugene,OR 97402 .« ,.,... _ ,,.. ..„.,. «, •.., „ - j - 3. EXISTING TREES PRESERVED T541-686-2031 �.„ - EFFECTIVE TREE CANOPY OF G ---i-- -v. --'� - -- +' -., -'•^^+*"'^- `__ .ff -. . .- "-«,+_ _ pf�..- , » CANOPY DOUBLED FOR ALTOTALS IN COLUMN LTR ES AND STANDS GREATER THAN ...... ,-- .. 6" PRESERVED, CANOPY URBAN ALL ---- - - ---- -- " - - - -- - TREES LESS THAN 6"DBH PRESERVED(TIGARD UR u °.. ^-^^_ ,• ^+ ^• a. ^-, t .,, ,„., .. - FORESTRY MANUAL,SECTION 10,PART 3. I .. «,,.... __,....,. _ _ t 1 f. � � -ss - - - - -- - --t -- EXISTING PRESERVED TREE CANOPY IN SQUARE FEET IS CALCULATED "._-_. .r,.", .... _-... _- _ ___ _�»--• ._. ,..,.,-.. - I' s -_ - — AS FOLLOWS: v. ........... '" "' "", ,. --u -- - -- -• ..� +. .„, ... 2X CANOPY OF PRESERVED TREES,>6"DBH 77,671 SF ._._� �....-. .. .«, ' - ._.«. ._,.., SF A REVISIONS DATE «...« •„.....,.. -. '" `-` "" "-'-' "' "" - - -- •^. ^-• FULL MATURE CANOPY OF PRESERVED TREES, 6 DBH 1 SF °' '^• " °^' ^"•^' - -- PRESERVEDO TREE CANOPYCALC D CALCULATION TOTAL, 218,478 SF Shaping Future - . asn,e �, � PORTLAND �Camino 1 1 ,eaam,ms.z.+m FAS 00.11179 �FF�E��l% isGIST • C"�'T 010lmf F EXISTING TREES-PRESERVED&DEMOLISHED TREE DATA ‘OREGON kF 11/18/11 4PE Ate' ERPIB&11/aa/la TIGARD TUALATIN SD • TIGARD HIGH SCHOOL H 2I c w ; +c"'v„ N�'a.. "" PROPOSED NEW TREE DATA NOTES: 9000 SW DURHAM RD. co-,u,,.,.w,.. rr. .w. w,. sisss, so., ems.. .64 Fs......z .0. "w ..., ter,. ...., o. -- - TIGARD,OR.97224 «i u., m.wru. 64 a, �, ,. w, O. ..,.. vs*, m ,.., _ K iay -_ - -.- - - - -- ' ^+s EFFECTIVE TREE CANOPY OF PROPOSED TREES a e n .e aas taro o a. m- x, nu m sw."0mw« , c w21.111 n.. p as, c,.s ao�vs, a.,a,„,„,„,„ .„.,,susaw r„,,,,,rem , „ "v' "' •�'•"="'"e:a a„ u„,„n .e a r, c w, ,3s c e,we0vr0w ".r. _ TOTALS N COLUMN"MATURE CANOPY(FT')"REFLECT THE MATURE CANOPY OF JOB N0: 13910D0 u.. z , w. 4.,,,0m.w. a,.0....,,,.,,.,. xc-., m P. i 1 -uw -5__ wr ..:0 _cn , ,___c -,_.,» w, .0u.,wu ,,more _ EACH NATIVE TREE SPECES MULTIPLIED BY 125,AND NON-NATIVE TREE SPECES -w ...R _ w oc,-. z: riv - - --- ,u r i�$� - - -- E MATURE CANOPY(TIGARD URBAN FORESTRY MANUAL,SECTION 10,PART 3, ISSUE DATE. DUNE 3,2018 cu OW NM win 1ps" ' >, nn m,cs nam.r. ▪ .,-,wsww- r. i,, °,a :.v yr , _ _ M). Jurisdiction Stamp Area . nee 0.r-.a..o5..1.'1." r.' -..,.meer ,-- , uewnn..,.iu,o-i reu0....,m..m,.,u..w r v 0 "u tarn. ,.� .0 ssx w.•. z,.. u, w+ - u ^c • a,mr.0eanwr,e - ,"• nn ucw"�.0..uw, t,..0x.u.,ae.w. ie U - s, xcc.,n [ULCER u°rr - yss. 0m. zr*. w mr r ,,: cw cw. ,r, w. n,s wn.r,.r,,.,.w — ..Cr' x.�«,s - ,, z.. 1426264.93.40, M.O.s3vr.,<v„us.. _ r cut ram' yr - E 1 x PROPOSED NEW TREE CANOPY IN SQUARE FEET 6 CALCULATED AS FOLLOWS: me anessew+nw,c teas n,ccrz'ervr,,crr ar: au.. sm a» w v; «,v.,"..wmwv. fi,nor,sw.,..w um0 ,_. 7e cr•.. ,m, ,n ., a.. uewmmuw,. 7,1,00-Fenr _.. _ , rn,su,n,m ,. v>, ,x+ .,, a. 4,32 at a� c� :, _h : .5 .,.., ,s. .,, Y, n .0s,w ,.a, �,u- ,00.- __ _- _- _ - _ 449 Sf 1u axes o.w.«.wu ,c:nre ,0 .x 00.. ». .s: w 'In: ,,, "µ,me.,,, :coot.s<.w,,..„a, ..v „ ,_ _ -.- _ MATURE CANOPY OFPNONN THE TREESS 66,6665E a,aesvxn«wee ACES .c 0s.. a w --_ - n ,. - - _ w fi xnr urnwrnrsra s c. ras,m aoax _ z_ .0 a wv x rr „ nr. w c x uww,u, s Et u,aw.xomxw .o..� s.cw.. ..-- aaxa,eays, n. .wa w, as PROPOSED NEW TREE TOTAL CANOPY CALCULATION 132,116 SF ,,. u,0sfi.o-�. E .«,,,,u.sw«,0.mr„0.. .0 .zss 0s. -,Ts, _.,o-- >. rF,.cO .._-., ,s> '0... savx na ea—MM.: ,rs is ni a ° a ,ar,cerem 311, .< 3 7 .nessa.,,as wo..,...;,..,,. -_,..,r.v.,.,,-,...0,w„ ,,, ,m - __. s, ▪meem. • . ° Jaz .sea ea.,x:m .0 ase. .e. CC G WI• w u o, 00s.,e0 c .a m, 1 "'''' z, morn oo cviu .� Drat' - { — - — x .c s ,.. . orr _ w — TREECANOPY u 3. ' - c .m ,'",; a °"` I,Becky Strickler,attest that his Canopy Site Phin meets the requirements in ns0 ,u -.._ Rwrnow,r,wn , -r rick t a 41_,,,-a, 0k u,,, -.., - ,,,J-v�,_ a„,„ .fir ,,,.stun, .r..wrA,».,,,., „ ,. ,rz ,..., r Section 10,part 2,of the City of Tigard Urban Forestry Manual. DATA N 022 a. ci»wo - __ ,., w 331 - ._ m.- a,+: ..s. e. ...co ._ . ,an va .w. — - wuusx WW2. - -_ ,2„ , ..n c„r0.,.",.w.. a..-c,00,..,<,« s,: za..v,. a,r,,auuw,. .7, M., >s. conc. a,..,vn.0. ,r, n z>w ,,,. _... ,. ,«, cm. .>00 w, n. m,00,,.,<0w n,,,0w�.,m..,, >< ,w z... 0,,, ./. U 4,11/ Becky Strickler,PLA PROPOSED NEW TREE DATA DDatif Certified eNcmtecl:0R759 CO L4.02 — .' — g 4oa SW DURHAM ROAD ....i..,r. .�.r., �°'r, sz•.'✓„/..o .i,%.4.4y G ,/ r4....Na...f/ �fr....v.,.,.r.-• ... ,. J/ '�" ;�a� r ,''¢'�''�•G': f%�,;'•r�,f. , �� � „�I�'�"�J / `. i..Or ♦, f �� . %I • �//���' �Ty Nl'/'�!ifN/�/r�N /////� b///� //�+�� //.// 1/U� +% /l� , ' i � - R.O W LINE A'. f /i2 ,/ �� r� / ,ry YSSLG4ts .- � /%/i/�/ %� //�/�/.//�i/ �r r;, ls��0... ,//�i/ /,/ ��� 1%%% � arch/ �� ®®�Ir�AlI�r�®� ,�A 111 t t 11a12 ,�/K i'� d�ii`EP b�•®� ®i!!� •z%� f, „ 'r Y r 7.. / / /? %9 .9 /r "ao ,r c/ / <J-•;: ,��;:-, •./ / // / /;:<:<, 9 /,. /'�i, ; '6y"O/rr.r//ir•�'r '�s3 'Oir�,/ %'t% . a � •.H '. _..:, i r,. /,/�,er.,. rr r/ ya,./re.,, G,9i../i, ,. /�,.. . r /.',J � •�'r',r; 1T.,/%r,'O'1).4.Pi:''-.1 ....>r.,.r' o-9/ ,v... ,A'. G,......{rY//„G ,....., ,r /�;:•.. ..:•./•9'4, •, LL :,,,.,",../.lr.._._.. ../ •i._. r,-='--., rle..r•_�,... ...•�...,.r,. ,_,_J.,_�A .,..,J.'E_..._/,- ,.., ./' fr ;,.fr ./ ,!./ ,,. r.•../ �i/G,�i,. /�� „ � /�/ ti,//. .../.��a/.'.'.., n .1 /...a i./.1 .e ,..�..____ � -. �..r/_/ .f.� q ; p p' /,Y /r�L.� / / b/./.. ..i.�, 2:`d'�./4�'G�s�c./�r.r /a.N�:.L.�'�...irkl.�.k�!>;c/...cc.//.//.r/..�I../l�!/.L?�. ./ ,: r1 / r:>•.•/ ► � � ��P r �r%i /y 721 NW 9TH Ave,Suite 350 /�� �` r /j:/rr:: if// /. 7� �, i� 7 4 p// / i Fa '•�. �� � � � �� iJ "/j — `' ///,/ �'i/ ��� ��.� ���. �� -` — '^� ,�r Portland,Oregon 97209 i �� 30 � 30 03, �, 304 305 306' • 0 I ///� '/308 309 � ��� ` ���-��������// T(206)340 9500 F(206)340 9519 310 311 312 313 314 315 376 '� �jYI 394 '�, 317 y 318 319 320 321 322 L'<I — CIVIL ENGINEER&LANDSCAPE /. _ _324 ��S poi — Cardno I, 1 ryy/p,��r ��� v, �� Air4 Too. — 6720 SW Macadam Ave Sute 200, `/` � 1%////.% /�� _ Lf�tf��`w�� ..�•c^�'"'" Portsnd.OR 97219 / 393 r...r;��: 'it i i l:I o+. n®V a>1MI8�.; • •'"+ :::::.•.i.:::141;1•• 4° - .ii� ". v _.—. •, ` -.. _ _ 4 T(503)-419.2500 '// ' % i� STRUCTURAL EN NEER ineers •� _ % 326 r �, / / � �ae. e - 500 NE W'B95t,6uie 412 e1 F POM16nQ OR 97232 ' �i11 WO 392 /%` %� - 327 /• I/ '7 r %/� .-.��N�� T(503F4fi7d960 •,// r -a . =`L 1/ MECHANICAL ELECTRICAL& 1�'�y� COVERED SOIL ' •,y\ r: VOLUME UNDER �/, '. / PLUMBING ENGINEER hi P / r //A '323 %// /I — I� ° Glumac I���,, 391• CURB i�< % / 900SWF8h Aye,Suieifi00 /, / �/�' Partbnd.OR 97204 � �✓� 11 �% 1i111! /� T(503 2275280 y/, r. 329 o I' I '� J\ ODE 328 j%jr r' FOOD SERVICE CONSULTANT 1%-011'1 61 � % 405 'j su !' STORMWATER STORMWATER Webb FOOdaervl0e Design uJ 1 390 %I 11- :'IMPLANTER PLANTER/ i Portl Sd LafRaye 2021. Z I uJ fr• �I TIGARD HIGH SCHOOL ail•: y Jr1 e � lit � Partlan,D Q 4 a1`v, ,, � ( F 566 Is T 503 236.8 ,'d ACOUSTIC&AV CONSULTANT Z 395 '�7 \\ 11/'� Mt 331 ryli 03 ��`�.b ,,, - �j The Greenbusch Group ° . ° SOIL VOLUME SUMMARY 11 i� �1 389 / 330 y���/ / \ �-1I,1 • 1900 W.Nekerson Sl-Buie 201 rn LANTERSTORMWATER Y Y �j ,/� Sea6E,WA 98119 -9961?,..11.1. 1 /", PLANTERj �y�1 'pq.�a jr / �/ ��� OPEN SOILVOLUMET206378-0569 !///� / ,,,,//" AREA 333,004 CF✓rJ 6 / . 33j � <'�%� ;�'�.;'y1: 0 ��,.,�1'.il€$;4Rr•.ki E@'i1! -it8 ,� 1.." COST CONSULTANT '/ —r� , ;/ J _ — /, r ,+,,• COVERED SOIL VOLUME Construction FOCUS (// j � 4l. 'FF AREA:1 911 CF — / �// / Nr'f,: 760 Ah�atlen St. 332 333 334 335 BpEugene,OR 97402 r_ FOLLOW SOIL VOLUME STANDARDS SET FORTH NTHE e'y 't E' STORMWATER CITY OF TIGARD URBAN FORESTRY MANUAL T54t.fi86.2031 339 340 341 342 343 344 345 :''—PLANTER =I 338 /" FOR INDIVIDUAL TREE SOLL VOLUME DATA SEE SHEET L5.01 j �r'r'..•/ , / %i ce/ %/r %i////� .i Rio • 9'`�/�, %�� �%� 347 �@%I.''�/yam/. 348 349.4 ""%/� \\ rr % Ifilfl 397 '�•�f�/ ._ ��346• / I�% • ,/ 'k�\ \e <� \ 111 IJ �' `; / / Ia �.. \ \. ,Q • v 11 l 388 ,.W % 'r•/%//, 's - I I.Becky Strickler,attest that this Canopy Sic Plan meets the requcements it 39gfilreill*',,,,F.,,,9 ♦ COVERED SOL Be L. Ine L4 \\ \\ 0 •//. �'.f Section 12 and 13,of the City of Tigard Urban Forestry Manual. Q# REVISIONS DATE ✓/I VOLUME ����Y+!/¢'I. UNDER CURB �%� 350 A�� 352 351 j�� 376 \�I /jJ' / f f flt. / CI ij; `/I COVERED SOIL �� Camino 11111410 f�'l, VOLUME UNDER �/1. � � �/• \ j�/ •111f399 % l' STORMWATER 7i "////�� \ '�/ I��i,-✓/ I >+�Mr4• .% CURB ,'/ PLANER 1/ ���`" 1 I j �// Qiv /G / � /I 1 rI STORMWATER \ j%j j// • PORTLAND NsfuWN r � 387 ',•' i % '� ' I • \ FLAMER \ •-./ / - ill Becky Sidokier•PLA ,rN, ,j� 1 jIr �� /b II .%%�//�i,� ffl Certistl Landscape Archiect:OR 759 ` ""�A°""' sn�s yJ�l�� .. /-.% A',r % ! > 406 / %rj�� j••:. 1 Date:61132018 .,.�•�9n 400 h\LY, 4% j /j� j�� I� %///%,I,X iir 7 , ', 375 Ii 54' j j/'.fll /1'.4°'''gt,r1111 �u/ / liL..O,.,,,$ /A.// %,.,�I./ h ,,>t © ��' ✓•' j j , E 1STFi.,.,® .✓ % h►f° c 6r\ $6 �. �ri��1�i. " "'1 �.�3cl�I�r. lir i�irr �/%/ '' F' ,�irJ. F LA759 d Ix "l✓/r,/•/ al % A,K A, /II 360 I Ahs ••"'./j �'4 1 _ 4 •' • ,'�\ CCET SrRICgBR� ,/ i;� �/�� i�� 362 � � �,r ,3� I7 I \\ :• �.y OREGON �,'010L !/ � j� / 7a Saozif ,I.0, ;.i q%� R' %/� G,� / 3 \ 7a/i1,yt ate `• ..,;,,...,,,I Yr/ / � " / / 40 EXPIRES It/so/te 403 CURB COVERED SOL /f, COVERED BOLL '/° j/�� ''' ` r -y ;>/ INTERIOR COURTYARD ' � /'rVOLUME UNDER ,/•• VOLUME 364 %%R, 365 366.•/ /� //• riff ••,. / ' ''ll1. TIGARD TUALATIN SD UNDER CURB / ar 'IL % � ErS'/�=Aye5 I!%IP 1 •�,, TIGARD HIGH •/ /�.�/r'1 1. /��//,'• 31 372 373 !' ///y,,: ., -•��; SCHOOL �/ STORMWATER ////, f. G / �� STORMWATER /' I j Gr '/!/PLANTER j PLANTER �� 370 3 • r f f./�` rf, / 379 380 381 38 �j• r, .�I vs ♦ COVERED BOOA LL "/ 383 / — f\i;/i///��384 VOLUME '/ .�•+•"" Y., �% . ••r!!. >' % UNDER CURB378 is f' / J/ •yct � �J j/� �����j �� / 0",Apr e •.0 /4 y.� / \ 9000 SW DURHAM RD. ►.-../l! �� N// % � I //NHS//.• ///i' t Q. O I \e —— 377 /i� // ���i/r. L� �. TIGARD.OR.97224 I 1 il R.O.W.L� 367 36g ', // / // rQ\�/ /'%+ Z ISSUE ATE: JUnE 5 tODo I I i /.. � it / —' • s= W 144Tc. I Li j2 1392018 :_,.: __—..._. _ . ../ �' ,, 93f q Nxiw^' Jurs p ,.. __—'--„. diction S ea 1 .. �°I16vuMMW1q i/ .// _ �, ram Area r /,II� it `i� %/f0vv, • '' \ .Y.ICI�� � `� b /. 1 JOTEALL HELD , ,. 4,4740,,,:, . r , 4 ! A I' ! ! I/ II i' ~ TREE SOIL � ' j;t . J Y # il ® \ - v VOLUME PLAN SCALE:1'e30' - 30 15 0 30 L-- __ _ 1 LL . �I KEY MAP Q� L5'oo SCALE:P.400' �J bassetti architects 721 NW 9TH Ave,Suite 350 Portland,Oregon 97209 T(206)340 9500 F(206)340 9519 Tree ID Parking Open Soil Covered Soil Total Soil Tree ID Parking OpenSo8 Covered Son Total Soil CIVIL ENGINEER&LANDSCAPE Number Tree Type Tree Species Area Volume(C.F.) Volume(C.F.) Volume(C.F.) Number Tree Type Tree Species Area Volume(C.F.) Volume(C.F.) Volume(C.F.) Cardno 301 PONDEROSA PINE PINUS PONDEROSA NW 3,813 0 3,813 328 GINKGO GINKGO BILOBA NW 2,391 0 2391 6720 SW Macadam Ave Suite 200, 302 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,745 0 2,745 329 GINKGO GINKGO BILOBA NW 1,812 0 1,812 i(5land.OR 50019 T(503)-019-2500 303 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,973 0 2,973 330 GINKGO GINKGO BILOBA NW 2,790 132 2,922 '.. 304 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2.973 D 2,973 331 GINKGO GINKGO BILOBA NW 1,800 0 1,800 STRUCTURAL ENGINEER 305 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,973 0 2,973 332 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 1,731 132 1,863 ,. Catena Engineers 1500 NE rvlrg St.Suite 412 306 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,973 0 2,973 333 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 1,731 132 1,863 ' Pan8nd,OR 97232 307 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY' NW 3,591 0 3,591 334 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHWO' NW 1,818 132 1,950 T(503)467.4980 308 PONDEROSA PINE PINUS PONDEROSA NW 2,526 0 2,526 335 MUSASHINO ZELKOVA ZELKOVA SERRATA MUSASHINO' NW 1,074 0 1,074 I MECHANICAL ELECTRICAL& 309 PONDEROSA PINE PINUS PONDEROSA N 2,811 0 2,811 336 VOID PLUMBING ENGINEER 310 OCTOBER GLORY MAPLE ACER RUBRUM OCTOBER GLORY N 3,507 0 3,507 337 BIGLEAF MAPLE ACER MACROPHYLLUM N/A 6,402 0 6,402 i Glumac 311 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY N 2,241 0 2,241 338 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 2,664 0 2,664 900 SW FAR Ave.,Suite 1600 31.2 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY N 2,241 0 2,241 339 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 1,854 15 t,869 : Portland,OR 97204 T(503).227.5280 313 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY N 2,241 0 2,241 340 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 1,854 15 1,869 314 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY N 2.241 0 2.241 341 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 1,833 0 1,833 i FOOD SERVICE CONSULTANT Webb Foodservice Design 315 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY N 2,241 0 2,241 342 MUSASHINO ZELKOVA ZELKOVA SERRATA'MILRASHINO' NW 1,833 0 1,833 3700 SE Lafayette Ct. 316 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY N 4,446 0 4,448 343 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 1,720 0 1,720 Portland,OR 97202 317 PONDEROSA PINE PINUS PONDEROSA N 6,378 0 6,378 344 MUSASHINO ZELKOVA ZELKOVA SERRATA MUSASHINO' NW 1,720 0 1,720 T(503)-2366566 318 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 1,569 In 1,746 345 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 2,985 0 2,985 ACOUSTIC&AV CONSULTANT 319 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 1,569 177 1,746 346 BIGLEAF MAPLE ACER MACROPHYLLUM NW 2,526 15 2,541 The GreenbusCh Group 320 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 1,569 132 1,701 347 GINKGO GINKGO BILOBA NW 2,292 0 2,292 1900 W.Nickerson St.Suite 201 321 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 1,569 132 1,701 348 GINKGO GINKGO BILOBA NW 2,292 0 2292 Seattle,WA 98119 T 206378-0569 322 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 1,569 132• 1,701 349 BIGLEAF MAPLE ACER MACROPHYLLUM NW 5,979 0 5,878 323 PACIFIC DOGWOOD CORNUS NUTTALLI/ N/A 4,941 0 4,941 350 GINKGO GINKGO BILOBA -NW 2,895 _ 0 2,895 COST CONSULTANT 324 PACIFIC DOGWOOD CORNUS NUTTALLII N/A 2,421 0 2,421 351 GINKGO GINKGO BILOBA NW 2,895 0 2,895 Construction Focus 325 BIGLEAF MAPLE ACER MACROPHYLLUM NW 2,514 177 2.691 352 BIGLEAF MAPLE ACER MACROPHYLLUM NW 9,858 0 9,856 740 AH,aden St. 326 GINKGO GINKGO BILOBA NW 2,574 132 2,706 353 OCTOBEP.GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,010 15 2,025 Eugene,OR 97402 T 541.686.2031 327 GINKGO GINKGO BILOBA NW 1,944 99 2,043 354 OCTOBEP GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,010 15 2,025 PAGE 1 PAGE2 ' /\ rREVISIONS DATE ( EV I / �'rafed/)O Shaping the Future Tree ID Parking Open Soli Covered Sell Total Soli Tree ID Perking Open Sell Covered Sell Total Sell i PORTLAND Number TroeType Tree Species Area Volume(C.F.) Volume(C.F., Volume(C.F.) Number Tree Type Tree Species Area Volume(C.F.) Volume(C.F.) Volume(C.F.) rz m+r �•�-,+_ OR vn,v 355 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,130 0 2,130 382 GRAND FIR AB/ES GRAND'S N/A 8,229 0 8,229 '""'`'®itli'm" 356 OCTOBEF GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,130 0 2,130 383 EASTERN REDBUD CERCIS CANADENSIS N/A 2,721 __ _0 2,721_ �G15T$p� 357 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,130 0 2,130 384 OREGON WHITE OAK QUERCUS GARRYANA NW 3,996 0 3,996 v m La76 -`D 358 OCTOBEP GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 2,130 0 2,130 385 OREGON WHITE OAK QUERCUS GARRYANA NW 4,734 0 4,734 /4rc/^ax, 359 OCTOBER GLORY MAPLE ACER RUBRUM'OCTOBER GLORY NW 6,729 0 6,729 386 OREGON WHITE OAK QUERCUS GARRYANA NW 4,734 0 4,734 36_0_ BIGLEAF MAPLE ACER MACROPHYLLUM NW 5,466 0 5,466 387 OREGON WHITE OAK QUERCUS GARRYANA NW 4,734 0 4,734 r OREGON��i' 361 - BIGLEAF MAPLE ACER MACROPHYLLUM NW 1,962 15 1,977 388 OREGON WHITE OAK QUERCUS GARRYANA NW 4,284 0 4,284 - 9Q. 1n/Lept 4- 362 GINKGO GINKGO BILOBA NW 1,614 0 1,614 389 OREGON WHITE OAK QUERCUS GARRYANA NW 1,953 0 1,953 '. "C9j E+ A7" 363 GINKGO GINKGO BILOBA NW 1,650 0 1,650 390 OREGON WHITE OAK QUERCUS GARRYANA NW 2,724 0 2,724 OHM 11/310.8 364 GINKGO GINKGO BILOBA NW 3,114 0 3,114 391 OREGON WHITE OAK QUERCUS GARRYANA - NW 2,724 0 2,724 365 GINKGO GINKGO BILOBA NW 2,376 0 2,376 392 OREGON WHITE OAK QUERCUS GARRYANA NW 2,724 0 2,724 TIGARD TUALATIN SD • 366 BIGLEAF MAPLE ACER MACROPHYLLUM NW 8,156 0 6,156 393 OREGON WHITE OAK QUERCUS GARRYANA NW 3,300 0 3,300 367 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 1,761 15 1,776 394 OREGON WHITE OAK QUERCUS GARRYANA NW 3,768 0 3,768 TIGARD HIGH 368 MUSASHINOZELKOVA ZELKOVASERRATA'MUSASHINO' NW 1,761 15 1,776 395 KATSURA CERCIDIPHYLLUMJAPONICUM NIA 1,605 0 1,605 369 MUSASHINOZELKOVA ZELKOVA SERRATAMUSASHINO' NW 2,049 0 2,049 396 KATSURA CERCIDIPHYLLUMJAPONICUM N/A 1,509 ___0_ _ 1,509 , SCHOOL 370 MUSASHINOZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 2,448 0 2,448 397 KATSURA CERCIDIPHYLLUMJAPONICUM NIA 1,302 0 1,302 371 MUSASHINOZELKOVA ZELKOVA SERRATA MUSASHINO' NW 1,950 0 1,950 398 KATSURA CERCIDIPHYLLUM JAPONICUM NIA 1,614 0 1,614 372 MUSASHINOZELKOVA ZELKOVA SERRATA MUSASHINO' NW 1,950 0 1,950 399 KATSURA CERCIDIPHYLLUM J4PONICUM N/A 7,506 0 1,506 373 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NW 3,450 _ 0 3,450 400 KATSURA CERClD/PHYLLUM JAPONICUM NIA 1,506 0 1,506 374 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' N/A 5,52E _ 0 5,529 • 401 KATSURA CERCIDIPHYLLUM IAPoNlCUM NIA 1,506 15 1,521 375 MUSASHINO ZELKOVA ZELKOVA SERRATA MUSASHINO' NIA 7,440 0 7,440 402 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 1,293 0 1,293 L.L.I 403 KATSURA CERCIDIPHYLLUM JAPONICUM N/A 5,433 45 5,478 a 9000 SW DURHAM RD. 376 MUSASHINO ZELKOVA ZELKOVA SERRATA'MUSASHINO' NIA 9,873 0 9,873 TIGARD,DR.97224 377 GRAND FIR ABIES GRAND'S NIA 4,404 0 4,404 404 KATSURA CERODIPHYLLUMJAPONICUM N/A 2,699 45 2,744 405 PACIFIC DOGWOOD CORNUS NUTTALLII N/A 4,716 0 4,716 JOB NO: 1391000 378 GRAND FIR ABIES GRANDIS NIA 7,140 0 7,140 EASTERNI- 379 GRAND FIR ABIES GRAND'S N/A 9,036 0 g,036 406 REDBUD CERCIS CANADENSIS N/A 6,240 0 6,240 z ISSUE DATE: JUNE 13,2018 407 EASTERN REDBUD CERCIS CANADENSIS N/A 6,630 0 6,630 380 GRAND FIR ABIES GRANDIS N/A 9,837 0 9,837 LLI Jurisdiction Stamp Area 408 EASTERN REDBUD CERCIS CANADENSIS N/A 7,917 0 7,917 c 381 GRANO RR AB/ES GRANDIS N/A 10,269 0 10,269 TOTALS 333,004 1,911 334,915 W 0 PAGE 3 PAGE4 CL PROPOSED NEW TREE SOIL VOLUME DATA ~ TREE SOILS _1 I,Becky Strickler,attest that this Canopy Site Plan meets the requirements in v V0 L U M E DATA Section 12 and 13,of the City of Tigard Urban Forestry ManuaL 44.5.,W,---_ U- - U_ Becky Stnck6r,PLA --1 Date:6//3/2001cape Architect OR 759 18 D L5.01 li — o 0 INS 1 1 < -i g N92NJD AVE SW DURHAM RD _ ---_- w 1,+ Ste24+84.09 ::+V 'a+x - m - _- - _ ,.rm _ __ .._ - _ - __ ✓ - --1 - - I- , - ___ - - - 95.0' ---. J=�� T _ I I 1 I LU a wQ -_-_RA.W. - _ EA 0 85 cg EC DURHAM:11a8D.10� -- _ - SEAM Z 3 m 8 9TND'24+6224 1 22D' © 6 V 2 H <g 1 d2 DURHAM:11+4484 - - -� I f � ___—I__ J R g 6D dOD' 6A O SDO- •92ND:24+47.71 -- 50D' .-._ - _[.- - -� = 0 a 7$ -_ --- HALF ., _ ::r. - I- RA.W. 195 -r �___. LDA:430 SF a • c a hi. • - 200 ,. 2}8D - 11 I 5 �, STA:14«0991.2789'R 11 20.00e...- R25.0' 160 PUE -__. OS i - y9 HL �` SW DURHAM RD STREET PLAN z WNor SCALE:1"•20' I 20' 10' 0 20' < G U W Z I- �_ STA.11+79.19,2193'R __ (n 039 cc CC C) 205 , 2NB-AYE PRBFLE - _ o oo _. •- -.__- __ - ___ - _ - - 205 Ct 0 A 11 9280 2193'R hi =y,� - - STA14 96.41,22D0R__ _MATCH EXGTNG GRADE _ _ _- - -- - -..._---. -.- - __--. EXGT LOR _- _orEX GRx wF 200 -.-- ___ V 1 NG FLOWLNE EX a; 6TNG GRADE @ STA•14+9783,22 R 200 PROPOSED TOP -- - -- FACE 046%�- -- -- FA FACEOG UR - __--- --- a ENTERL P -_ -- PROPOSED TOP --.--.-- - - - - - -__ _ I C N E 9823 45% OF CURB TOP _____L - _�.59%- --077% --- _ _ FACE OF CURB ---___ - 0,77,y O STA9b+7T17 D0-R - .____. ...__- .:- - - _ �_.___ EXGTNG GRADE Q -__ - _ r- \l J Z .—. _— _.. _ DRNENAYGFN-T�RI NE — `EXGTNG FLOWLNE ! , PROPOSED FLOWLNE r , CI) �,J Q 195 - - EXETN PROPOSED ADWLN'E CLEV:1D4D6 - _ - -_- 195 Z STAid+97.13,27Bd R �•TT^^r- J __- ----`-_ _ — EXGTNG GRADE Cd \^---�Xc '7.'-. v-'r A._ __—__ <( CD ___._ _ .—____—__ .__ _ —. _ -. -. __ __ __— i— STA14+�97.LEVII9 CSP 00081 8"PERfORATFD'IP BE PPE SELEV 51919 T3508DR I�-. w A ELEV192D9 STA-15.49.19 7 • �_-_- y `J EX SDMM.2m1(48^0j —_ __-- — 0 0 0 _ __-- -_- E CC C51 SDOV.2(BEEHIVE NLE 190 T) . i • SDAD•2(MODFEI)CG30) $TA:15+46.71,2423'R Q —_ - _- _.._ --.-__ DURIIAMTID - - --- EOUT12' 19780 DURHAM RD STA;15+02.88,2350R RM.19755 O RM_19826 E N(8"W).194.10 SUMP.19555 �� I- 185 ._-._.-.- -.-.._. ---. -- --_ _--.-_._ ---__ _. -__ —-_.._ __ -.-- - - -185 > m 180 �'. 180 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15*50 16+00 16+50 SW DURHAM ROAD PROFILE HORIZONTAL SCALE:1'.20' 0 F VERTCAL SCALE:1".4' I- g CONSTRUCTION NOTES STORM SEWER CONSTRUCTION NOTES EXISTING LEGEND PROPOSED LEGEND C _ El CONSTRUCT 6'STANDARD EXPOSURE CURB PER CITY OF TGARD DETAL 125 ON SHEET O CONSTRUCT STREET SIDE STORMWATER PLANTER WITH 2'FREEBOARD,UP TO 16" .CURB LINE -- .RGHT.OF•WAY ADJUSTMENT w C730. STORAGE DEPTH.18"GROWNG MED UM,3'CHOKER COURSE AND iS DRAIN ROCK WITH -EXBTNG BOUNDARY LNE .PUBLC UTLITY EASEMENT(PUE� o MPERMEABLE LIVER AND 8'DIA.PERFORATED DRAN PPE.SEE CWS DETALS 795.1 AND r E CONSTRUCT HEAVY CONCRETE PAVEMENT COMMERCIAL DRNEWAY AND CURB PER CITY 798 ON SHEET C7.41.SEE CROSSSECTDN ON CWS DETAL 795.1.CHECK DAMS PER PLAN -EXGTNG CENTERLINE '0 _ .EXGTNG RGHT.OF.WAY LNE STRPNG _ _____ _ _ l^ OF TGARD DETALS 143 AND 145 ON SHEET C730. AND CWS DETAL 406 ON SHEET C741.BASE WDTH AND BASE AREA PER PLAN. - __ v, -SECTION LNE -CURB LNE �,.�. o ECONSTRUCT CONCRETE PAVEMENT SIDEWALK PER CITY OF TGARD DETAL 1200N SHEET O INSTALL MODFED CG30 CATCH BASIN NLET SEE CWS DETALS 403 AND 795.1 ON SHEET .FENCE LINE.TYPE AS NOTED ,i .CONCRETE PAVEMENT z C730. C7A1. •STORM DRANAGE LNE III' f' -• .'I µ,+II.•-m.-` w -SANITARY SEWER LNE ®E N .PROPOSED PEDESTRIAN CROSSING I • -% 4 ED PROF ❑4 CONSTRUCT NEW ADA RAMP WITH TRUNCATED DOMES.SEE CITY OF TGARD DETALS 126 O4 INSTALL BEEHIVE INLET OVERFLOW STRUCTURE.SEE CWS DETALS 405,407 AND 795.1 ON10111.14 \ s' �c 'lEP ESS pmj -TRUNCATEDDOMES '�_, 1 4, E q AND 7460N SHEET C730. SHEET C7.41. -UNDERGROUND WATER LNE ;* CiS aGINEF �Oy9 -UNDERGROUND FEER OPTC LEE - W @ 78628PF 8. 5 INSTALL TRUNCATED DOME DETECTABLE WARNNG SURFACE.SEE CITY OF TGARD DETAL •UNDERGROUND NATURAL GAS LINE 13 128ON SHEET C730. 10 CONNECT TO E%6TNG 12"STORM MAN WITH NSERTA.TEE ADAPTER PER DETAL 5300N -LANDSCAPE AREA ,t - . ,1. > JgitaI Mall Laves SHEET C7.A1.CONTRACTOR TO VERFY LOCATION AND EVERT ELEVATION PRIOR TO ANY I -- • at 201B.0• - -EXGTNG CONCRETE SURFACE I' r� j; O - 1OGEGDN58 .•0 �0' 'm CONSTRUCTION ACTNITES. -STORMWATER FACLrtY �/ E NSTALL 6"EXPOSURE CURB AS PART OF LDA STORMWATER PLANTER. -STORM ORAN MANHOLE J ,� iL_ CC r4 0 q;o'� 1 •SANITARY SEWER MANHOLE •STORM DRAM LNE + a a4�THEWC E - -CATCH BASE D'{ -STORM MANHOLE /` .FINE HYDRANT --J HENEWS.I t/J 2019 WATER CONSTRUCTION NOTES sTREETZGHT(COBRA ARM) @11; •CATCH BASF/ E�? O PROTECT E%6TNG HYDRANT N PLACE DURNG CONSTRUCTION. - •STREET LGHT JUNCTIDN BOG w -DOMESTC WATER LNE - DATE 106/282018 UNDERGROUNDNG NOTE:NO OVERHEAD UTLITY CROSS NGS EX ET ALONG SW DURHAM -TELEPHONE RBER Fw -FINE WATER LNE — DRAWN IKNV ROAD FRONTAGE BETWEEN SW 92ND AVENUE AND SW 85TH AVENUE. -TELEPHONE MANHOLE Cr .GATE VALVE �: - - - J DESGNED I KNY . CP_ CABLE TELEVGDN RGER + .UNKNOWN UTLITY VAULT lC -FRE DEPARTMENT CONNECTION a-15- U CHECKED MCL a a c�i .MALBOX FINE HYDRANT _ ----- - - --- Q PROJECT• 1 21712810 ,-,7 SANITARY SEWER NOTE:NO PUBLIC SANITARY SEWER MPROVEMENTS.NEW SANITARY -SUN POST - '>r� LL OS_a SEWER CONNECTS TO EXGTNG MAN ONSTTE WEST OF THE AUTO SHOP. .DOUBLE POST SGN .REDUCER SHEET TIRE o •CONFEROUSTREE 0 DURHAM WEST P&P r 52 KEY MAP ;o17, -OECDUWSTREE —I SHEET NUMBER L- E SCALE-1,400' CO 3 D C7.00 S LAND USE• CUP2017.00006 1 i. - U " = • ► - SW DURHAM RD _. '' ,- ' .. __ -' i H- t7+0. _-_-� 10.00 19+0 /,, �- L _.- zwaa znoo rz o9 m LIJ = _ R.O.W. 65T 33D' 6D' 40D' 6D' 483' 9 - Q M 1n 1-- - ..., 1 Z U R;8 = 22D' /� SDOV-3 © SDAD•41:1 SDAD-4A 1- SDAD-3© (�) SDAD-3A O 0i © O O 4a0 - - - - 0S 6 LL J - 19 - ' w.' sue, - M' --- --_-_ - d 3 2 - 50D T, 10 r tl _ - 17.1' _ I IFIMIii -: - HALF - 1 a• _ ..- _ - _ - -.. Q ROW. 195' _: - / O 19.4' "- - ©^ OVA r .: - \\STA:18,2(4,`,28D9 --- �/� _.-_-__ - _ �y -91_ '\ 8 _ Fr STA:iB+58D82872'R L----- inem - - Q - - - ' - - 16.0PUF 05E Ai/ 0 I / ' / // [ T. � -r - �� O_ ,,./- • i, 1 141 I- Z '� SW DURHAM RD UTILITY PLAN z W SCALE:V.21Y -- - O ~ U 20' 10' 0 20' N W - CC Z O CO 205 205 EXISTING LEGEND _ PROPOSED LEGEND W Q CI -- - ----- - j--' - - - '-- 1 .CURB LEE -- .RGHT•OF•WAY ADJUSTMENT 0 0- J ARY S�k•1T ELEV.1955R1- -`8 STA.18«6451 22D6'R - STA-.19--- - -- - -- -EXGTNG CENTERLIAE O --- -PUBLC UTLITY EASEMENT(PUE) -. cc - - � -- t12DB,2tBtl H - ', •EXGTNG CENTERLNE .STRPNG G --- -_-STA47-41.51-2199'R ELEV• I.•194D9 E%GTNGRGHT-OF•WAYLNE --- 19430 • •SECTION LNE - - -CURBLNE J I BEG PUBLC EXIVTNG GRADE• _ 0 200 -- SIRE FRONTAGE MPRO M N S PROPOSED FLOWLNE SDAD•3A(SUMPED CB) SDAD-0A.BUMPED CD) •FENCE LNE,TYPE AS NOTED - -CONCRETE PAVEMENT 0 EXISTING GRADE ( U) - -- _-. -STORM DRANAGE LNE STA 18+O.B6 2353'R STA•18+2718 �' @ CENTERLNE S_______2355'R E%GTNG TOP PROPOS DTOP _ __ _ __ "BANBARY SEWER LNE ■0 -PROPO6ED PEDESTRIAN CROSBNG I FACE OF CURB RM•195 STA.19+3647, -0URHAAMRB- - - •UNDERGROUND WATER LNE -- _- - �� • .74 ELEV.1952 RN STA s 6STREET_ 22&tR - .TRUNCATED DOMES Z - _ 1.15°1_ ---^ 1 I or _ 1 ., .t -19331 .UNDERGROUND NATURAL OPTC LNE 195 -j -- --- - -.--- - ELEV.19378 FRONTAGE LOVME •LANDSCAPE AREA FACE OF CURB EN �- --- 146h -146% FRONTAGE MPROVEMENTS -UNDERGROUND GAB LNE - ----- - - - _ L - - 195 .EXGTNG CONCRETE SURFACE J E%GTNG FLOWLNE ELEV 19422 ------ - _ 36%-- 7 27% STORMWATER FACLRV _ z --_ _ - - _..__ < � z -i SI STA]8+ 74 tOR I��I�® -- __ _CAT01 DY R -ASN --�'_ -STORM DRAN LNE v O E -- MANHOLE FRE ELEV:i 99 R - 85 ... _ _ - -- MANHOLE RLNE IIITEtLEV 9253T STA-I]+fit 512]�9� rt Imo/ SIAA}1&2DB DBY � .STREETLGHT JUNCTION BO% •STORM MANHOLE / 1 I- O 190 EI71 21191Z0- STA17+99 6 2 9822 8 PERF.PPE B'PPE ELE•'1912T STA:f9 EL+1YD7-26D875 I 11 190 STREET LIGHT(COBRA ARM) D' -CATCHBASN Q J 0 S A.17+fi151, r • DOM ELEV I89.43 GTA:19+12D7,2808 R .01 • WATERCW NE D SDAD)(MOD _ __ _ - STA.iB+36 r FIRE FI FV_18953___ ATERL -- - --- --- 9936,2806R _ _ii . - ELEV:IB •TELEPHONERGER wATLNE ( FED CG30) STA:17+-- -- -- - 1+ 953 -TELEPHONE MANHOLE Q -GATE VALVE f o m /n Q STA:17+63.17 2350'R ELEV:189U5 8`PPE •CABLETELEVGDN RIVER V Ll �r I DURHAM RD - - - "FRE DEPARTMENT CONNECTION RI41.196.15 SOOV3(BEEHIVE INLET) STA:19+36D1, -UNKNOWN UTLITY VAULT DL R- CL I- � STA:18+2495,2429'R - -MALBOX -FIRE HYDRANT - 185 - - - __- --�URHAAIRD DURHAM RD STA:18+3938,28D8'R _SDPA4�MODFEII Cl09S._ FI FAA-18759 _ PPF STA'1Q«fiO3A 7817'R •18.5 •SGN POST m RM•194.72 RM•1b446 ELEVI87.18 - "DOUBLE POST SCR ED •REDUCER EN(8'VvJ.19130 - -----E-1414TSW).48836 STA:19+1792,2358'R SDOV-0BBEEHIVE NLET) _.__ - - -E DUI BS -18310 DURHAM RD - -CON FEROUB TREE -._- E N(13W)•18833 STA:19+58.13,2438'R -- ---- t E OUT(12"E)•18824 -+--- -----�RR7'-794DB-- DURHAM RD -_--- RIO-1aa53 - -DECDUOUS TREE E N(KW)•189.60 _--.-.- EOUT(B"S)•189.40- 180 180 16+50 17+00 17+50 18+0D 18+50 19+00 19+50 20+00 SW DURHAM ROAD PROFILE 0 HORIZONTAL SCALE:1'•20' VERTCAL SCALE:1".4' I- I£ L"L CONSTRUCTION NOTES STORM SEWER CONSTRUCTION NOTES WATER CONSTRUCTION NOTES a ECONSTRUCT 6"STANDARD EXPOSURE CURB PER CRY OF TGARD DETAL 125 ON SHEET Oj CONSTRUCT STREET SIDE STORMWATER PLANTER WITH 2"FREEBOARD,UP TO 16" `✓ PROTECT EXGTNG HYDRANT N PLACE DURNG CONSTRUCTION. _ ++ _ , C730. STORAGE DEPTH,18"GROWNG MEDIJM,3'CHOKER COURSE AND 15"DRAN ROCK WITH ✓ - - - - - (n MPERMEABLE LIVER AND 8"DIN.PERFORATED DRAN PPE.SEE CWS DETALS 795.1 AND � � --=_ I- s CONSTRUCT HEAVY CONCRETE PAVEMENT COMMERCIAL DRIVEWAY AND CURB PER CRY 7980N SHEET C7.41.SEE CROSS-SECTION ON CWS DETAL 795.1.CHECK DAMS PER PLAN O2 NSTALL 6'DOUBLE CHECK VALVE ASSEMBLY.SEE CRY OF TGARD DETAL 5320N SHEET Z'. OF TGARD DETALS 143 AND 145 ON SHEET C730. AND CWS DETAL 406 ON SHEET C7.41.BASE WIDTH AND BASE AREA PER PLAN. C750.CUORDNATE WATER SHUTOFF WITH TTSD AND TVFR AT LEAST 72 HOURS IN P - , ADVANCE. -t r'i A` 1 w QED PROfp ❑3 CONSTRUCT CONCRETE PAVEMENT SDEWALK PER CRY OF TGARD DETAL 120 ON SHEET O INSTALL MODFED CO30 CATCH BASIN NLET.SEE CWS DETALS 403 AND 795.1 ON SHEET T 1 A ^_,^_1 C \51 E GI))E�,f�O C730. - 07A1. O ADJUST EXGTNGRMTO MATCH PROPOSED GRADE. 11 11 C V f �y 'a •,�' U..1 a Sal P,kaa L` 8678 5 NSTALL TRUNCATED DOME DETECTABLE WARNNG SURFACE.SEE CITY OF TGARD DETAL 4 NSTALL BEEHIVE NLET OVERFLOW STRUCTURE.SEE CWS DETALS 405,407 AND 795.1 ON 41 O LEI - - -- - - 2018.0628 128 ON SHEET C730. - SHEET C7.41. O EXGTNG WATER LNE SOUTH OF DOUBLE CHECK VALVE ASSEMBLY G NOW PART OF7--.1, -- - 0 •- (4tNTC :59."-"I"00' a TGARD HIGH SCHOOL'S PRIVATE FIRE WATER SYSTEM.REMOVE EASEMENT.EXGTNG yIOREGb'N ❑6 NSTALL 6'EXPOSURE CURB AS PART OF LDA STORMWATER PLANTER- O8 NSTALL BUMPED CATCH BASIN NLET WITH CURB CUT OUT AND METAL NLET ASSEMBLY. 'IL-1 a HYDRANT AT THE SOUTH END OF THE PARKNG LOT TO BE PANTED RED TO DESIGNATE A f TF: 0 1 ,' sN E ^,. �`'A SEE CWS DETALS 403 AND 795.1 AND DETAL 1 ON SHEET C7.41. PRIVATE HYDRANT.SEE SANITARY AND WATER PLAN SHEETS ON THE SITE DEVELOPMENT i'L P' - I. a glTyf 111 D �F� t El STA 18+0991,4950'RT.BACK OF WALK PLANS FOR MORE NFORMATION. -- -� , STA:18+2091,3850'R7.BACK OF WALK O9 COORDNATE DRECTLY WITH NW NATURAL GAS TO RELOCATE EXGTNG GAS LIVE 70 STA:18+33.60,3850'RT.BACK OF WALK AVM)PROPOSED MPROVEMENTS.NOTFY TTSD AT LEAST 72 HOURS PRIOR TO J:. BBNEws:ltn�rzoie m STA:18+44.60,4950'RT.BACK OF WALK TEMPORARLY LOSNG SERVCE. .. -1I 1 0 o UNDERGROUND NG NOTE-NO OVERHEAD UTLRY CROSSNGS EXIST ALONG SW DURHAM DATE 10&282018 w A: ESTA:19+1435,4950'RT.BACK OF WALK 10 CONNECT TO EXGTNG 12'STORM MAN WITH NSERTA•TEE ADAPTER PER DETAL 530 ON ROAD FRONTAGE BETWEEN SW 92ND AVENUE AND SW B5TH AVENUE. �L r DRAWN Kw STA:19+2998,3398'RT.BACK OF WALK SHEET C7A1.CONTRACTOR TO VERFY LOCATION AND NVERT ELEVATION PRIOR TO ANY I, �, ____ . G CONSTRUCTION ACTMITES. r 0 1 J DESGNED I KNY f m [] STA:18+0095,22D3'RT.CONSTRUCT MODFED CURB CUT PER DETAL I ON SHEET C7.41, P --1. 0 CHECKED IMCL x a6 STA:19*3751,22D5 RT.CONSTRUCT MODFED CURB CUT PER DETAL 1 ON SHEET C7.41. ` a SANITARY SEWER NOTE:NO PUBLC SANITARY SEWER MPROVEMENTS.NEW SANITARY -'-- --- ---- Q PROJECT• 121]t2010 SEWER CONNECTS TO EXGTNG MAN ON-SITE WEST OF THE AUTO SHOP- •0 S - SHEET TIRE a U DURHAM EAST P&P 5 KEY MAP 0 - SHEET NUMBER E 5- SCALE:1"400' CO D C7.01 m 3 G S - - n LAND USE• CUP2017.00006 • I. ill' rzz I r - O 1 O o JCS D CO w, aD' aD SW 92ND AVE R.O.W. SW 92ND AVE Z .s Xs. z,+00 �-' zx+oi za.00 sa00 `N E F - I [ t 1 �- - , --+ T- r r J , =R67D -- I - v 8 30D - 663 1 T n - ROM. I) N^E SD0V•1 �3D' 3D' - �' END CURVE '"::. -� SDAD•1© 1 19D 30.0' SDCB-10 6 19D' C:2d+12b0 1 - O HALF - _30D' 1 - D. SDMH-1 5 .. © °�4 _ R.O.W. 7 _ 2 3 - 37D' _ BEGN CURVE -__ F ___ '° =� �-- 3 1 R.O.W. r 30A' --�-SI, - , L 1•E O -` _ SD_ __ O SDAD•tA= 55 � .e -_ 5D __ <_ 11 i 115' - - -y ., > :'k \, 92ND:24+47 71 `�_.� -__ .� ii, _ ` .�-__-,775 _ - -• _ _ .Dl1RHAM:i7+ �... - .'. �'`"� m - - - - - _ J p iy0g'�y pp pis 6D 65' - ` 44JS4, J / n� T, BTA 18+83 19 438E R 4 9J � '" c MATCH EX.SDEWALK GRADE �../ �,. � \ 9. \ s\ 1 \ \ //� _ "-�'^`".."., \ \\ EC 92ND:24+6224 V J •DURHAM:11+80.10Y F- „\ SW 92ND AVENUE UTILITY PLAN 1: z Z SCALE:1'•20' 0 w ,I/ 20' 10' 0 20' U ----- _ -- - -- - --- -- - _ b l - _ - - _ -_-_ - STA.2 139E 30D0'R -- 199-92 g, H -_ oo __ __. _ _. _ 7 200 _. omx --__._. _.y.__ -__ --_ STA32-0457. EXGINU GNUUNU ---_----- 3* _ 24 4- - - Z (n o • EXETNG GRADE@, STA.21+5792,19D3'R 19D3'R �pEyTCR uc_ _ EL __ _-- __ - -- 1-05% W - m ELEV 19 p o �� _ 92ND AVE PROPOSED TOP FLOWLNE AY _ _ --- - ELEV•200D8 $DAD-,TA7RAPPED Cl% w P ELEV•196D5 DRIVEWAY __ STA.19+35D5 m STA.20+0,D8 `fY - "• W - - - T"' _-- -. N 'TOP nc - -Dom./-- - _ -- STA.24*4459.42.19'R J m� 19DOR - �g RMNDAVE- STA=PO.03.18, FACE OF CURB -------'- _-- ---- --- - _- tLLV•19998--- r m+, ELEV.19235 62 • .19323 19D1'R 0.67°6 _.- -- - - 120°k _ - -- ---- •�' EC STA•18*BB.17,19D0'R <Zi ELEV•193.73 1.57% _ STA 7d+a8.t r,a�ao C ... O 195 - E%GTNG GRADEC FI FV-19331- __ __- . _-____. _ _ STA 22+225719D2'R - __. -__-_. FI FVe 20029- _ C T m ELEV.19221 @CENTERLNE -_-- ---"- --~-- 9D3R ELEV•19657 1. FrGTNG-TOP ---tyB,A- _ t 13/0 - - - _ -..-_ __"_ ELEV 2'+9895 1 - FACEOFCURB� 34 __ - I -yam ---.-__ -__.- I . 5.79 ELEV 22+�1952 19D4'R _---..-�_.----_- - RdA le J -- _.._ *t- _ __ __-___ STA..21+8657,19D3'R O U O Cn 19,': j- . 24 ELEV DRIVEWAY t �- _- -_ : LF-10"PVC ...-__ --__ ___. _- _. iso --__. .__ - 4 ���( __-- -. 12"Coot @V;0119 . 881 - -__. --� ICI _..-_ _.._._. ----.-_ _ _ - __ - - II n PERFORATED J Z O 8' 169.1 LF Existing _- - -. ___ __ SDCB•1_0_LG.30) f Il O 0.0113 SDAD.1(MODFED CG•30) 92ND AVE STA:21*8192,2018'R _- - --- - - D w F.9„, - _ 185 - S92 92A1�791.21 D0'R E OUT(10' 190A5 - -. _- _ __ _..__-._._ - _____.- -._.-. ___ _ -_ .__- 241D LF-E s7- _ 92ND AVE STA:19+73bB,2150'R LL RELOCATED- SDOV-1 � RM•194D3 SUMP•18935 11 O __ _ - - - WATER LNE EX'�SDMI 1.101(40'0) --..- --.... _ - _ _.. --___ - J N 0 ••• •ED .F yg285 2ND.AVESTA10s9410,2R 91 R - . ' GAS UNE_._-. ._._ ENEN)•190D0 RN.194.17 -- -. _ - --- `� SOMH.1(48'0) : E OUT(10'S)•18950 FOUT(IN) 189b5----_. - __ .- _ _ __- ____. ,. ...._ _._--_ !n r n Q -- ---_- 92ND AVE STA.1925.11,2898R r- -- ---- - E OUTJI2'S)•18755 V - CD 180 IF.-02b4 -_-_._. .-_-_ _.. -... -_'', . : -. CI- --R E N(12"E)•18554 - _- _. -._ --__.- -. - _ . t8FS ) 1876i4 _.-_.__ --- ......___--E-N(427 N)-'85Sn - E OUT(12'S).185b4 177 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+594+5 STORM SEWER CONSTRUCTION NOTES SW 92ND AVENUE PROFILE UNDERGROUNDNG NOTE:OVERHEAD UTLITY CROSSNGS HAVE BEEN REMOVED ALONG HORIZONTAL SCALE-1'•22 02 NSTALL 10"PVC 3034 STORM LNE.PPE BEDDNG AND BACKFLL PER DETAL 180 ON SHEET VERTICAL SCALE:1-.4' SW 92ND AVENUE FROM THE NTERSECTION AT SW DURHAM ROAD 70 SW MARTHA C7.40. STREET. '�� . - P4i 153�_ '"' 0 INSTALL MODFED C630 CATCH BASN NLET.SEE CWS DETALS 403 AND 795.1 ON SHEET ( s . C7A1. F -• - �n• O INSTALL BEEHIVE NLET OVERFLOW STRUCTURE.SEE CWS DETALS 405.407 AND 795.1 ON SANITARY SEWER NOTE:NO PUBLC SANITARY SEWER MPROVEMENTS.NEW SANITARY ,a ,,, SHEET C7A1" SEWER CONNECTS TO EXETNG MAN ONSITE WEST OF THE AUTO SHOP. R �. ,.. w 5 NSTALL 48'STANDARD STORM MANHOLE AT PONT OF CONNECTION N 92ND AVE.KNOCK G p' `•^"" �' O. OUT TOP HALF OF EXGTNG PPE ONCE MANHOLE GNPLACESEE CWS DETALS 020,030, EXISTING LEGEND PROPOSED LEGEND CC " -"---Q- -.' 100,120,AND DETAL 1 ON SHEET C7.40. - -CURB LNE __ _RGHT•OF•WAY ADJUSTMENT w JLZ L ... L ,,,.. L.�, � -EXGTNG BOUNDARY LNE P O NSTALL CO-30 CATCH BASN.SEE CWS DETAL 330 ON SHEET C7.40. -PUBLCUTLITV EASEMENT(UE) -EXGTNG CENTERLNE O CONNECT TOEXETNG STORM DRAN MANHOLE.RAGE MANHOLE RIM TO MEET PROPOSED •EXETNG RIGHT-OF-WAYLNE •STRPNG 3. U) sr SDMH-1 ROLLOUT DETAIL SDEWALK ELEVATION.SEE CWS DETAL 030 ON SHEET C7A0. .SECTION LNE -CURB LIVE r _ H -. -FENCE LNE,TYPE AS NOTED . . I -CONCRETE PAVEMENT I � ,,ry SCALE:1"•5' O NSTALL BUMPED CATCH BASN NLET WITH CURB CUT OUT AND METAL NLET ASSEMBLY. n _ II.. •STORM DRANAGE LNE L-� SEE CWS DETALS 403 AND 795.1 AND DETAL 1 ON SHEET C7.41. `) I I-, LLI -SANITARY SEWER LIVE ■E■ -PROPOSED PEDESTRIAN CROSSNG III ='I PFD PBOFes OCOORDNATE DRECTLY WITH NW NATURAL GAS TO RELOCATE E%GTNG GAS LNE TO -UNDERGROUND WATER LNE lining.* .TRUNCATED DOMES t - �V'�,,NGINE£9 S�04; CONSTRUCTION NOTES AVODPROPOSED MPROVEMENTS.NOT FYTTSDAT LEAST 72 HOURS PRIOR TO •UNDERGROUNDFBEROPTCLIVE1 -- : Q L11 •Q(78526kLe ' _ TEMPORARLY LOSNG SERVCE. -UNDERGROUND NATURAL GAS LNE -LANDSCAPE AREA 1" '�`�� e`''©I > 2018.06.28 0 1 CONSTRUCT6"STANDARD EXPOSURE CURB PER CITY OF TGARD DETAL 1250N SHEET -EXETNG CONCRETE SURFACE V .Si nature 17;59:4 '0' `n C730 -STORMWATER FACLITV •-- �, O OREGON WATER CONSTRUCTION NOTES - -STORMDRANMANHOLE - 111 F Y m "•''''''.„*.' I [] CONSTRUCT HEAVY CONCRETE PAVEMENT COMMERCIAL DRIVEWAY AND CURB PER CRY ._ -SANITARY SEWER MANHOLE • -- -STORM DRANLNE '� N97TNEVJ C �� NSTALL 6"DOUBLE CHECK VALVE ASSEMBLY.SEE CITY OF TGARD DETAL 532 ON SHEET -h OF TGARD DETALS AND 1450N SHEET C730. O �-i• -CATCH BARN D' -STORM MANHOLE I C750.RESTRAN ALL JONTS. - =-J• - RENEWS:12./201B m ECONSTRUCT CONCRETE PAVEMENT SDEWALK PER CITY OF TGARD DETAL 120 ON SHEET •FRE HYDRANT x61-I' •CATCH BASIN ••-- - . C730 3 STA-19+70.19,3993'RT RELOCATE HYDRANT ASSEMBLY.CONNECT TOEXETNG HYDRANT -STREET LIGHT(COBRA ARM) •1 I g d LATERAL.SEE DETAL 5420N SHEET C750.RESTRAN ALL JONTS. .STREET LIGHT 62 HTJUNCTDN BOX w -DOMESTC WATER LNE IF DATE 1082018 $H CONSTRUCT NEW ADA RAMP WITH TRUNCATED DOMES.SEE CITY OF TRANSDEALS 128 �' .TELEPHONE RGER FW -FRE WATER LIVE II. IKNY 4 NSTALL 3'WATER METER.CONNECT TO E%GTNG WATER MAN.SEE DEALS 523 AND 532 AND 146 ON SHEET C730. O -TELEPHONE MANHOLE © -GATE VALVE h -I J ON SHEET C750.RESTRAN ALL JONTS. B _ DESGNED IKNY m -CABLE TELEVBDN RBER ` 0$ NSTALL TRUNCATED DOME DETECTABLE WARNNG SURFACE-SEE CITY OF TGARD SETAE O .UNKNOWN UT/WY VAULT -FRE DEPARTMENT CONNECTION -'} e-VS C...)-- CHECKED IMCL a o 128 ON SHEET C730. 5 NSTALL 3'5.SEE ON DOUBLE CHECK VALVE ASSEMBLY.SEE DETALS 523,531 AND 532 ON pG - _ SHEET C750.SEE SITE DEVELOPMENT PLANS FOR RR CATION PONT OF CONNECTION, -MALBOX Q PROJECTp 11t7t2Bt0 .FRE HYDRANT 43. 6 INSTALL 6'EXPOSURE CURB AS PART OF LDA STORMWATER PLANTER. - -SGN POST '1Y1g LL• SHEET TITLE S 2 O NSTALL 3"x 6°REDUCER,RESTRAN ALL JONTS, - •DOUBLE POST SGN ED •REDUCER m STA:20*01.71,19D1'RT.CONSTRUCT HOOFED CURB CUT PER DETAL ION SHEET C7.41. _U 92ND AVE P&P m EO7 STA:19+5390,3553'RT NSTALL MI X 6'FLU TEE AND GATE VALVES.SEE DETAL 503 ON -CONFEROUSTREE KEY MAP J SHEET NUMBER So'- ESTA:21*7254,2950' m STA:21+7854.3550'RT.BACK OF WALK SCALE:t•w00' C7.02 '� .O/•A E 7 OB SEE SITE DEVELOPMENT PLANS FOR ONSRE FRE WATER CONNECTION TO EXGTNG IV_ L w 3 DOUBLE CHECK VALVE ASSEMBLY. x•x 2 S LL LAND USE. CUP2017.00006 O od` NO ROADWAY MPROVEMENTS PROPOSED RENT-OF-WAY MPROVEMENTS PROPOSED PUBLIC UTLEY EASEMENT C nar= Qe 1!.` t<,.. PROPOSED A m 1 PUE w 50.0' x 16A'PUE -'81)1 LL OS'EXISTING CURB SIDEWALK LANDSCAPE VARIES 6.0'-9D' 05'CURB a LANDSCAPE ASPHALT 19.0'LANDSCAPE AREA I LIDA (ULTIMATE LOCATION) AREA PARKING LOT Z 220' ^o ^fll, 0 cc 3g6 PROPOSED DMENSDNS VARIES 21°o VARIES 1�-5% VASES a m L ne,_.^-ems;"'.K:EXDTNG DMENSDNS li 1 j 1 >. j % -.: - ',:r...r 1 -1' T 1 ,.I: ,r rI1.,1, r =-.T ,; II 'I`T1IV: i i'.. ,e 8 1;- •/1 -1' 8;C- _,.1 ?!k PROPOSED SW DURHAM ROAD STREET SECTION CO c7 a2 STA:11+80.10 TO 18+60.07 NOT TO SCALE j H. z zW 0 QU W — > cc PROPOSED STRPNG ONLY-NO ROADWAY MPROVEMENTS _ PROPOSED PROPOSED PUBLE UTLITY EASEMENT -{ ly O c RDHT-ORWAY _ NIPROVEMENTS L.I.. /� a PROPOSED ° L/�L -.`..'.yl ,<p;'i'�t'3 PROPOROW ED 0 O PUE 1 2 O 37.0' 7A'ROW 16.0'PUE L DEDICATION 0 > U 05'CURB O F- 05'CURB 6D' ASPHALT LANDSCAPE I_ PARKNG LOT _ 12.0'TRAVEL LANE 12.0'RIGHT TURN LANE 6.0'BIKE LANE I SIDEWALK 05 = z 1 o PROPOSED DMENSDNS 4.5% _ 15% VANES VASES I Q —.- EASING DMENSDNS 1, = Q —I Z 1 V_ — U ITo "I'Y ) I" I'VC - r'-~ <I=-P1 •/IS-87 It _cr.t. VI' - ,,,}l- - ..i1.1- 1 Q CO Q Cr 2 PROPOSED SW 92ND AVE STREET SECTION c7A2 STA:23+13.95 TO 24+09.66 NOT TO SCALElilliiiilliiiiiii". .1 PROPOSED STRPNG ONLY PROPOSED RIGHT-OF-WAY PROPOSED PUBLD UTLITY EASEMENT — SCALE:1".5' NO ROADWAY MPROVEMENTS MPROVEMENTS - 5' 25' 0 5' o F PROPOSED H PUE —c 1„I 8 1 1 30.0' 16.0'PUE -I 11 J w OS'CURB OS'CURB C 0.5' 5.0' 5A' LANDSCAPE/LDA ASPHALT ARKNG LOT'1 l z— 1, - 12.0'TRAVELLANE 6.0'BIKE LANE LANDSCAPE SIDEWALK - _ -0,5' I '1 r _ — Y PROPOSED DMENSDNS 3.00 VARIES �5% VASES VANESI 14 I 1 -n,.� � -'' `� it EASING DMENSDNS 1 -V ww ' w`® b _ 9 1 1, C E(1ED PROFEse . s r � � W :::: GINEp9 goyA62APF 9l_o , I 7 IA -- \ ! Ma11 Lewv f' t`I`.' iJ. k, iL O • tf 2018.O4•... wlP IJ, a:: v =11ai �� I T' T� v i RE�'83°.rN CL EI, ate IJ_ _ -6 1FHEW C �� lic BENEWS-11/2"2018 .i T�.: �.a I I I DATE ON2erzole p DRAWN 1KNY PROPOSED SW 92ND AVE STREET SECTION I II =- �- 3 I, P J DESIGNED 1 KNY 8 C7.02 NOT TO SCALE STA:19+68.06 TO 21+72.54 L STY I U CHECKED 1 MCL Q PROJECTS 121712610 a Li_ SHEET TRLE 0 STREET SECTIONS S KEY MAP //` J SHEET NUMBER `.Z. 3 SCALE:1,000' NI, CO C7.10 S 4 LAND USER CUP2017.00005 ra N LL :f ' . 9 z � v, g8�8 Q_N NI STA:18+88.17,12B0R - - " STA:24+3681,12.00R - e BEGN STRPNG STA:23+1436,12UUR END STRPNG 0 - 19,00 20.a, SW 92ND AVE ,0 s,.a VARIES zzwo START STRPNG SW 92ND AVE 23.U0 . 97,12B9R STA:22+18.09,12.00R 5 A @ STA 24*3681,2400R ^ 0 STA 19*03 {{{{ STA'.23+1438.24BOR ~--�� END STRPNG . >r 0 _ cam _ _ 0 .- ----- - ��r; I - zHE1ii =Ei K2'a . ALE :_ �1.o- r �. ' �1 . H \W\ ce „\ SW 92ND AVENUE STRIPING PLAN z / O / E: STRIPING CONSTRUCTION NOTES (n gir scA r=zD N I0NSTALL BKE RGHT TURN MARKNG.SEE DETAL 611OU ON SHEET W L.�L 0 20' f0' 0 20' C7.60 AND DETAL TM50343SR ON SHEET C7B1. 0 ___I ONSTALL BEE LANE FORWARD MOVEMENT MARKNG.SEE DETAL 0 C 0 6110-U,ON SHEET C7B0 AND DETAL TM503.BS ON SHEET C7.61. C 0 ONSTALL LEFT TURN ARROW.SEE DETAL 611OR AND DETAL TM531_A J ON SHEETC7B0 AND DETAL TM501.LA ON SHEETC7B1. O _ - . O4 NSTALL RIGHT TURN ARROW.SEE DETAL 6110-A AND DETAL TM531-A O I— (I) -.-- - - --- - - ON SHEET C7.60 AND DETAL TM501.RA ON SHEET C7.61. O NSTALL BKE LANE LIVE.SEE DETAL 6110•R ON SHEET C7B0. U r—> F SW O NSTALL STOP BAR.SEE DETAL 6110E AND TM530 ON SHEETC7B0. � Gs•00 16.00 - DURHAMRD1e0 19+00 O NSTALL CROSSWALK.SEE DETAL 6110-C ANDTN530 ON SHEETC7B0 I < -f Z I - I � I I I I I AND DETAL TMSOS.CW ON SHEET C7.61. 0 LL 0 C-0 Og NSTALLB•WHITE LNE.SEE DETAL TM560OW20N SHEET C7.61. I `J/ 1 1- 1--1 ONSTALL STAGGERED CONTNENTAL CROSSWALK.SEE DETAL 6110-V 0 0 Q AND DETAL TM530 ON SHEET C7.60. n/ J n/ Q -- _ -_ • - ------ --- -- -— -�-- -- 10 NSTALL TWO4"DOUBLE NO.PASS YELLOW LNES.SEE DETAL L.L < 0 -- • - - - a • TM500.ND ON SHEETC7B1 H a- I= O — � 4 Am` SW DURHAM ROAD STRIPING PLAN F S 03 s 20' 10' 0 20' - ` STRIPING GENERAL NOTES W 1. ALL PAVEMENT MARKNGS SHALL BE THERMOPLASTIC PER COUNTY Q_ o STANDARD DRAWNGS.ALL PAVEMENT MARKNGS SHALL CONFORM '__1 COTO THE REOURED SPECFCATG L NS ND N THE LATEST EDITION aw«Mm _ 1.- CO a OF THE MANUAL ON UN FORM TRAFFC CONTROL DEVCES)MUTCD) E` ..- � ~ .`= -. _ ��y AND CURRENT COUNTY ROAD STANDARDS. i, g��$, N@� �l Z 2. REMOVAL OFEXGTNGSTRPNG G TO BEDETERMNED N THE FELD 5">Y`s7 t:• W+C� lOAD' ' , E WAND 6 PROF OFF AS DRECTED BY THE ENG EER.ENTAL WORK.STRPNG SHALL REGROUND i�r- eel,7tt C c;S,E�,D INE gs'r�Oy 1111 , W 78fi2 PF_9 a. 3. EXRTNG MARKNGS NOT SHOWN ARE TO REMAN N PLACE UNLESS - p b - Q it, a' 2018Le 06 OTHERWGE DRECTED BY THE ENGNEEft. 1 f 'L- .•* 0 .tat OREG1dPI958 .E .� x 4. ALL PAVEMENT MARKNG SHALL CONFORM TO THE MOST CURRENT �, I _ 't 4- "'05 2°� �`' ODOTSPECFCATIDN FOR BEAD BNDER PANT.COPES OF THE '41 I' C' -----1,-" ': Q- r/TNfW C ��A MATERIALS SPECFCATIONS ARE AVALABLE FROM'.ENGNEER OF ���"'lll I 7,(° �. MATERIALS AND RESEARCH,HWY.MATERIALS LABORATORY SALEM J•: I OR,97310,50O986-3100. ,- i„... 1I 1 EXPHES 12/31/10,e _ [� LH DATE 155f1018 o I` j — DRAWN I KNV j 'M 0- I J DESGNED I KNY It, -- e-� 0 CHECKED I MCL Q PROJECT# 121712810 o 6SHEET TITLE o s 0 STRIPING PLAN-92ND KEY MAP J SHEETNUMBER d as SCALE,..0D' D C7.20 S C LAND USE# m 0 z o1 0 1 g M N EXISTING DRIVEWAY- Z MATCH WIDTH&GRADE i E EIMMIEMINIII F/W UNE Fjj SEE NOTE 3 6" 3/4"-T 6^ ► EDGE a_6 r Ilyi SEE NOTE 4 5'tMIN SIDEWALK 1 6" J' i DRAINAGE BLOCKOUT 3 I.D.SCHEDULE 40 ,� SEE 161\--LANDSCAPE 1- PIPE(ABS ORLANDSCAPE NOTE 3 PIPE(/COUPLING NG STRIP ` $TRH A Ao0 p o 3' 30'MAX 3' Q� O�10 ELM. 0 C25O A PLAN a' RM ��PR� 9"—.y V J 3/4• /'PROJECTED TOP 0�W / OF CURB 27G MAX NOTES: COMPAC-ED SUBGRADE I— / ey 1. EXPANSES JOINTS. Z Z STREET . � -- e 3h" .._ __ �FFN.gY A. TC BE PROVIDED: O W : _ L. )Al EACF O -'ANGLNCY Of THE CURB. 2 C A"EACH COLD JOINT. U I %fiT }4 -i:-i—' SEE NOTE Na 4 3;A-EACH SIDE OT INLET STRUCTURES. -_-u 4)AT EACH END 0 DRIVEWAYS. Q I-� 5j A LOCADONS NECESSARY TO LIMIT SPACING TO 45 FEET. F�I u 2"OF AGGREGATE I > L.L SECTION A—A, (3/i"-0"j COMPACTED 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-E%TRUDED MATERIAL z O I— BATH A MINUMUM THICKNESS OF'./2"AND SHALL COVER ENTIRE CROSS SECTION or CONCRETE. CC NOTES 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART w L.L I. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. WITH A DEPTH OF A LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. Q ^ --I2. CJRB DIU JOINT SHALL BE TROWELED WITH A MIN 1/2"RAM ALONG BACK OF CURB. 4. CONCRETE BREAKING STRENGTH TO BE 3000^SI AFTER 29 DAYS. O I..L O 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED 5. DRAINAGE ACCESS THROJGH NEW CURES SHA.-BE PLACED A MIN.OF 2 FEET O MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. AND MAX. of 3 FEET FROM PROPERTY JNE$(SEE NC7E 5 570 DE-AIL NO.126 I 4. DEFORMED 3 REBAR AT 12"EACH WAY.PLACE 3'CLEAR OF AGGREGATE.TIE ALL BARS. 6. FOR TAMDVISIDNS AN"5"FOR SANITARY AND A b"FOR STORM DRAIN SHALL O d DC STAMPED ON TI iC TOP OF TIIC CURD AJOVE THE_ATLRAL ^ (FOR COMMERCIAL DRREWAYS ONLY) I- C/J Ot'LIGAW �'R NO 904E ' NO SC4E 0 I ,x E�ONOGCN UM SAWI.NE 11/210.13.COMMERCIAL 0,4.„e Eli! � A®.P.E. STANDARD B. I J Z OM.x x1GAR0; ,...`.`: " MAW,Nole DRIVEWAY 143 vomacvN..w...,R ANJwaF Nola CURB 125 U F" Z STOP SIGN LC/CATON n 1 1 Q 0 CONSTRUCT i._'•TO r,NSTALL 4'PYC SLEEVE UNTIE CRO 5'NA_ CO LL — 3/4.RADIUS :P �� IPERMANENT S h INSTALLATION, - S'TRIP/TIC CURB JOINT QLLI \, -.-.__ �CONSTFU DRYEWAY APRON CVRBSIDE P /FT , DETAIL NaNO.,46 0 miN .i SAW UT AND / .... _�_ �/ 5'MIN. SE[NOTE 5 RDA /Q /Q L ._A.BREAK � �-_J El' LL' • '_•^ �.+--ate. .� `�A 't� 1 T SIDEWALK r i GVfTEB I` � 1 V�f,s '` ROA lJ a J �2" 0. `4 0` OM AC-T.7E43 /A�\F491 .. L/ CURB AND GUTTER TRUNCATED DONE e5 "` 2'OF Jfa"-0"BAS=ROCK ��� COMPACTED SUBGRADE / DETAIL i,, \r-i' —SEE NOTE 4 /.\ 1—I /. 32 Y\���\ m r N a L v I 6-' 9' A SIDEWALK ADJACENT TO CURB 3.NSTRAAUDTSI,IP TO / yP'e`� \`,(I SAWCIU' MIN ^' S C C. GI (0( /Q� \ \i E 4.1.,;_ir M FACE OF CURB- , JOINT T" PLANTER 'MIN / ,-CONSTRUCT DPIVEWAV.APRON ) C PAGE ! \rK STRIP ROW P GE FRO ..._`olS ._ __._ -.___-_. I _ I 7 E ) O G v t` - PC/FT T _..... Ratio PAo'EME( ECT N ( 1: .1 x ,-�.11 • RAMP ERE J 2" J/a--D' --1-- � t PATTERN N DETAIL a^PLAN VIEW COMPACTED su@caE EASERocK ,}I p`.., -2 OF "-0"COMPACTED AGGREGATT E K ,? STANDARD CURB SIDEWALK AWAY FROM CURB - w o Lam.----- 4' --- --- --- L' n -- CONCRETE SHALL BE 3000 P.5.1.AFTER 28 DAYS. �/ - PANE_S TO BE 5 FEET LONG UNLESS ETHERWSE SPEC'.FIEO_ I..L IOTES 2 2 - 2. LU 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2"PREMCLDED ASPHALT ^ G 1 SAWCUT HR,UGH '"UTTER PLATE OVAL'_ BE MADE AS CLOSE _'`•"( "'/ p.,,. - IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND LL TC CURB FACE AS POSSIBLE / / •T'' T' 3 -..6 PLACED AT 510E OF DRIVEWAY APPR:IACHES.uPLITY VAI:ITS.VREEFI CHAIR RAMPS AND AT . 33 4 P.C.CON„RETE� SPACING NOT TO EXCEED 45 FEET. (rI^) 2 COMPLETE PE AND 'LITER SHALL NOT BE REMOVED UNLESS / vJ u, DIRECTS NY THE EN IN"ER. I _ 4. FOR SIDEWALK ADJACENT TO THE CURE AND POURED AT THE SAME TIME AS LIE CURE, I.JII `' 0. THE JOINT BETWEEN THEM SHALE BE A TROWELED JOINT WITH A MIN.' 2 RADIUS. WHEN3 STRAIGHT LEES RE REMOVED,A MINIMUM O- 2 FEET 2' 3/d'-D"AGO.BASEROCK / Z OF PAVEMENT FROM THE .ACE OF CURB SHALL BE REMOVED 5. SIDEWALK SHALL HAYS A MINIMUM THICKNESS aF 6 INCHES IF MOUNTABLE CURB IS USEDLLI AND REPLACED SECTION A—A OR IF SIDEWALH IS INTENDED AS PORTION OF DR'.VEWAY.OTHERWISE SIDEWALK SHALL HAVE cc '\E�`F"D PpOFfs,$' NOTES. A MINIMUM THICKNESS D=4 INCHES. G VS NGINEf 4 HEN ENTIRE UTTER PLATE IS REMOVED THE EXISTING CDNCRE TE SHALL ATTAIN A MIN IJJM COMPRESSIVE.STRENGTH 0' 3DD0 PS..IN 25 D. 4, E 'H Q PAVEMENT SHALL BE CUT BACK AND A NEW 6"MONOLITHIC CONCRETE 2. CONTRACTION JOINTS SHALL BE SCRIBED 3;4'DEEP AND RAMP PANELS SHALL BE BE 6. DRAIN BLOCKOUTS IN CORNS SHALL BE EXTENDED TO BACK OF 9CEWALK WITH 3' DIAMETER W T JtNjT�628ME ILL 45-' ,:UTTER CONSTRUCTED ECG ON 4 SCE SCHEDULE 40 DWV(ABS OR PVC)PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED 3 EXPANSION JOINTS SHALL BE 132"ASPHALT IMPREGNATED MATERIAL OR EOJA_. 2018.06.06 OVER PIPE. •)Lai LHC AFTER CONCRETE MAS CURED, REPLACE REMOVED ASPHALT AN: BEN_JOINT. SURFACE SHALL HAVE A 1EUIUM GROOM FINIS"WITH TRDW ED EDGES ON ALL SIDESg. . O IHFG d1 B'6-r S COLOR OF DOME AREA 4-ALL BE COLONIAL RED OR AS APPROVED BY`ENGINEER. V. CONCRETE SHAL HAVE A MEDIUM BRUIN FINISH AWL' 'iRUYIE_-L UN ALL FOUR SUES .4 'A CG ZVo \� ' 6. SEE STD DETAIL SE. I46 Cl- ;44 C `5. u1cx4.•scNE,v.E HO SCALE uCN�. O„E vE NO SCULL MAY mom.IN NO SONS L. CAM CURB KNOCKOUT RAN NO WHEELCHAIR RAMP „. ., "�°'E CONCRETE aG NO 2 016 ,.:.,.o..>F .Numpoaa FOR DRIVEWAYS 145 ...IN1 m, J. Aa.T STANDARD CORNER 128 .+F+w ..�..� 12� — Roofs,zn,I SXT 2 R. a«wln Nola SIDEWALK `r c f �i+n..,ar "L DATE 15/92018 r DRAWN IKNY N —.1 DESGNED I KNY 3 rl U CHECKED I MCL a Q PROJECT% 21T12610 LL" SHEETTRLE a _U STREET DETAILS H J SHEET NUMBER C7.30 2 4 LAND USE 4 ml C °s LOCATE FRAME PND COVER OVER LEDGE OF AT LEAST Z 123 IN WIDTHIS S1 KNOCKOUTS 'Y § M11.8101.1. IRST STEP TOE�W OF OF STANDARD in ERTGM FRUAE AND COVER OF g§<g CASTNG SEESTO.DMWNGNO.iFBSAST NOTES: -'P 1•ELK'(R FACE LETTERING Al PRE-CAST MANHOLE SEODONS EHAL_ F 3= i- SET FaAMENxSNRNKMOUT (RECESSED FLUSH) CONFORM TO THE RECUIRp1ENTS OF AS, 0 O g4 C-ATB ANC APPLBCABF PRON9WS OF S Ja . 1 STANDARC ORAMNG N0.010. EL n H NOTES 1 I� —LL70ERNGs ir+'DNc'"'"MUSE' A.• sT . - NNw+sHaNx GRpuT , u1 cRE.csTMAxHaESEc DNs SHALL CONFORM TO THE � ♦♦ ♦ o ♦ ♦'t l aEW RENENTSOF AS'M I♦♦1 4♦1 4 a M•xuul - uLFOLRFDNPL HAUFA3BDar _ /�1� t♦,1i�•. O RUBRER r - ATaENGTHa1oLB s s PRE 04..GASKETS - THE DE...,ECCENTRIC Be F Va•x%NDLE� N�♦♦,0 'E o,♦♦`I_ 0 �1 , BAD _�4'. LLLDNTss L DN D 1♦� i1i O EMA.CONFORNNG TO EDERN SPECFLATON S5500310 - - "D" "R ' ALL PPE CPN1ffCTIXb TO NeNHOLE SHALL W ,♦♦� ♦���+ e WRTGHT , A o ®mamma 5 PPE LONNFCTONE OF2+'OR GREATERRHAI REpuR'A 1-1 � '♦��♦•♦�1i1/1♦�1� •� PVC NPE ONNECT CHANNEL OFFOURO • • prE 24ANNNED N.I. CONSTRUCT fi REWIRE A MANHOSOFFWRMMOREMHANNEL SNAIL STDNANHOLESIEPSSEEDRAWNON.11 ♦ e (18)3/4" ` ySNEIR INi -ems RFOUREAMPrepLE CONNECTION AHD CHANNEL MT, STD DRP1VHG xC.,Ot \ a HOLES AS SHOWN -,- -'s- F- PROVOEAMNMUM O.e'OF NTACTILNDETURBFDI Nu.100 SECTOR "'�� r/FT SLOPEMANHOLE PIL BETWEEN PPE BREAKOUTS AS MEASURED i�IVARNTLE''a1 SANFTNWON THE NS FACE OF THE MANHOLE. 0 COVER TOP COVER BACK0. MEMO:,OE WALL FOR PPE SW4L BE Y MNNUM AND PC 4.AMMON CLEAR OF PPE WALL. z �0 A . D. CONS�AaYCONNECCOx AND.-MCOa STORM OF 3+ 1=110.CMNELTUN __ s•M"MUM PVC SANDED BELL - - PATERSWLBEUSEDNALLMANHOLE RAMA C AaE� z bNN 2.,,..a . .. o w ". �T nN� MNMUM REWIRED) s;� puREDI r�Fr uoP E%6RNGGHON BASE AND CHANNEL TO3N DEPTH OF MANHOLESToNTOP PPt iO ����'��/Sa. IV , /008 CHANNEL ID w SET MANHOLE BARREL SECTOR ON BASE THEN CUT - SECTDx IN[45 IF 2 A'f'RTcaL H CO TOP OF E06TNG MAN. Y 6-50 PPE N CC > I— i� ''/' 2-NI,.lDF11•M' L O co MIIi�- •lall �I'IM './]'S0 CONNECTOR Y COMPACTCD OASC ROM -' — SMOOix FN6H CHANNEL iO a ONCR'7E 23 1/2•D. W L+NERTCALMGHTOFPPEL r SECTION VIEW O J IT BANNFAUFA0Fe'SE MATER. COWACTEn TZMNNUM J KOR-N-SEAL BOQT c O SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. - J I O STANDARD MANHOLE OVER EXISTING PIPE DETAIL STORM WATER MANHOLE LID MANHOLE CONNECTIONS 0 ~ Cl) 1 : Servies SCALE MOTTO SCALE aeanWaier Services CIPanWaler I _I Z DRAWING NO.12C REVISED ne-OS DRAWING NC.030 RE0SED 12-1E lJ CO U Q s requ'red In 1 Q —IZ Off - typical sections a0 Q Street of construction -.-- — — Street Area plans A As AP=xpwa FACE e°,FBaAT,MER A.- R FT. R . - -:. I �_ ~ W cc 1� T-cut See (rnt s;l<mE Surfacing ����note 1) a 6111FA PAN o2-.D,H T,P11 :���� - . NANNCLE STEPS SEE IV .. J 0 Topsoil or as rAcy or_ �. _ .a.MINIM. M W' directed Bose Material � a IX6 :T ° Ali '4 k'-„- �-1, Q W Aa21rGA,T 1T•Pt ,a• A�� �i (.7 i , w f � �I�I�� 1,1141 0 O a.a • 1101 ram. ..... � 1 F�1 � N -�. LL F- oY M��µa�sF++/�• ' Sty/A.. 'I -- MATERIALS: a soEiMRcwFcwc m .ice „N n a we '- �-Aia L�ERnrx F+<Mia m TO ION C-47 a __ .. me m I ,.-0. I�I�I�F,,_D o _ I'� �-I I, Ur PRc MoanTASTIO vl J— o � A J FIwR STmJ SECTION A-A -AR MININUN 1/2'GRADE 60. ; A nRU T�NPENS 11I >- -- /1 MEETING 615 FNaACN3 Or "' _ PLAN VIEW ,.� aSTM A-fits FNCAPsw aTFn r fi--:•>•K^r,i,, N till POU FCC�� v WTri INJECTION NOLUEO " 5Rf•rt �aakM2ja.Y. v FU owT, G� KC/ WITH SERRATED .,q+.++ 2 iy.+5+3tr w'f tt . i F \y(nry FOR P�p,� COPOLYMER�OLYPRDPYLENE PLASTIC Y ''' c: m Yi O�+ \ NI1140). ` a•MN.CURE INLET OPEN - O N O 9 y 2 ON' -TCP,AC6 OF CURB %��(+l ) CWPAc1FD ESA wTRw1 N I L a N ,1/2. • V.(AO[a0 RUN1.6:MMT -01 81- o n a o, Tl issiww r� • eQnpM. Cr a,a J se r ao „�jUrnZir -.v a...2 ¢ a WEEP KOLE woe. •NeJEe. d , 0 AT on.of • r* WITHOUT DETTRESSIONN a SCAR wAnr - NOTES W 7f s•MNNA. R 6" Min bedding 6" ,w�wTE _/A, I ALL STEPS SHALL CONFORM TO r y pipe beloW outside Of CRP) � �\ - _ THE REQUIREMENTS OF AS1M _-- -.-_-. '}-1 Te 3/4{VIDE MANNLT bell 3 4" - 0" MIN MIN s /tE0O44 —� c-afs. N� k+" TD n/: a., PNa r.Rncu NopM crushed eggregate '" ��'\�14 `nevi allo viIiHLY Esiaemae0. sF.DFi�ML ns`"�o Y l �'a�j �/ �I III �.....--p e•ERMMw OVERLAP. W tea � !�' po'�7 1 `�\ ?ALL STEPS VATHIN A MANHOLE . / + o 'N 1 —Az•—}� 1 1/2' i'. l 1TRun PIAw14 AVID 7' Min Trench 1` DESIGNS TvE.TANDss ZE. 11 a — foundation L_ ,C `1 wNMEu MIN,2•srur N Plm CO (MIXING OF UNMATCHED STEPS FRONT VIER' "/x• RM s Nor PERM1T-Eo). stabilization a F— ir required —_ a.STEPS ADJUSTED OR ADDED .1..;.Lp ;it-.)py7.,. .r .in DER VIEW SHOWING ;joilll � SHALL.E EPD%IEC IN HOLES ''I.Vt ( M c>rA `Y�2"Yvx' ,*;. Z DEPRESSED D GJTTER AT CURB INLET ANC ARE FRE OF Mas CAR= c NOTE: Nor'S. STM00881).(EPDXY TO MEET 502 00T[n BASE ROCK C W���PHD PNOF9Ss/p9 1. 1'T-CUT FOR PIPE ONLY PROJECTS. ..c• xco Ps NOTES NArNOLE xrna+s SHALLW 2 1862EPE 2. JOINTS TO BE TACK AND SANDED. OF a'TO*1 05 GACTDD URA _ 1OR c DRAMS O Na L-INS AND Puc.ANu vxuMVMs u suwAw NANNw, > ,ital Malt Lewls 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 3.NCH a c.I0 cr CATCH e.0Ns ec +.w. (. OOW ,A+Me) ALL POURED MAOISTS 68148 ..3e OAT s1nc3cn.. - at 2018.06.06 2 or J000 _Aw A BLVVP 01 2-TO A. O 18-kG 1'1 1 F o` w�.. NO INLET CATCH BASIN (CG-30) MANHOLE STEP MANHOLE BASE 0—CC �r/rHEwNc1\-E, WrT'�(T1Cnm WSW.A.Sip6.P.L 5 rir NPR. , ,® TRENCH me.KD. CkanWakT Services CleanVl der Sery ces 2 MOW�, IIAC�I.L L'RAWNG NO.330 REVISE 12-16 DRAWING ND.130 REVISED 12-16 C'kanW6�T ServTGfS 1 80 EAPNES 12/312018 DRAWING N0.020 REVISED 1,-I6 DATE 16 oda 3 m DRAWN I KNY DESEMED I KNY UQ CHECKED I MCL PROJECTp 121I12810 I.1- SHEET TITLE s 0 STORM DETAILS I a J SHEET NUMBER DI CO 2 u 0 LAND USER 0, 10 cc 8 L ga• - 1 • v LL OVERFLOW STRUCTURE INLET STRUCTURE O.DJ i .. STpRM WATER FACILITY BLENDED SOIL - GRATE flh ISH FOLLOWING- • (SEE DETAIL BEIOw) • RAL COMPOSITION-USE MATERIAL THAT IS ND Of AMY .14• TO STANDARD /100/200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GflNAiON CR TER A. BASIN N00R N • • FACILITY TOPSOIL U BO CONCRETE PPE 0.A55 ��- SIEVE T POND DE PER •C� `�? �✓ ST• /4 /NO S 100 40R75 C00 P • (SEE NOTE ) _ 2.22" STD.BAND SECURES UPPER HAS CV ROLER SLEEVE TO H i 40 is 5O A N ES ���I�.. v'J� • I 18 5c w,'PURalai sIIE't AIIo nTTWEE wIIEkNIEBPnNe PTiB ;°° s 3s ST • • • iH uATER� HALL BEWELL O LOOOSE AnOGEAS.Iv BROKEN INTO SuaLL PIECESNOUS - RC T �MIIIIIII.I�' SHALL F PEPFORAlEO GRIN PIPE 1 J.COMPLETE M,HBFR SLL'EK WCwBEs A uLVun 1:ECwExi 1WA1 xOLDs II IN • T SHALL H• IT SHALL AVE NO FREE GHSIBIE FREE WATEP WOOD P/ECES. ASTIC NO OTHER FGRE ON MAT1Eq. - 4_ •- /. ^ CONNECT i0 MANHOLE ,1�� LOPE TO DRAIN �� • �. OR �S • • • T EEMCOOMPOST SHALL BE OER SD FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING - - E • NE- 1 • COUNCIL SEAL OF TESTING ASSURANCE(STA)PROGRAM SEE WWN.C.POSTIN000UNCL.ORG FOR A LIST OF LOCAL - _ PflOVIDEPS. _ • - �I 30D0 DE THE •�1_�. ", OuuERC CONCRETE W/J MATERIALS°151N0ER CONDITIONS RDESIGNED TO E PROMOTE GAEROBIC OECOMPOSPON THE MATERIAL SHALL BE WELL VEC MVO OS ''OH _ _• �1/8' COMPOSTED,FREE OF VIABLE KED SEEDS AND STABLE YOH REGARD TO OXYGEN CONSUMPiON AND CARBON DIOXIDE � µ9T GEENERAPON. E COMPOST SH,45 HAVE NO VISIBLE FREE WATER NO PRODUCE NO DUST WHEN HANDLED, .P °E• MEET THE BY LOWING CR TERA A REPORTED BY E US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATAHSHEET 4 L • 1�8-1{J ', - 3 THE VENDOR O�KE •1 s sq. --'1 1 100%OF THE MATERIAL MUST PASS THROUGH A 1/3 NCH SCREEN I ~' ` •THE PH Of THE MATERIAL - NUFACTURED INERT MATERALL(PLASTC CONCRETE.CERAMICS,METAL ETC.)SHALL RE LE THAN IDS EY BEEHIVE GRATE �91ro• _ ' Z Z THE OHCAN C MTTER A CONTENT SHALL BE BETWEEN JO AND]OR(DRY WE CHT BASS). 9• 17 O 1-1-1 MATURITY DICATORSOLUBLE SALT ENT SHALL RE LESS THAN SHALL BE GREATER TH N G80RMFOP GERM NATION AND VIGOR - • •OUTS.MIN METE ER !_ B I. STABILITY SHALL BE STABLE TO'VERY STABLE. METER DR STRUCTURD P L— ��\ CARBON/NITROGEN(C/N)RATIO SHALL BE LESS THAN 261 AN MIN DIAMETER pion SPLASH ROCK (— \./ B - ARROUND �I I—,B,�4•J I� Q _ TRACE METALS TESTRESULT= PASS. • .PROVED D EOU o- BASIN,NY oPlws OR STRUCTURE �, lawi R sEw`q "�` N cogNwpucnoN MIN P IRE F- TER FACILITY BLENDED SO, • PROTECTION uDIFi vI°c°msEcoslYwr,lc Al"it'cgsucPUEA`IrB,E PROTECTED FROM ALL souRCEs of coNTN,NAnc«. • 18"x4" REVERSIBLE MANHOLE FRAME1111KZ O • (WET AND WINTER CONDITIONS-HAULING AND PLACEMENT NE MAi°ERIA NNALL NOT CBE SITE MIEN THE CO WEA• • THER YET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE MINERS '1' Q I • PLACEMENT OF THE SOL-PLACE THE MATERIAL IN LOOSE LIFTS NOT TO EXCEED B INCHES EACH AND EACH LJJ FT SHALL BE COMPACT THE MATERIAL. MITI A WATER-FILLED LANDSCAPE ROLLER.DO NOT OTHERWSE MECHANICALLY Q I..L • • TIMING OF PLANT INSTALLATION-READIER PERMITTING q0 AS APPROVED,INSTALL PLAN.A SOON As NOTES NOES 0 0 AFTER PLACING AND TO ANO FURTHER SECURE GRATE IN PLACE WITH 5,OF WIRE ROPE L NOS OF CURE ROPE AROUND U-BOLT AND T ALL INSCP.iA-TCC IIOLCS SHALL BE MACHINE MILLED AND CORED. • EROSION EC SOE PUTIC TEMPORARY EROSION CONTROL MEASURES ARE MREOUIRED UNTIL PERMANENT CSTABIDZ ON NOTES t CRATE.CRIMP EACH END OF TARE ROPE WTH 3.OVERLAP. O 2. DRILL 2'DEEP HOLES INTO PIPEAND EPDXY/4 REBAR U-BOLT(2'X 4"),N HOLES. 2.1NSERTA-TEES ARE NOT ALLOWED IN NEw...Y CONSTRLG�D'EWER MAINS WIT-AN INSIDE 2 gOTECMEASU°EPON OF THE CNSTALLED Sp -IN ALL CASES,THE ROTE INSTALLED MATERIAL FROM FOOT OR I 3 GRATE TO BE CAST IRON. TM A4B CL30 • I • P WATER RUNOFF INSTALL AREA.TEMPORARY FENC NG OR STlx WAYS AS NEEDED TO 1. PLACE STRUCTURE ON 3/4•TO 0•BASE ROCK PLACED OVER NATIVE SUBGRADE. SIZE INLET BASED ON CALCULATED FLOWS ARO MANUFACTURE.RECOMMENDATIONS. DIAMETER,,I.D.)OF 1r INCHES OR SMA,IFR EOU PARENT TRAFFIC AND SURFACE KEEP WORKERS,PEDESTRIANS,B NO EQI TO OUT TO TI S AREA.UNDER A. CIRCUMSTANCES SHOULD S. CURE ROPE BETWEEN t/ / DIAMETER.STAINLESS STEEL]STRANDS OF 19 CURES J MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. M--_`i X_._- C� ���� e•-3 t6" HANDBOOKE,Xr�r �MXE 3.SEWER MAIV SHALL BE WC SIZES(NOMINAL ID)LARGER THAN HE INSERTR-EE. O U •• BLENDED SOIL _ OVERFLOW/INLET LIDA BEEHIVE INLET LIDA � 0 � � SPECIFICATION FOR � VEGETATED LIDA FACILITIES STRUCTURE INSER TA— OeanWatSSen2ces _J Z HANDBOOK CleanWater Services HANDBOOK C1eanWater Services', U_ DRAWING NO. 798 afi-16 • DRAVANG NO.407 -16 • DRAWING NO.905 r` �- �.RFW NG NEC 3D ""Ts- r^ / , F— V=, Q Q Z • 61-4-1 ANHOL6 LID AS APPROVED 1 U H- 1 OVERFLOW PER OETIL1.- 18.MIN DIAMETER FNO.a5/AOJVARIER wAGE A B Q 0 0 D ss ON PN _ GUTTER <r� r� Il - / /3 T IA _� .( /a �N/a '' Q A FACE a CURB l�� 20 V CD /a1'� .. , s Gx R l 8 •N� • PERFORATED DR PIPE SMIN AROUND TRUCTURE i L I�MiMEIMMMI E - J na: Eli] BMu aF CURB ' 6'k`• O V 3 24. OEM IIMM MI DIAMETERc D ETE c CURB-NLET �_ 0 '�• CUT OUTS PER INLET ' T,-y • • CUT OUTS FIER INLETj 1j CE BF OPEN NG]0' TRACD — N._‘.:: �,• • . iYP. - _ �� LL - GUTTER i°O NTS°iRII� 3 PR[MOLDED STREET TAPERED i ��' M. — . )"'t } .. ]0 ' s_ �]-0 4Y ]-0'+I RAN On'JOINT 0 STREET — 24 • 3 ' , RELIEF �� P E i BASIN.___ ..' • I SE'ProI Sal' FL- L 8� A^I FILER EXPANSION N _ ,I a 4+I OP S OR T APPROVED NECIE.SSAfl NOTE Mnuuu,OLD'0 RmAR BOTTOM FACE OF U DEPRESSEDAOR TER 2" �,I EQUAL. DE.1B"MIN. RwE Au AS F]) KRLaP OPEN,nG A IL 4 SEE wolf 3 - PLAN VIEW a"EXPOSED MIN. SPLASH P. RE 64 QUIRED INLET HIGH TRAFFIC • I"�TIREAiMENiNAREA NOTCH OgINAGE �� CE OF " _ -TRAPPED c T.BASIN, STREETS II - �i��l 3..M CURB N� + APPROVED B X vs AWNc PER �,� of uLem°"•gF ISOMETRIC CURB CUT-OUT • MN POND DEPTH WITH 3 COMPOST MULCH A • •-_ I- 'n ,B"MN.GROWNG MEDIDM _.-. .®�O I/ N T.S. o • 6�a 7 3-DEEP cK /r)CLEAR cqusxm • _ 3 M = p TAIijP°,NrfR AND J6' �� �ISENERGy PLAN CURB CUT-OUT a �: •« FP •(,,/r 3/,I CLEAR CRUSHED 6.MINIMALLY = ■r Dss PATOR/sauSC PN - H y �r,� 15I° p■r■■ N.T.S. R_3/<• le■ �� GUTTER(G) 2 O DRAINNFROCK DISTURBED SJ.LK I -� • SECTION A-A ATTACHED DNFORATED ISEF NOTE 6�.SEE NOTE] •Q .•Q ".� NAT.SOIL SILL RSE f - • 6 MN s_ -' z P -N SECTION A-A PERSPECTIVE VIEW -'smfET w 50GW - \ °CAR NON-SNOUT SHOWING DEPRESSED a o 4.DIAMETER VEEP _ • T PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC,EQUIPMENT STAGING,NO FOOT TRAFFIC N PROPOSED HOLES 8'ON GUTTER AT CURB INLET — • FACLTY AREAS PRIOR TO DURING,AND AFTER CONSTRUCiON CENTER SPACING TAPERED REu '^ 2. SIDEWALK ELEVATON MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW I I AT CURB FACE TRAPPED CATCH BASIN, V J TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM A A CABLE. a{ ] TREATMENT AREA 30 MIL LINER SECTION B-B� YLOPLAST OR APPROVED F.3. PLANTER SHALL BE FLAT BOTTOM N ALL DIRECTIONS TOPWUHN t NCH.CHECK DAMS SHALL BE PLACED EQUAL. B MN.SEE ACCORDING TO INDINDUPI PROJECT PLANS PER DETAIL 406.PROVIDE 2'MIN FREEBOARD. SECTION A-A • OETA,L 40] Z A STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. - '1 1 5 ALi CURB NOTCH:I.LONER THAN SIDEWALK,SLOPED TO FACILITY.SIDEWALK DRAINAGE NOTCHES NOTES ' .r SOML ALIGN ROTH SIDEWALK CONTRACTION JOINTS AND L POINTS. p,FD PA OFF' 6 30 MIL IMPEORMEABLE USER OR APPROVED ROD.SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER Z� ss ROAD WEEP HOLES i0 BE PLACED WITHIN DRAIN ROCK LAYER.TOP OF WEEP HOLE TO BE • ' NOTES NOTES �S GIN /17 PERFORATED PIPE IN LINED FACILITIES, PIPE SHALLE BE SET2 1/22"ABOVE R SURGRADE. SAME ELEVATION AS THE TW OF DRAIN ROCK LAYER,ON LOREST SIDE OF CHECK DAM. �V �lA EF,y �/i. ] PIPE IN LINED EFACILITIES:E BOTTOM OF PIPE SHALL B TEAT BASE N OCK LAYER 2. MINIMUM 3'REBAR EMBEDMENT FOR CURB AND PLANTER WALL. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL,ASTM A-36 STEEL,AND BE HOT-DIPPED 1 INFLOW STRUCPRE PER LOCALJURISDICTION W 7 T 8 HYDRANTS.UTILITY POLES,OP ANY UTIL,iv BOXES PLACED WHIN PLANTER MUST BE APPROVED BY 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2'FREEBOARD AND N 18' GALVN,ZED AFTER FABRICATION 2. CURB PROFILE PER LOCAL NPoSp CTION. %�1_'rUI B62�PBR L" JURISDICTION,N WRITING. MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP a FACILITY GROWING MEDIUM. 3 ST.L STRUCTURE ON MITI OF 8`OF/'TO O.COM ACTED BASE ATER,AL. 3 ENSURE THAT DOWNSTREAM CATCH BASIS ARE,N PLACE FOR HIGH FLOW CONVEYANCE > 2018.06.06 9. ACTUAL METED AS,oENTIFlED ON PROSE INS. • 3 INSTALL ENERGY DISSIPATER/SPLASH PAD AT WTFALL OF STRUCTURE. M O Si!nature 13:21:2'-1 A.0' 110 ENSURE THAT Aa DOWMSTRE.CATCH BASIN IS INPLACE FOR EMERGENCY OVERFLOW.T P • OREGON g STREET SIDE LIDA I MODIFIED CURB CUT OUT4. I oQ 2v`ES PLANTER WITHOUT LIDA CONCRETE CHECK DAM LIDA MODIFIED CG-30 INLET LIDA O d Ivy C WITH SUMP SCALE:NOT TO SCALE STREET PARKING H AN D B O OK ,aeanWater Services HANDBOOK aeanWater Services •HANDBOOK C1eanWater Services EXPBFS 12/312018 m • REVISED OR- 04-16 REUSED OS-t6 ' • . (DRAWING N0.795.1 GRAVING NO 40fi DRAWING NO 403 g DATE 15,92018 DRAWN I ANY M:_ _1DESGNED I KNY U CHECKED I MCL - a B Q PROJECTx I 21712810 . LL, SHEET TITLE 0 STORM DETAILS II o S J SHEET NUMBER i N' D C7.41 ;i6LL - a LAND USED . c o1 i CITY WATER DEPT STANDARDS PLUMBING CODE I,{ OUTSIDE OF WTHIN -. .- ‘11/- gg PAVEMENT PAVEMENT I 1 ggg N - THRUST BLOCK CITY APPROVED Y g 0 BACKFLOW DEVICE FLANGE COUPLING i 3 E Z _ RETAINER GLAND\ ADAPTOR III g Es e' 5§e E •16'tAsr IRON 910 BOXilig l �� 12'MIN a 81g1GEff; s7« w PROVIDE 24'BY _ _ = Irr I_,'AA;r/�i.��i 1��--� B^ 3 e p� �`Ej D$ it d m r i 4'THICK CONCRETE LI-.Fo' A •-r a11/ I1,7 :� r Y K T=b� _ �aI p PAD(SEE NOTE 4) - MEGA FLGOR UAL ' B y i'� gR i $ @@ � HAND TAMP BACKFlLL 6')61 CONTRACTOR TO SEAL ALL 12 3 i ! 1189g1Egjd11 Ln S§ R1 VAl MOUND TCP SECTION B'SIN. H 7 1 c W +� 2'MAX OSHA APPROVED LADDER OPENINGS IN VAULT WITH ,RI 7 'e I- yy. ,, INTO ALUMINUM LADDER NON SHRINK GROUT PRIOR i q ¢ }• R gV�Ly d il EXTENSION BY UNUTY 6_���w TO BACKFILLING 1. +$p H 4 1 g i 3 g a T g Z _ .. B VAULT B F 8 ,gI qa r ASTM3034 PVC 1.:P+:$1.1. � $a �eg PLAN w «_ »___ :.1 _EL MIN.6'MAX �- « e«ow = BaL+ OPERATING NUT EXTENSION w 8 (SEE DETAIL NO.505) GROUND LINEmill DRAIN TO CURB OR �`cl--`� DAYLIGHT W v-1 a ■ 9 R P I� 3'MIN CLEARANCE P ps 1111111 ON OPENED fff///111 1a 11 11iI14,4/III' 'Ii CONTRACTOR TO INSTALL awli-�, .=.~•4 I�1IBBBBT RODENT gr/ Q LLJ O ���V���`�C��� CONCRETE BALLAST 3 CU.MIN.WHERE FLOODING OR YD. OI�Iyy I`111 SCREEN ZZ -,1 '� FNOTES: I;��;�I�I,�`�I`�` HIGH GROUNDWATER EXIST` Iti = N TO DAYLGHT OR d *I w• •`I� Q1)VALVE BOX NOT TO REST INSTALL SUMP PUMP __'j W N DN OPERATING ASLY- T ELEVATION CONTACT CITY FOR J2)OPERATOR EXTENSION I PUMP SPEdFICATONS �, ® _ W z O co REQUIRED WHEN VALVE NUT IS DEEPER THAN 3 FEET w 24' L - •y FROM FINISHED GRADE- \ J/ DOUBLE CHECK VALVE ASSEMBLY it24 MIN O e" -s �l W Ct 3)CENTER VALVE BOX ON �� I OR PEN. Do. FLO MAX II II! gAXIS OF OPER.NUT. 15� E wA m . OFLOOR TOE BOTTOM �JxxxIE ' < a 0_ J4)PROVIDE 24"SQUARE BY 4'THICK • en-EA eALK 111 q ■- � CONCRETE PM AROUND VALVE �—24'—i ex-MA 7-2. F gp 6 O BOX OUTSIDE OF PAVED AREAS a B4T-RA .63N. H 3 _ ' 1 AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD e sweaR1111j J •OTT ENGINEER APPROVED EQUAL } U .nn.w NO SCUD -.-.m NO SCALE O ! eA J THEME.E FEE P E CO SCNF TIECO=A IMF.PA. .. IMMO S S.KILL P.E. °il TYPICAL GATE OVID No =rammer ,,,,ram DOUBLE CHECK „N»�.. ..... ,J _ E ,uc.NPi.usNmmrs DIVMOW . orl� C"�Ti �� 3' R ;� = Z "1$.'m'""A Awuw .011 VALVE 503O AVXMRYmn VALVE ASSEMBLY 532 , JIMMY , METER 523 /1 EWE." MOM MT �r..�« ...a.... ..� .».s...... s required in I `�J • I----. SIDEWALK ADJACENT TO CURB Off , typical sections CD LL Street Street Glans construction LLLJ ®II Area p = U ~ 18" 3}),,,,,-,'.f _ p' T RCN Io T-cut see 0 Q O n `< (:�� Surfacing ���note 1 �' J �� rr\\ii\ip\\rl` iVt r'. `"'.§-.r directed soil Or as Base Material �_ l Du r Jv a G oo H c� • K.,R Na JG N? W & 1 1 . Ca I MELD OK OR EG-. ,_(N i t gI m��\'�ii1- I111IF T.O IRUIGFT,ON •mI 0 - • lT\ N-\< , -q CIS.'_'-'7.0/ ("Mk GAI R NE'n T r.; e U >=+.E �i AND t BAA RON)�"' J / ). o w N ON"RE"E FER 6 GATE VA V. ! O '(I CI O E C B Cn y M TO RESIDENCE 0 SIDEWALK WITH PLANTER 2.. E rLG FLAN << �� STRIP AT CURBa s N c r o M 4 n II METER BOY DOUBLE CHECK 1-N12. F.m 1-/ 'N E 4 �\ ` VA E ASSEMBLI &" ,TI T 4..kBR K AI ) \ 0 ,Q M V�a F BOTEs, iOv\ry a .r�i����rO�l ��\�A .... �L ,._ Ip1- � ✓- _' _ Is^ be below outsideof 1. HYDRANTS TOBE MUELLER CENTURION,A 423,(OR APP'D EQUAL)6'NJ,5 I/4" ' r ( pipe bell 3/4" - 0" MIN MIN MVO 3 PORT-TWO 1 1/2"PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOWNS, E- G" crushed aggregate 0 A. OIL RESERVOIR 4 ^�1 '1 B. BRONZE ACTUATION NUT I jay. LJJ C. BRONZE SEAT RING 1'UNIO`:EACH SIDE7 j ,EXCEED L"vA L I a- o D. WEATHER SHIELD CAP ,I' a UFPTH 2' Min Trench �` � - E. SAFETY SLEEVE COUPLING foundation '�'+� F. THREADED NOZZLES WITH'0"RINGS CRUSHED ROCK BASE-'� ELE`(fTTI ON I— G. NATIONAL STANDARD THREADS stabilization 2. SAFETY CHAINS TO BE REMOVED. if required Z 3. HYDRANTS TO BE PAINTED USING H-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED INSTALLATION SHOWN IS ONLI A SUGGESTION. BY DISTRICT FIRE MARSHALL. W Ep PROF SSi 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. DOUBLE CHECK 'D BE LOCATED DIRECTLY REHIRE WATER METER cc EP f S. NO OBSTRUCTIONS WITHIN 3'O'RADIUS OF HYDRANT. NOTE: G ,VS ,,SINEE9 Oy9 6. IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVIDED. 2. BRASS,STAINLESS.OR PLASTIC PLUGS TO BE INSTALLED IN TEST 1. 1'T-CUT FOR PIPE ONLY PROJECTS. LLI R 7882XPE f 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO.503 OR AS APPROVED COCKS G BELOW GROUND INSTALLATION. ital BY ENGINEER- 2. JOINTS TO BE TACK AND SANDED. Man Lewis 0 B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATONS. 3- DISTANCE=RCM,BOTTOM OF DEVICE-0 FINISH GRADE.FREEZE OROTECTION. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 0 atilt -W1,4.05 u14 ,32 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) 4OR CLEAP=VICE FOP TES-INC.AND REPAIR ARE THE MAJOR CONSIDERATIONS a4 -° , ON THE 4 1/2•PORT. OR INSTALLATION IX ¢� f1 C EIS AR iANA AL No WEE ei �I,Z «..»n...,,. a� .. FIRE HYDRANT �e w..G. o gall wN�� �� oN A �_ PNes I05100 e �jir_j, ow«o T" tAXail IRRIGATION DOUBLE MpM"A sIM°'` TRENCHio i�./ ASSEMBLY 542 M! mu.osraomqv ,uNw,P,m„ CHECK ASSEMBLY u 531 WWI.m+a BACKFILL 180 DATE Sermle dDRAWN I KNV U __ DESGNED I KNY 4 E' 0 CHECKED I MCL a t a PROJECTS 121712810 u" SHEET TITLE _U WATER DETAILS R s ci _1SHEET NUMBER E 00 C7.50 G rE LAND USE. c Ce me 0 NQ Q LL r r B �8 zg 0 :_z. Iv1 `�" fro h it I ,,., M ,ORM BOOM maw i � 1 c2 Y @ �� 4'. h \�4ww...an Detail— P M q R T N \ STCP ARDetaiGEM NT WITNPS S P BAR E OIIYY I /� s.0 s,�e, ,w- I. _1 R_ivre u 'Cl* 1 t I St _� i ,/ `1 e,.•,R _ F � Sitr siReET t T�� ttW ij .a--- t II L\ tin•ie= - .did ra,o.._ , t';0 r Q U -1� to� ml.ro LANE USE ARROW PLACEMENT TOR TURN LAN€ TWO-wavI EFT TURN UNEARROW PLACEMENT 7 1a w NJ wry— DETAI;.A DETAIL n- i�„""9,;,„r:...'.-- r+.. T roOs — / l — a,pmu,i: . F o ( /''—� STANDAROCAOSSWALK BARS ri f C`-f STAGGERED CONTINENTAL UYWt --TTINTEFi$EFTION- O �/N ..,gym•,.m Iw s,.mm ms.o:. rvsoa n•a„a u i /'�` To be accmmpaniee by Standard Deg Nos.TM500 Nq TM L. 503 W L 0 men, • „M w ,M .ew,.Taw... -f TM9 N wsmea�vw.Ml•9P;:;aw2Ya m mwix - w Th, A:cr:o rN fM r ._ The sek rM e^/M, amwR J OREGON STANDARD DRAWINGS 0 0 N.• A ,,,., -,•, I v d re0 'g.h- de- signed, -� -- sess.REc� Standard awls while de OREGON STANDARD DRAWINGS a ream w/rn ,���� vpneJ m mach INTERSECTION PAVEMENT v Awl l$04.exaolbnroc : IO S.Mral/yacrcpR...'".°eer TURN ARROW MARKING DETAILS M:o.rm`e'"�w9m nwA•' pe^erap pee p^eef MARKINGS(CROSSWALK. J ` lrgp pael And drift., : -np pr/ p nd. ices. /1 3 h sole rcspons/b/Mof 3 LEGEND he sak b,,, STOP BAR 6 BIKE LANE STENCIL) 0 w ......- Me ared,. A should rocY 2018 (a ) - 01-0.. 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L 1- V 1e'� signed rd "rh gear r PAVEMENT MARKING } wa n ^+ rewww &Pr n d re Ron w _. __.. gpre epees ndpr4 Ire r PAVEMENT MARKING LO rsthe sorer onsi aa" STANDARD DETAIL BLOCKS LANE HORON generally"- /, STANDARD DETAIL BLOCKS ---I as IA sole sp Mr f ARROWr WAIT) Y�vr"'xwni` Is t0 Sae ponibllry of 0 1/ 0 the user aM should be 28T8 R.w,aaaPhwry nor--a WRONG-WAY ARROW(white) the use should rbe 2RTa -- 0 l/1 w RISEN 0 R&D tercel Proferzlonal En- w. .r r wx- Regitt feuron.IEn- �� -------- Z • 'sr..eener r.we. Sim-er. - 0,,,, Effective Date:December 01,2017-May 31,2018 TM503 Effective Date:December OL 2017-May 31,2018 TM501 ( r C C CD e.aw.» 1 w„e.�rb._ (� O ,e,p,« > �a 1_ I U H me ' a , J .TY Q Q O �t CC X 0- .;a ae�� ,tt7.7 er < < Q ern, N a n a 0 D C 4-WHITE LINE B'WHITE LINE 4'YELLOW LINE EE. 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EkPHE512/i12018 m a Effective Date:December 01.2017-May 31,2018 TM500 o DATE 159R018 --._.__-__. _--._.-.---.._-._._.- _ y _-. ----_.__F ry _ DRAWN IKNY J DESGNED I KNY P.E U CHECKED I MCL n S Q PROJECT 121712810 LL SHEET TITLE 0 STRIPING DETAILS II S J SHEET NUMBER E 00 C7.61 Cl- �LL AND USE a 77 • ° 4•' °• FO •FO FO. • O• J fi ": o0 Kz I I- caimg _ W0 g o W EXISTING SIGN I y O m 56. - "NO PARKING" CO D_ F EXISTING TRAFFICEXISTING TREE,TYP. LIGHT POLE,TYP. _ EXISTING • SIGN EXISTING SIGN 1- SIGNAL ARM "NO PARKING EXISTING SIGN-SOLAR POWER STORMWATER PARKING" W MPH SCHOOL ZONE PLANTER Z i i ixi xi i �*v vvv a .. • / .N V vVvv/v vv vV vv vV • •• // // / / // i• . � ® _ I a K MEM WM& / ► - • f Ne-► t -r- ,�., ! f'1 7dro � -m- I • °° A°• o O:O., ;: oOOQ 0Q 00 o0a`oa 0 �� �0; OQ 00 o0iaao 0"000°j.o. p�74.111,14,1;01Miliall � I R °j°o ROW `°°'pb'' rr �/ CO &I ',0O I EXISTING ./W, WNW' — �� �� Y II imp"4 ap,4 — Yiiii,° /\ LNE+i'ir- — \° e ® ..°O / ,.— ,'•Q/� � CO 'IRE HYDRANT 1 OOV o. / \\ 14 // o �O \'• 2 ai \ / EXISTING I Z ° N RELOCATED\\ // RELOCATED FIRE HYDRANT W / °o jiJ w i AAAREADER BOARD\V� MONUMENT SIGN 0 I- / ry SIGN (F.CF.V.F.II.Xi„',�.,7,.).. g"-V- :Y. Q (, N W AP.` SW DURHAM ROAD-WEST z Q C_n C=E:1'=20' w Ct o 20' 10' 0 20' 0 0 2 •_ O o n _ _j z , - U) U Q o — FO - Fo e- For tro Fo �o ' 'T p F0 GENERAL LANDSCAPE NOTES: J Z 2 I Q o 'I 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER `/ CITY OF TIGARD PLANNING DEPARTMENT. I 2. ALL PLANT BEDS SHALL HAVE A 3"DEPTH OF BARK MULCH. 0 U 0I Q LU _ _ _ - _ _ _ - - - - - - - 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION �/ Ct Q _ =I EXISTING SIGN EXISTING SYSTEM WITH FULL HEAD TO HEAD COVERAGE. < CON "NO PARK EXISTING G SIGN FIRE HYDRANT CO (TO BE RELOCATED)WALK OL ZONE EXISTING 4 FOR NURSERY STOCK STANDARDS.ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN STANDARD LIGHT POLE,TYP. /'� LL EXISTING w I WATER VAULT STOP SIGN � I..L r ~ Z - 5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL _ -.-----.-- --jj//-- --- - ------ // /////////// /////////� - - - j j //jj j/j j///�j� -L SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.PLANT • HE m• j�//j//j%//j%//////%//j% 0 •. /v// / °/ DRAWINGS AND SPECI SUBSTITUTIONS IFUT PRIOR FICATIONS MAY BE REJECTITTEN OVAL THAT DO NOT ED BY THE LANDSCAPEIPLY WITH ARCHTTECT AT - --, _ �V • :. NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE N COMPLIANCE WITH THE DRAWINGS. da' r i �aa' 7 aa�a' ; SYaT1:©r (( 7 ti vcvvv,vI as Vo lar" OO �0 ` a OO oo ` a OO 04070.9660v0 ` rf �O v vvvv v l ROW ° \ t , OC v/v v vv v v vvvV vv LINE 'I. - •// / ` c ``� ©x©© v \<,"' \\ o P \ FOR PLANT MATERIAL LEGEND,SEE SHEET L6.02 �— e I / \ { FOR PLANTING DETAILS&NOTES,SEE SHEET L6.03 2 FA \ e \\ .• 6 C o- o- o- o o 9 0 0 0--�0, ® v n W Ali. OOr 11 O9 .11 Ilr ' .6°�il081 s_11i1ii1 .. �7 '.n I -�',�- I p SW DURHAM ROAD-EAST !t qti� W 4�GIST � SCALE:1"20' i El 0 • 1 ., ;4 ,4 I LA76 20' 10' 0 20' j .7�p1f v J \ •.P LL ® / ECYY .STRICKLER �i .. 9 OREGON u C�14,WL Li �- \ ° I I1/18/11.AA. ci -—_ _ 'I` EXPIRES 11/30/18 g ,r__ j DATE I serzme Se? I DRAWN I KNY I• J DESCNED I KNY ° U CHECKED MCL L_' I am -- -"° -- Q PROJECT# I21712810 Li.. SHEET TITLE 0 PLANTING-DURHAM S 5 KEY MAP O �` J SHEET NUMBER 8- SCALE 1•=400 III, m L6.00 ,n 3 LL LAND USE N. . O LANDSCAPE PLANT MATERIALSCHEDULE o SYMBOL STREET TREESREM SIZE OTT. COMMENTS QUERCUS GARRVANA 1.5"CAL. 5 REFER TO DETALL 4 I SHEET L3.04 ( OREGON WHITE OAK B&B MATURE:65'HT./50'WD. • PNW NATIVE M w + C ERCID/PHYLLUM JAPONICUM 1.5"CAL. 10 REFER TO DETAIL 4/SHEET L3.04 N \ i KATSURA B&B MFALL:YE:LOWT/4PRICOT D.ORANGE 10 -1 FALL:YELLOW TO APRICOT ORANGE ¢ z '• E Z u m g§eE 7 a 3n IT 6 V �s SHRUBS&ACCENTS ITEM SIZE OTT. COMMENTS O ABELIA X'ROSE CREEK' 3 GAL. 155 REFER TO DETAIL 2/SHEET L3.04 ROSE CREEK ABELIA 4'O.C. MATURE:2.3'HT./3-4'WD. FULL SUN TO PART SHADE/EVERGREEN • BERBER'S THUN.'ATROPURPUREA NANA' 3 GAL. 100 REFER TO DETAIL 2/SHEET L3.04 CRIMSON PIGMY JAPANESE BARBERRY 4'O.C. MATURE:3'HT./4'WD. FULL TO PART SUN '.l CEANOTHUS X'BLUE SAPPHIRE' 5 GAL. 72 REFER TO DETAIL 2/SHEET L3.04 BLUE SAPPHIRE CEANOTHUS 6'O.C. MATURE:2-4'HT./4-6'WD. • PART TO FULL SUN/EVERGREEN COTONEASTER DAMMERI'LOWFAST' 5 GAL. 45 REFER TO DETAIL 2/SHEET L3.04 BEARBERRY COTONEASTER 6'O.C. MATURE:1-2'HT./6'WD. ^ • n FULL SUN/EVERGREEN (/) �� FATS/A JAPONICA 5 GAL. 5 REFER TO DETALL 2/SHEET L3.04 H JAPANESE FATSLA 6'O.C. MATURE:7-8'HT./6'IND. PART SUN,FULL SHADE/EVERGREEN 7 MYRICA CALIFORNICA 5 GAL. 23 REFER TO DETAIL 2/SHEET L3.04 Z L PACIFIC WAX MYRTLE 6'O.C. MATURE:8-10'HT./6'WD. 0 w SUN TO PART SHADE/PNW/EVERGREEN O MISCANTHUS S/NENSIS'LITTLE KITTEN' 2 GAL. 126 REFER TO DETAIL 2/SHEET L3.04 F- LITTLE KITTEN MAIDEN GRASS 2'O.C. MATURE:3'HT./18"WD. U • FULL SUN/EVERGREEN • C NANDINA DOMESTICA'FIREPOWER' 3 GAL. 175 REFER TO DETAIL 2/SHEET L3.04 N NL.L FIREPOWER HEAVENLY BAMBOO 3'O.C. MATURE:30"HT./30'WD. • SUN TO PART SHADE/EVERGREEN Z O C- • POLYSTICHUM MUNITUM 3 GAL. 6 REFER TO DETAIL 2/SHEET L3.04 N SWORD FERN 4'O.C. MATURE:3-6'HT./3-6'WO./PNW LL FULL TO PART SHADE/EVERGREEN W Q PRUNUS LAURDCERASUS'OTTO LUYKEN' 5 GAL. 116 REFER TO DETAIL 2/SHEET L3.04 Ct . OTTO LUYKEN ENGLISH LAUREL 6'O.C. MATURE:3'HT./6'WD. Q J SUN TO PART SHADE/EVERGREEN O 0 O SARCOCOCCA HOOKERIANA VAR.HUMUS 5 GAL. 4 REFER TO DETAIL 2/SHEET L3.04 0 HIMALAYAN SWEET BOX 6'O.C. MATURE:2'HT./8'WD. FULL TO PART SHADE/FRAGRANT/EVERGREEN GROUNDCOVERS O I ITEM SEE QTY. COMMENTS �'^J ARCTOSTAPHYLOS'EMERALD CARPET' 4"POTS 12,633 SF REFER TO DETAIL I/SHEET L3.04 O N/J EMERALD CARPET KINNIKINNICK 3'O.C. 1,620 PLANTS MATURE:1'HT./3.5'WD. I J Z FULL SUN/EVERGREEN /1 Ni_ FRAGARIA CHILOENSIS 4"POTS 1,650 SF REFER TO DETADETAIL1/SHEET L3.04 �J ��� COAST STRAWBERRY 18"O.C. 845 PLANTS MATURE:<6'HT./3'WD. CO FULL SUN/PACIFIC NW NATIVE iIh PACHYSANDRA TERMINAL'S 1 GAL. 3,003 SF REFER TO DETAIL I/SHEET L3.04 I Q J Q JAPANESE SPURGE 3'O.C. 385 PLANTS MATURE:6-12"HT./6.12"WD. l'Jn LL < FULL TO PART SHADE/EVERGREEN D 0 PT 303 SUN MIX SEED 23,360 SF REFER TO NOTES I ' ` Ll.l BY PRO TIME LAWN SEED 7.10 LBS./1,000 SF 230 LBS PERENNIAL RYEGRASSES,CHEWINGS FESCUE v IT MISCELLANEOUS o J o 0 ITEM SEE QTY. COMMENTS yam; EXISTING LANDSCAPE TO REMAIN v PROTECT AIT D 01 kW' BARK MULCH TREE PROTECTION -- , I= P F 1 ORIENTATION IN DIRECTION OF TYPICAL MOWING STRUCTURAL INFILTRATION PLANTER PLANT MATERIAL SCHEDULE SYMBOL ZONE A-HERBACEOUS ITEM SIZE OTT. COMMENTS JUNCUS PATENS 1/2 GAL. 1,500 REFER TO DETAIL 1/SHEET L3.04 SPREADING RUSH 1'O.C. MATURE:1'-2'HT.!CLUMPING PART SUN/MOIST/MASS CAMASSIA QUAMASH 1/2 GAL. 568 REFER TO DETAIL 1/SHEET L3.04 COMMON CAMAS 1'O.C. MATURE:24"HT. �, /, SUN TO PART SHADE/WET/MASS o ✓%;,' CAREXOBNUPTA 1/2 GAL. 1,500 REFER TO DETAIL I/SHEET L3.04 a 4,900 SF SLOUGH SEDGE 1'O.C. MATURE:2'-5'HT./SPREADING H IE 5,635 PLANTS SUN/MOIST/MASS L DESCHAMPS/A CESPITOSA'BERINGENSIS'1/2 GAL. 1,500 REFER TO DETAIL I/SHEET LS2 o TUFTED HAIRGRASS 1'O.C. MATURE:0.75.4'HT.SUN/MOIST/MASS n N I SYMPHYOTRICHUM SUBSPICATUM 1/2 GAL. 567 REFER TO DETAIL 1/SHEET L3.04 W DOUGLAS'ASTER 1'O.C. MATURE:3'HT. CL o SUN/MOIST/MASS • O CORNUS STOLONIFERA'FARROW 5 GAL. 14 REFER TO DETAIL 2/SHEET L3.04 CO ^ ARCTIC FIRE RED TWIG DOGWOOD 4'O.C. MATURE:3-4'HT./3-4'WD. vJ SUN TO PART SHADE H NOTE:MASS PLANT EACH SPECES IN EQUAL DISBURSEMENT IN PLANTED AREA SHOWN. Z W 4�GISTEP, L IA 7s \W ECEY .STRICKLER F ^ Ct OREGON 9� ,' .R S1/18/11.t�� L.L. 4PE AgG EXPIRES 11/90/I6 a L o I-- DATE 1592018 11. DRAWN I KNY J DESGNED I KNY m CHECKED n 1 Q PROJEC. 1 2/11 1171IB10 - LL SHEET TITLE U PLANTING LEGEND sJ SHEET NUMBER E 2 0° L6.02 P1 LAND USER S u F cS---- 4-,i 11:3 NSTALL BARK MULCH N 3'DIA. ° O• SAUCER.SAUCER SHALL BE REMOVE CONTANER FROM PLANT ANDjPOAKED WITH WATER AFTER SCORE ROOTBALLS TO LOOSEN ANYPLANTNGR STALLA ND MATERIAL PRIOR TO V NSTALLATION. GENERAL PLANTING PLAN NOTES: p o N • / ° 1. ALL CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6"BELOW Z °i (��y/�� �V FINISH GRADE C BACKFLL WITH TOPSOIL.AMEND 5§?.p BOTTOM OF TREAT AREA AND REMOVED FROM THE SITE.BACKFLL WITH TOPSOIL TO TOPSOL PER LAB ANALYSIS ANDH-N PROJECT SPECIFICATIONS. ORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED AMENDED SOIL PER THE PLANS. K E 3. EQUAL A_ _ _ 2. CONTRACTOR TO VERIFY WRH OWNER AND UTLRV COMPANIES THE LOCATIONS OF ALL0 d m I= III ll-1 UTILITIES PRIOR TO CONSTRUCTION,TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS 11-11 I1H HT 1LI AND ELEVATIONS OF ALL EXISTING UTILIZES,WHETHER SHOWN ON THE PLANS OR NOT. ALL GROUND COVER SHALL BE PLANTED AT EQUAL ~1 I HL THE CONTRACTOR SHALL PROTECTIONCALV SERVICE 72 HOURS PRIOR TO TRIANGULAR SPACING PER ON CENTER SPACING AS I - 6- 6' -LEI- II-III CONSTRUCTION. SPECIFIED ON PLANTING PLAN. MN. � MN. 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE,GRADES,TOPSOIL QUALITY AND DEPTH. • _ J - SCARIFY 4"DEEP DO NOT START ANY WORK UNTL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. LOCATE GROUND COVER ONE HALF OF SPECFED AND RECOMPACT SPACING DISTANCE FROM ANY CURB,SIDEWALK,OR L L 1- - ,, LJ-L 1- VERIFY LIMITS OF WORK BEFORE STARTING. OTHER HARD SURFACE,UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES BACKFLL WITH APPROVED TOPSOIL.AMEND TOPSOL WRH PLANS TO THE LANDSCAPE ARCHITECT. PER THE LAB ANALYSIS. 5. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3"LAYER OF BARK MULCH BED,UNLESS NOTED OTHERWISE. 6. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18"FROM OUTER EDGE OF PLANT Cr) MATERIAL BRANCHING.WHERE GROUND-COVER OCCURS.PLANT TO LMITS OF AREA AS SHOWN. GROUNDCOVER SPACING DIAGRAM SHRUB PLANTING Z SCALE NOT TO SCALE SCALE NOT TO SCALE 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGEIN ALL LANDSCAPE BEDS- Z 1 STREET TREE 8. CONTRACTOR TO FINEN W GRADE AND ROCK-HOUND ALL PLANTI NG AREAS PRIOR TO 0 ROOT BARRER REQUREMENT: PLANTNG,TO PROVDE A SMOOTH AND CONTINUAL SURFACE,FREE OF IRREGULARITIES TREE INSTALLATION STEPS: INSTALL 18"X 15'ROOT BARRER" (BUMPS OR DEPRESSIONS)&EXTRANEOUS MATERIAL OR DEBRIS. I- !, 1.WHLE TREE IS OUT OF THE HOLE: WHERE ANY TREE LOCATION IS WITHIN if j • REMOVE WRE BASKET 5'OF ANY HARD SURFACE PAVING OR 9. QUANTITES ARE INTENDEDTHEIR TO ASSIST CONTRACTOR IN EVALUATING THE OWN TAKE �l �/ COMPLETELY. UTILITY BOX.INSTALL PER OFFS.THE CONTRACTOR SHALL BE RESPONSELE FOR BID QUANTITIES AS NDICATED ON N \ L-t_ • LOOSEN TWINE FROM ROOTBALL ° MANUFACTURER'S RECOMMENDATION. THE PLANS.F THERE IS A DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND / F- AND REMOVE COMPLETELY. •A .• 9 0 AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE GRAPHIC SYMBOL QUANTITY Z O CO 2.PLACE TREE IN HOLE. 'IN Ir 9 "APPROVED ROOT BARRERS. SHALL GOVERN. LL 3.UNFOLD BURLAP AND CUT AWAY °Q ` O °°DEEPROOTUB 18-2 TOPSOIL NOTES: LLI n/ a AT LEAST 3/4 OF BURLAP. NDS EP-1850 10. COORDINATE PLANTNG INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER LJ. 4.BACKFLL TREE ROOTBALL WITH -°•� �,j" OR EQUIVALENT 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE AND DRAINAGE SYSTEMS. 0 f l APPROVED AMENDED SOIL. ., •.. ° NUMBER N THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE O I.J. 0 ♦v - BEDS AND SEEDED AREAS AS SPECFED BELOW UNLESS OTHERWISE NOTED.AMENDED 11. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE ° ._!S ' e TOPSOIL SHALL INCLUDE ALL NECESSARY FERTLIZERS,ORGANIC AND INORGANIC EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.EXISTING VEGETATION TO O AMENDMENTS BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT REMAN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. DEVELOPMENT. J I • SCARFY ALL PLANTING AREA SUBGRADE TO A DEPTH OF 6".INSTALL&TILL N 2" 12. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTLITES OR O U DO NOT CUT G LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUBGRADE AND RE-COMPACT TO 95 h. CROWD EXISTING TREES,NOTFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS. 314"WDTH PLASTIC TREE PROVIDE MIN.12.DEPTH AMENDED TOPSOIL TO ALL PLANTING AREAS. r'/�•11 MAN LEADER '� ��� TE-CHAN LOCK OR • O V J ° _I� ° APPROVED EQUAL. PROVIDE• MIN.18'DEPTH AMENDED TOPSOIL TO ALL PLANTER ISLANDS PLUS 13. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL MOUNDING REQUIREMENT. PLANTING OPERATIONS AND ACKNOWLEDGEMENT THAT ALL PUNCH LIST ITEMS HAVE BEEN I _j Z COMPLETED BY THE CONTRACTOR.MANTAIN TREES,SHRUBS,LAWNS AND OTHER /, 2. UPON BENG AWARDED THE CONTRACT,THE GENERAL CONTRACTOR SHALL COORDNATE PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTFCATION AND ACCEPTANCE, U I-- NSTALL BARK MULCH N 3'DIA. °f III ' 6'MN.BRANCHING WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE ARCHITECT,TO WHICHEVER IS LONGER.WARRANTY ALL PLANTING FOR A PERIOD OF ONE(1)YEAR FROM �..J Q SAUCER.SAUCER SHALL BE '� HEIGHT DETERMINE THE SUITABILITY AND AVAILABILITY OF THE EXISTING SITE TOPSOL.THE THE DATE OF ACCEPTANCE. J Z SOAKED WITH WATER AFTER II�'� CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING I PLANTING. 2"z2"WOOD STAKE DRIVEN THAT THE TOPSOIL BE ANALYZED FOR A LANDSCAPE CROP.AFTER RECEIVING 14. REMOVE EXISTNG WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC Q 78"BELOW UNDISTURBED RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNERS AMENDMENTS AND FERTILIZER. FINISH GRADE SOL AND LONG ENOUGH REPRESENTATIVE AT WHICH TIME A DECISION WLL BE MADE BY THE OWNER AS TO I C ) I. III 1= /�,\ -- --11 TO SECURE LOWER 2/3 OF WHETHER OR NOT THE EXISTING ON-SITE STOCKPILE WILL BE USED FOR THE PROJECT. 15. BACKFLL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAN;ONE PART FNE `.J I -11, - = J-"�,I i 111 TREE TRUNK FROM SWAY. GRADE COMPOST TO FOUR PARTS TOPSOIL BY VOLUME.INCORPORATE ANY SLOW Q m=n1 �' \bk, CIE 0 C] _ 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE RELEASE FERTILIZERS AND AMENDMENTSPER L LABANALYSISRECOMMENDATIONS. -II�1 /111 SO ECOMMENDA IONS. ��// J �•1/ II C / / \ t2' II- RECOMMENDED AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS LL CO ..L 0 Iff-i ( 11 M III= ALONG WRH ADDITIONAL AMENDMENTS AND FERTLIERS LISTED N NOTE#6 AND I7 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL_ �///�� = BACKFLL WITH TOPSOL < < �� BELOW. SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. r F' TO MINIMUM DEPTH OF IB". !11 D CD Q =ui-- A-• - 1 = AMEND TOPSOIL PER LAB PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH CD CD ' =1- - -1' I-111a IL IL 4. IN THE EVENT THE EXISTING ON.SITE TOPSOIL IS OF POOR QUALITY(AS DETERMINED BY THE DRAWINGS AND SPECFICATIONS MAYBE REJECTED BY THE LANDSCAPE ARCHITECT r1 L 111'L=J I�lll-III ANALYSIS AND PROJECT THE SOIL ANALYSIS)OR IS UNAVAILABLE FOR USE.THE OWNER'S REPRESENTATIVE WILL AT NO COST TO THE OWNER.THESE ITEMS MAYBE REQUIRED TO BE REPLACED WITH H LL F- SCARFV 4'DEEP RI I- ��(=�L SPECIFICATIONS. MAKE A DECISION AS TO WHETHER OR NOT THE NUMBER FOR IMPORTING 9"OF AMENDED PLANT MATERIALS THAT ARE N COMPLIANCE WITH THE DRAWINGS. AND RECOMPACT IMPORTED TOPSOIL WILL BE ADDED TO THE SIGNED CONTRACT AGREEMENT. 17. CONTRACTOR SHALL BE RESPONSELE TO SECURE ALL PIIANT MATERIAL IN THE SIZE m 5. IF AMENDED MPORTED TOPSOL IS TO BE USED,THE GENERAL CONTRACTOR WILL BE SPECIFIED ON PLAN PRIOR TO INSTALLATION.N THE EVENT THE PLANT MATERIAL IS NOT NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED AVALABLE IN THE SEE SPECIFIED,THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' O DECIDUOUS TREE PLANTING ACCORDINGLY.TOPSOL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES REPRESENTATIVE,AND THE LANDSCAPE ARCHITECT,A WRITTEN ESTIMATE TO INCREASE WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP.DO NOT OBTAN FROM BOGS OR PLANT MATERIAL(AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(IE.4"POT SCALE:NOT TO SCALE MARSHES.IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268,WITH A PH RANGE OF 5.5 TO ONE GALLON CONTAINER,2'CALPER TREE TO 25"CALIPER). TO 7D,FREE OF STONES 1 INCH OR LARGER N ANY DIMENSION.AND ANY OTHER EXTRANEOUS MATERIALS(ROCKS,STICKS,RUBBISH,SOD)HARMFUL TO PLANT GROWTH. 18. CONTRACTOR SHALL BE RESPONSBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO AN ADDITIONAL SOLS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOL FROM SLOPES.THIS COULD NCLUDE,BUT NOT LIMITED TO,EROSION CONTROL FABRIC, 6. AMENDED MPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND STAKING,NETTING,AND STRAW WATTLES.SUBMIT METHOD OF SLOPE STABLIZATION TO AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS.TOPSOIL ANALYSIS SHALL - LANDSCAPE ARCHITECT FOR REVEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO STATE ORGANIC MATTER,INORGANIC MATTER(SILT,CLAY AND SAND),DELETERIOUS IMPLEMENTATION. F MATERIAL,PH,MNERAL AND PLANT-NUTRIENT CONTENT.IN ADDITION THE REPORT SHALL L_ ALSO STATE RECOMMENDED QUANTITIES(BY PERCENTAGE OF WEIGHT"I.E.2 LBS OF 19. PRIOR TO MOBLIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT.Itf 15-15-15 PER 1000SF)OF NITROGEN.PHOSPHORUS AND POTASH,NUTRIENTS AND ANY WRRNG,IF THEY BELEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY C LIMESTONE,ALUMINUM SULFATE.OR OTHER SOL AMENDMENTS TO BE ADDED TO NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED C�/ PRODUCE A SATISFACTORY AMENDED TOPSOL.FURNISH REPORT AND BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITES.F LL RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FALS UJ DAYS PRIOR TO MOBLQATION. TO GROW(EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS ^ DETERMNED BY THE OWNER,NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE Q. 7. IN ADDITION TO THE SOLS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ''^^ SHALL ADD 1 PART(2"LAYER)OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED CO TOPSOIL.SUBMIT CUT SHEET OF HUMUS MATERIAL(CERTFED FINE COMPOSTED YARD 20.NOTIFY THE LANDSCAPE ARCHITECT N WRITING,WHEN CONDITIONS DETRIMENTAL TO (- DEBRIS)TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO PLANT GROWTH ARE ENCOUNTERED,SUCH AS RUBBLE FLL,POOR PLANTING SOL Z MIXING. ADVERSE DRAINAGE CONDITIONS,OR OBSTRUCTIONS,PRIOR TO PLANTING. W #GIST '4 8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED 21.PLANTING RESTRICTIONS-PLANTING IS NOT PERM RTED DURING THE FOLLOWINGcc AREA TO A MINIMUM DEPTH OF 6 NICHES.REMOVE STONES LARGER THAN 1"IN ANY CONDITIONS,UNLESS OTHERWISE APPROVED INWRRNG' G ECKY(ATE DIMENSION AND STICKS.ROOTS,RUBBISH AND OTHER EXTRANEOUS MATERIALS.REMOVE A. COLD WEATHER:LESS THAN 32 DEGREES FAHRENHER UJ WEEDS FROM EXISTING SUBGRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT B. HOT WEATHER:GREATER THAN 90 DEGREES FAHRENHEIT WEED GROWTH.SPREAD HALF OF THE AMENDED TOPSOL MIXTURE AND WORK INTO TOP C. WET WEATHER:SATURATED SOL > STRICKLER a F OF LOOSEN SUBGRADE TO CREATE A TRANSITION LAYER.PLACE REMAINING HALF OF THE D. WINDY WEATHER:WIND VELOCITIES GREATER THAN 20 M.P.H. PLANTNG SOIL MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS,GRADES AND OREGON E ELEVATIONS SHOWN,AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. 22. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND 0% Li RRATION SYSTEM. f'1I1/18/11 IO 9. WITHIN TREE WELLS&PLANTER ISLANDS.REMOVE EXISTING SOL AND OTHER DEBRIS,TO LSL """CC�� ,R�,E � A MINIMUM DEPTH OF 18'AND REPLACE WITH AMENDED TOPSOIL.ADD ADDITIONAL SOIL 23.DO NOT LOCATE TREES N EXPIRES` II/30/18 tI AS REQUIRED PER DETAILS AND NOTES. - a • g o 10. THE CONTRACTOR SHALL SUBMITSHIPPINGIC 24.SEE CNL PLANS FOR EXISTING TREES TO REMAIN ON SITE. ���------ TO THE LANDSCAPE ARCHITECT, TIC KETS FOR DATE 15/95018 A'A7 IMPORTED TOP SOL AND HUMUS MATERIAL,60 DAYS PRIOR TO INSTALLATION FOR REVIEW 25. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK.THOSE I DRAWN I KNY AND WRITTEN APPROVAL. THAT DO NOT WLL BE REJECTED.2"CALIPER TREES MUST BRANCH AT 6'MIN.HT. J 'm U DESBNED I KNY U CHECKED IMCL 0 TOPSOIL NOTES O PLANTING GENERAL NOTES a PROJECT# 121712810 u4i'v SCALE:N/A SCALE:N/A LL SHEET TITLE - 0 DETAILS&NOTES s SHEET NUMBER 0 F iii 3 CO L6.03 2 LL CIALAND USE II i LEGEND GENERAL NOTES I Z W ILLUMINATION NOTES ®1- JUNCTION BOXES 1, ALL MATERIAL AND WORKMANSHIP FOR STREET LIGHTS SHALL CONFORM TO < o P.G.E.SCHEDULE 91,OPTION"B"SPECIFICATIONS. ALL MATERIALS AND APPROVED STREET LIGHTING EQUIPMENT411/1 INSTALL 13"X24"PRECAST CONCRETE JUNCTION BOX INSTALLATION SHALL BE APPROVED BY P.G.E. J U r N FOR STREET LIGHTING PER P.G.E.REQUIREMENT. W ''L.'- 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT STANDARDS (/) c OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA)AND L�U) Z m'� 1. LIGHT POLES AND MAST ARMS SHALL BE PGE-APPROVED ALUMINUM,SPUN,ANCHOR BASE. THE UNDERWRITERS LABORATORIES,INC.(U.L.).WHEREVER APPLICABLE.IN =Q >ff o ILLUMINATION ADDITION TO THE REQUIREMENTS OF THE PLANS,STANDARD SPECIFICATIONS. 06 a o M MANUFACTURER: CATALOG NUMBER: AND THE SPECIAL PROVISIONS,ALL MATERIALS AND WORKMANSHIP SHALL I P°ro VALMONT 2070845805T4/1MA06326 LP INSTALL LUMINAIRE LIGHT POLE(LP),POLE NUMBER(N). CONFORM TO THE CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL I � N S HADCO 21-585PGE (N) CODE(NEC),THE NATIONAL ELECTRICAL SAFETY CODE,STANDARDS OF THE u c o P&K POLES RTABL30AAS1632D AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI),AND ANY LOCAL ® m 2.2 UNION METAL 150-B116-Y3 ® RETAIN AND PROTECT EXISTING LIGHT POLE(LP). ORDINANCES THAT MAY APPLY. VW 2. POLE FOOTINGS PIECE SHALL BE PGE-APPROVED PRECAST CONCRETE,THE POE-APPROVED FOOTING IS: 3. LOCATION OF ILLUMINATION CONDUITS AND JUNCTION BOXES ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH OTHER UTILITIES TO MANUFACTURER: CATALOG NUMBER: O INSTALL(S=SIZE)INCH ELECTRICAL CONDUIT. ENSURE PROPER INSTALLATION. UTILTIY VAULT 4. THE CONTRACTOR SHALL COORDINATE WORK WITH JOSE GRAJEDA OF PGE AT 1 5CL-LB-PGE COMPANY Pi_ I INSTALL 1/4"DIAMETER POLY PULL LINE(500-POUND MIN.STRENGTH). (503)672-5602 TO DETERMINE POWER SOURCE FOR THE LIGHTING SYSTEM. THE CONTRACTOR SHALL INSTALL CONDUIT AND WIRING TO POWER SOURCE 3. THE PGE APPROVED JUNCTION BOXES TO BE SUPPLIED AND INSTALLED BY THE AS REQUIRED BY PGE. CONTRACTOR ARE: CONSTRUCTION NOTE 5 EQUIPMENT SUBMITTALS AND POLE DRAWINGS SHALL BE PROVIDED TO THE MANUFACTURER: JB-1 CATALOG NUMBER: JB-2 CATALOG NUMBER CITY OF TUALATIN BY THE CONTRACTOR AFTER AN INITIAL REVIEW HAS BEEN NEW BASIS FCA132418T-00043 FCA173018T-90026 Gj') EXISTING LUMINAIRE TO BE REPLACED BY OTHER WITH THE COMPLETED BY THE PROJECT ENGINEER.THE CITY APPROVAL OF THESE CO QUAZITE(HUBBLE) A42132418A017 A42173018A017 FOLLOWING:LEOTEK MODEL GC1-40E-MV-NW-2-GY-530 S SUBMITTALS MUST BE OBTAINED PRIOR TO CONSTRUCTION. '.._, ARMORCAST A6001946TAX18-PGE A6001640TAX18-PGE I Z HIGHLINE CHA132418HE1 CHA173018HEI Z OLDCASTLE 13241617 17301620 0 Ll_i LIGHT LEVEL SUMMARY TABLE H H "ELECTRIC"or"POWER"shall be in the lid area. I (.. ROADWAY SEGMENT CLASSIFICATION TARGET DESIGN Q 5. COBRAHEAD STYLE LUMINAIRES SHALL BE:FLAT LENS,GRAY. THE PGE-APPROVED VALUES RESULTS N LUMINAIRE IS: SW DURHAM RD MINOR ARTERIAL LIGHT LEVEL: >_1.0 fc LIGHT LEVEL: 1.06 ilDeZ O (.0 SW 92ND AVE TO SW 88TH AVE INTERMEDIATE UNIFORMITY: 5 4:1 UNIFORMITY: 3.5:1 MANUFACTURER: CATALOG NUMBER: I W LEOTEK GC1-40E-MV-NW-2-GY-530 S SW 92ND AVE NEIGHBORHOOD LIGHT LEVEL: >_0.4 fc LIGHT LEVEL: 1.10 0 a_ -1 SW MARTHA ST TO SW DURHAM RD ROUTE UNIFORMITY: 5 6:1 UNIFORMITY:5.5:1 0 0 O 6. SHOEBOX STYLE LUMINAIRES SHALL BE:FLAT LENS.GRAY. THE PGE-APPROVED LUMINAIRE IS: LUMINAIRE SCHEDULE 0 MANUFACTURER: CATALOG NUMBER: 0 CREELEDWAY STR-LWY-2M-HT-02-E-UL-BZ-700-40K-R-UTL QTY MANUFACTURE MODEL WATTAGE INITIAL LUMEN COLOR TEMPERTURE LLF BUG RATING = _Z LUMINAIRE TO BE REPLACED BY OTHERS 6 LEOTEK GC1-40E-MV-NW-2-GY-530 S 70W 7,195 4000K 0.85 B2-UO-G2 CO , F- POLES 5 THROUGH 10 6 LEOTEK GC1-40E-MV-NW-2-GY-530 S 70W 7,195 4000K 0.85 B2-UO-G2 V _�1 z 7. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED TWISTLOCK,ELECTRONIC,105-300 VAC, I POLES 1 THROUGH 4 4 LEOTEK STR-LWY-2M-HT-02-E-UL-BZ-700.40K-R-UTL 45W 5,051 4000K 0.85 B2-UO-G2 0 L.L. Q o MANUFACTURER: CATALOG NUMBER: 0 IT ACUITY BRANDS D124-1.5-1704 W SOUTHERN TECHNOLOGIES - 6390TF-PGE New LED New LED Replace Existing LED 0 0 0 Shoebox Luminaire Cobrahead Luminaire Cobrahead Luminaire Q CS. CC Ur 4 o 6'ARM 1= 8"ARM 6'ARM -� -I I-- I-- j 1 ! 1 Existing Street Light Pole 1 and Luminaire Mast Arm ' 0 LIGHT POLE LOCATION TABLE I- o MOUNTING ARM LUMINAIRE POLE AND ARM W J POLE NO STATION OFFSET' -- I- ..- HEIGHT LENGTH TYPE FINISH Q, o, o, Ui 5 m - T. '5 'v j I 3 1 32+70 22.0'RT 25' 8" CREE 45W GRAY 0 I n' ---- 5 2 20+35 21.8'RT 25' 8" CREE 45W GRAY iLS 3 21+60 21.8'RT 25' 8" CREE 45W GRAY f f Z i 4 22+87 28.4'RT 25' 8" CREE 45W GRAY ry N N W \�R40 PROF S GIN., 5 23+93 37.8'RT 25' 8" CREE 45W GRAY W 6 12+18 24.0'RT 25' 15' LEOTEK 70W BRONZE > ?A'- / 7 13+g1 24.0'RT 25' 15' LEOTEK 70W BRONZE / FF �Y 3.�oe•� 8 15+50 24.0'RT 25' 15' LEOTEK 70W BRONZE a.CC u+a o s S, .5 uw 9 17+07 24.0'RT 25' 15' LEOTEK 70W BRONZE 2 EXPIRES. oao20 z 10 18+60 24.0'RT 25' 15' LEOTEK 70W BRONZE - >- 1- DATE I E82016 pp "OFFSET MEASURED FROM ROADWAY CENTERLINE TO CENTER OF POLE. 0 0 0 DRAWN I TMR oJ DESIDNED !TMR U CHECKED j MXH i Roadway , , Roadway Roadway < PROJECT* I znueic N f Li. TYPICAL STREET-LIGHT POLE DETAIL TYPICAL STREET-LIGHT POLE DETAIL TYPICAL STREET-LIGHT POLE DETAIL SHEET TITLE O NOTES AND LEGEND SW 92ND AVE EAST SIDE SW DURHAM RD SOUTH SIDE SW DURHAM RD NORTH SIDE J SHEETNusws NOT TO SCALE NOT TO SCALE NOT TO SCALE I L.01 .z s° Cl.. uuousEs Z� N 0 $ 0 20' 40' ao' a, N Q \/ J U f f A© O N N �i1 u 3¢0 .i --._ :AT man10.NJ 11 0 12♦00 D+0014.00tY7D1hOC 9+00 1S+00 19♦002M002NOc u1O.�.�_ _�__ _ 1_-_ _I _ _—'___�-_ _ __4___ { _ _}—__ _+__ _-I- _ I_ _-_{ �__ { _ _�_ _ } _.__ _� SW DURHA •RD • • tea_. � a __ ♦.. ___ —J / a 5 t P 1 al J COmU @_ n _ PL 1 41111111 O z z ®� [ [am II Him l I,lm o w P'L. I �000Uoo�� I- �c H w Z T I o0u, W 1 O O 00 O PL {Ilb {i���1��� U O e<=in,I :I:,,. ��1 ��, O (-- L7 0 le CI) 0 ...11T' 0. = J Z N , F— J C9_ () I-- 11211 — , p ...... p o _1 CO ® PL C) U Q ei NJ allilirk CA 1 ti)_ 0 o r a ars 3 I I \ SEEPED NROf LU > vit# ''''''''''N„K.....,:: v vHus { s„� \ 2 EADIRES:6,302020 I \ a `\\ - DATE I62D2018 A �\ _ J DRAWN TMR I°g T DESIGNED {TMR 6 I -.. Q CHECKEEROJEcTD� H]910 128 - - - LL SHEET TITE m, °°O STREET LIGHTING PLAN a • J SHEET NUMBER ' IL.02 E k 1 - :AND USE B g W N 0 20' 40' 80' a& vI Q o m VI J U T = XI 1 1 1 IAO ~ o - _ L - • _.i' - �(n iou ,. . E = !' - 15+W 16.00 - - ,7.00 18+W ,9+00 -= 20+00 21+00 I . -.. .. SW DURHA D u ,� t e 3 n-. .. Yi . - _ ..-.._ _ P i L u } Z Ll.l T f tTf n1 poc-'Q' O i r U r , 5 CC 0 co ji. • -- _ loll ,,i111811111� 0' LIGHT LEVEL SUMMARY TABLE a�r a egs/ � TARGET DESIGN O s;`A , :I '! ~ ROADWAY SEGMENT CLASSIFICATION = J Z 4 VALUES RESULTS 0 ( > .% wlARTERIAL LIGHTft � v.. _ SW DURHAM RD MINOR LEVEL: _1.0 LIGHT LEVEL: 1.06 Q ' _I:. LP �. SW 92ND AVE TO SW 88TH AVE INTERMEDIATE UNIFORMITY: 1:1 UNIFORMITY: 3.5:1 Ilip �, SW 92ND AVE NEIGHBORHOOD LIGHT LEVEL: >_0.4 fc LIGHT LEVEL: 1.10 0D 0 I _ = SW MARTHA ST TO SW DURHAM RD ROUTE UNIFORMITY: 5 6:1 UNIFORMITY:5.5:1f— s 4 na LOT F. — Ci 2:1"sA2 , - 5 _ rrQnn W rQnn Ct .11.11 Q1 'i F ti z {-- LL — -6 I; ; ,3.. g -41 f. .I.: r :, - I �i ; i1 '� '� .-. . ! C^ __ I W 1 _- Z �,g3 PRO es r 8 0 I An, 1 3 e ,fay LU i 1 lief__ AN 1y F9 3 y0 y.T A l T L _i ^K1e S` O'9600 I C EXPIRES'.&'30rz020 8 T j— DATE 1 wool 2-o !— DRAM TAR <] - . DESi„NED 1 TMR . 0 CHECKED I MXH m T g .___ --__-_ '. Q PROJECTx :m,ze,c -- - SHEET THE SI- 1 a & 0 PHOTOMETRIC PLAN SHEET MIMBER g-- 1 I L.03 2 s �___ +0No USE x a ; 7FM . PL- CLA• A ® HV ; " bassetti architects • = i F I-. ,_: �.= STANDARD EROSION AND SEDIMENT ) --� SW DURHAM ROAD -- _- 721 NW 9TH Ave,Suite 350 '+ -;ti a; Portland, 97209 ,>(� 1 I Y _ 1, CONTROL PLAN DRAWING NOTES P i206)Portland, ,Oregor F 209 340 9519 's y } I 1. Holapretanatrudion meeting ofpro)e7ansmxlanpersonnelthatinciwes the insperorto discuss erosionand THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT.THIS ESCP AND I fi I setlmenl congd measu es and conswdion 6000 ISdredale A8.c.i.(3)i GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT 4-E5 fi -.( ��� `� I 2. Nlinspecusmoetbernadebaccodeo0wtahDEO1200.CpermOrequiremenn.(Sd100UeAl2.0m1nS0hetlua REQUIREMENTS.IN CASES OF DISCREPANCIES OR OMISSIONS,THE1200CPERMITREQUIREMENTS CIVIL ENGINEER&LANDSCAPE I s B.1 __- i >C 1r 5^®� � ; t : 3 Inspetlwn logs must B leap m ec atlas a with DE0's 12W C permit requirements.(ScheduleB.1.c and 82) SUPERCEDE REQUIREMENTS OF THIS PLAN. Cardno 3 `, 4. Helen acopy of the CUSP and all reNeIons on site and maim a400914Ge on request to DEO,Agent,Or the tonal 6720 SW Macadam Aye Suns 200, $_ $ ' T r I, DEVELOPER municipality.During inactive periods of greater than seven(7)consecutive calendar days,he above records must Portland,OR 972t8 - [ t� -�' �"- -ly-t DEVELOPERJCOMPANI':TIGARD TUALATIN SCHOOL DISTRICT be retained by the pemet regiaranl but do not need to De at the construction sia.(Schadue 8.2.c) BMP MATRIX FOR CONSTRUCTION PHASES 7(5031-0192500 s FFF y 5. AN permit registrants must impement the ESCP.Failure to implement any of the control measures m practices & _ +" c, CONTACT:ERNIE BROWN .,asv \ desaibedntha ESCP ssaviaationofthe permit. STRUCTURAL ENGINEER y'a- _ P -? 6970SW SANDBURG STREET �' REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF -I II -� � - .y` t TIGARD,OREGON 97223 6, The ESCP most be accurate and reflect site conditions.(Schedule A.12 c) Catena Engineers __ J_- ♦ �' ,.a,�,�w�` 7. Submission of all ESCP revisions snot requne.ltorSubmittal0 of the ESCP revisions it only rndet Specific mrxlitorts. AVAILABLE BMP'a5`. .,' Ison NE living Si,&Ate 412 rt 1 `� { �, "- � PHONE:559-907-1012 Submit all necessary revision U DEO or Agent within 10 days.(Schedule A.12 c.iv.and v) Penland OR 97232 J- ,rr EMAIL BROWN@TTSD.KI2.OR.US E. Prase Gearing and grading to the maximum exam'pacticat to preven.exposed inactive areas from becoming e 7(503j-06749N `I 7'' ,. mil. source of erosion.(Schedule A.7am) MASS UTILITY Sutter FINAL WET WEATHER n r 5. Identify.mark,and protect(by construction fencing or other means)ethical npanan areas and vegetation including I MECHANICAL ELECTRICAL 8 coo .-� ',Z.` ),i CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION PCT.1-MAY 3IST) _ __ important tees antl assocletea r000n zones,antl etation areas to be preserved.Identyvegetative buffer PLUMBING ENGINEER i - I I zones berweet the site and sensitive areas(e.g.,wetlands).and other areas to be preserved,especially el • cwsioxaae0Nlne • Glumac - ! -1 14T PLANNING/ENGINEERING/ • penmefaaees.(Schedule A.B.cl.1 and(2 raeazwlLft4.\4a^A10N •x x x x x x ( () )) 903 SW fifth Ave.,Suite 1600 _ I 10 Preserve coolie vegetation when pad'ical and re.mgetale open areas.Re-vegetate open areas when practicable aNcuwmv�e x x Portland.OR 97204 -_- ',1"*'‘, I1TA mMNIIFAWIipTR,S x before n after grading or existing construction.identity the type of vegetative seed mix used.(Schedule A.7a v) P.M10Eflws x T(503F22T-5280 f I SURVEYING FIRM tt. Maintain and delineate any exiting refuel hufferwillunthe 50.(eel of eaters of the state.;Schedule A7Aa.ard ~" ENGINEERING&SURVEY FIRM:CARDNO 12(a)(b)) A 'FOOD SERVICE CONSULTANT ILL, �J ' '� - p CONTACT:MATT LEWIS 12. Insallpenmetesediment conkpl,ndutlingstorm drain inlet protediO'00Segas air sediment bases,taps,and t�urxkxar;asawRaNlsseAnxa T CONTIlte. x z z x z x Webb Foodservice Design I, , 52. 1/ ADDRESS:6720 SW MACADAM AVENUE,SUITE 200 barriers prior to land disturbance(Schedule A.8.c..(5)) atacaowso 37W SE Lafayette Cl f -� 7,7 13 Control bah peak pow rates and total smnnv2ler volume,to minimize erosion at outlets and downstream charnels croon , Portland,OR 97202 I PHONE 03-4199-25W t /--__ and streambanks.(Schedule A7.ci semen COMM - T(503F236-B566 L .-' I. . FAX'1503-419-2600 14 Control sediment as needed along the site penmemr and of all operational internal storm cram inlets a all times woeoe000nc:PFawt ce, -e xx I i .€ eMez en C., during construction.born internally and at the site boundary.(SchatlWe A7.d.i) senvexrsaaa,wt.nttn e x x x ACOUSTIC&AV CONSULTANT 4 //J i�_ ,.,.�� p v '� 15: Fslablish mnaete buck and ocher conaete equipnled washaN areas before begmni;g«mete so to(Schedule STRAW w toes a a x i The Greenbusch Group \ / AB.c.i.i61) 00 Seal e,Nickerson St,Suite 201 \\\\\ �) -.:s 1.3'iF 't'c:'" `�`" 16. Apply temporary ardor pamlaienl soil s.abl¢atioi measures immediately on all disturbed areas as gracing t7'eo "x x x x x x SaeNe.WA 98119 ...------, ' ' progresses.Temporary m permanent stabloel ins measures are not required for areas Tel are intended m be tail 0l0 T 206.378-0569 unvegetated,such as dirt access roads or utAy pole pads(Schedule A 8 c.u.(3)) MAEM MT 17. Estadish material and waste storage areas,and other non.sirnmwater controls.(SdedWe A 8 c i.(7)) w onu BURS DiOda''""''`: SITE MAP NARRATIVE DESCRIPTIONS 8 Prevent tracking of sediment ono public orprivate roads using BMPs such as mnswdog entrance.graveled(or x x COST CONSULTANT NOT TO SCALE paved)exits and parking areas,gravel all unpaved roads located onsta,or use an matte wash.These BMPs must auras cox m Construction Focus EXISTING SITE CONDITIONS be in place poor to land-disturbing activities.(schedule A 7.d.e and ne.c.iI4p w'RUNOff CO0100''ce x x x x 743 rdmaeen St. 19. Wren trucking saturated soils tom the site,either use water-tent tads or drain loads on silo.(Schedule r:rLSLowtxwx Exgene,OR 97402 0.7.d 0.(Sji OOOE' CM@ T541-686-2031 'ATHLETIC FACILITIES,EXISTING SCHOOL STRUCTURES,PARKING LOT suiwac<apxxaxwa 20 Control prohbtted dscharges from leaving the construction site i.e., wash-out wastewater from Geawut ceDAus. ,,,r- DEVELOPEDCONDITIONS of mecca,to nt Ieeod coring compoun s.(Scheduleeonop A 6)/ x 11 Use BMPS to prevent a m turnize smnnwateexpasure m poluants Tram sotto'vehicle aM egwptnent fuelb9, "INwrmNeOpN x --_- ' �� li ,; maudettance,and storage'otter Gearing aid mamaarme aiiten as a e waste handing activities.These %toa9isoiups x x _ 'SCHOOL IMPROVEMENTS,TENNIS COURTS,SOFTBALL FIELD WEST PARKING pokuann rid tle f a hydaWc fled,and omerals From vehicles and maJlAery,as we l a tle6rs,fertilizer, NV wuru^w1 x x x x x I , LOT,VISITOR PARKING LOT. pesticides and nerbidaes paints,saNents,ruing compounds and adhesives from construction operations. SKI Nroxaia z x x x x z - - (Schedule A7 '(2)) =C.,wxsromzra" x x x a NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME 22. Implement the following BMPs when applicable:written 5p111 prevention and response procedures,employee gaining mx�: - �, /OO` m spill prevention and proper dispcaal procedures spill Mrs in all vehicles,regular maintenance schedule for -'- --- RT- TABLE vehicles and machinery,material delivery and storage controls,training and Manage,and covered storage areas for q p row 1 �� 'CLEARING JUKE 201&DULY 2018 w 23 Use ea r,odic bmdIg agentw other dust conrol technwue as needec toa nil vend b own soil.ScheduleA( t ) ) wasteadsu plies of lanolineA 7 e.tG) SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIV ITY.lI MASS GRADING JUNE 2018-AUG 2016 7.a.rv1 SIGNIFIES ADDITIONAL BMPS REQUIRED FOR WORK WITHIN 50OF WATER OFTHE STATE. UTRRE INSTALLATION AUG NE 2-AUA 2020 24 The l kngon ate cffe tom.used oa r l's Edam vegetaon must follow mane l0000l_recommendationsb At YP' STR�T CONSTRUCTKIN JUNE 2020-AUG 2020y m nm¢e Mmnt rek;axs m s.dece waters.Exercise raudon when uag(me-release fitWizers mlhn any' 'FINAL STABILIZATION(SEPT 2019-SEPT 2020) waterway riparian zone.(Sdtetlule P..9.ILki) shaping the Furore 10 25 IienadwetreaMemsyaem(mreample,etectracoagueticn,0o flocculation, ec.)o sediment o other RATIONALE STATEMENT STEM,P° ^^° PLAT.. �,e `�� TOTAL SITE AREA= 1,894,860 SF=43,5 ACRES pollutant removal a employed,submit an operation and maintenance Man(including system schematic,location ofI L°_ "` .Ij119 no OR system,brogan of iNel,location of discharge,tlsrmarge dispersion device nesym.and a sampling plan and A COM�REHENSNE LIST OF AVAILABLE REST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEQS '°"�° `-� ," frequency)before operating the treatment system.Obtain plan approval before operating ate treatment system. GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. P TOTAL DISTURBED AREA=762.400 SF=17.5 ACRES Operate and maintain the treatment system according to manufacturer's specifications.(Schedule A.9.tlj �Y,fD ROFfS ig '14ax�^ poaruy stabilize soils at Me end of the shift before holidays and weekends,if needed.The r isgaMs SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT c.,'l S� 26. Tem r-� B responsible for ensuring that sails are stable during rain events at all fines Of the year.(S<haduleA 7.b) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON �w ENGtNfE9 Oyy SITE SOIL CLASSIFICATION: SPECIFIC SITE CONDITIONS,INCLUDING SOIL CONDITIONS TOPOGRAPH'C CONSTRAINTS,ACCESSIBILITY TO 7 c28PE 27. As needec based on weather conditions,al the end of eadt workday tag stockpiles must be stabilized or covered VOW s°ee`D pe swim an ''�i or other BMPs must be implemented to prevent discharges to surface waters I@canveyanx systems leading to THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS ANEED TO fiJ�1� wnw ���� ��� ALOHA SILT LOAM RATING VD surface waters.(Schedule A 7 e.u.t2)1 REVISE THE ESC PLAN,AN ACTION PLAN WILL BE SUBM'TTED. ORE N Y HUBERLY SILT LOAM RATING CID 28. Construction acdvttres rant avid or minimize excavation and bare ground activities during wet weather.(Schedule „y,y 4,...,.,t r ,oo�\� 8: ■ A.7.a.i) INITIAL 9•, T `� - �` ON-SITE SOILS HAVE AMODERATE TO HIGH EROSION POTENTIAL.ALL FILL 29. Sediment fence:remove tapped sedkrzrtt before it reaches one third of the above grounc fence height and before THEW C.\E a MATERIAL SHALL NE GENERATED ON-SITE FROM GRADING EXCAVATION AND Otherfence removal. e4clrns PERMITTEE'SSITEINSPECTOR: _ CHASE HOLTAN on-eon,za,rzme �y UTILITY TRENCH SPOILS. 30 Other sediment banters(such as bobags)'remove sediment before it reaches two inches depth above ground -- r, 1 height and bem BMP moral(Schad A.9.c.i) COMPANY/AGENCY QARDNO prolecl(Satsdean9.cuiifore ret cepagrynasaeenreducedbyfftypemant.SedimeNhaconand imeNPHONE -503-4192514TIGARDTUALATINSCHOOLDISTRICT RECEIVING WATER BODIES: 31. Catch b come t ea besedeneentioniedule y r gaps:remove tapped sediments before desgn capacity has been reduced by fifty percere and a:co letion of -.-__ ` FAX 503-0t92600 (� uI PROJECT -\ _ NEAREST WATER BODY:TUALATIN RIVER 32. Wit in 24 hours,significant sediment that has Left me construction site mum be remediatec.Investigate the cause E MAI•. chase totonQcardno com TIGARD HIGHr orlhe setlment release and implement ceps to preventarecumence of the discharge withn the same 24 has. DESCRIPTION OF EXPERIENCE'WASHINGTON STATEDEPARTMENT OF ECOLOGY CERTIFIED SEDIMSNT CONTOL LEAD�CESCLI CERTIFICATION CEECLMECO31271715 EROSIONB�\ Iiir LOCATION '' Any in-stream dean-up olsedment shall be performed aaardingbthe Oregon DolownMSM M Slate Lands required SCHOOL \\\\ / I lanehame.(Schedule A.9.b.i) 33. The intertwnal washing of sediment into stomp sewers ordrekegeways must not occur.Vacuuming or dry sweeping and material pickup must be used to Geanup released sediments.(Schedule A.9D.ii1 t- MODERNIZATION VICINITY MAP NOT TO SCALE 34 The entire site must be temporarily stabilized using vegetation or a heavy muter a er tempo cry seeding or other method should all construction activities cease for30 days or more.(Schedule A.7.f.i)35. Provide temporary stabilization for that Pekin of the site where constsction activities cease for 14 days or more W with a covering of Down straw and a ackifier,loose straw,or an adequate covering of compost mulch unfit work SHEET INDEX W resumes on that portion of thee..(Schedule A7Jk) HOOD SW DURHAM RD. 36. Do not remove temporary sedinent control practices until permanent vegeator or other cover o1 exposed areas is O"' 71GARD,OR.97224 PROJECT LOCATION: PROPERTY DESCRIPTION: aelaStshed Once rnovedwatdini5admpfia and Oreseeisstadlized.aidswit localrary srommntrosandrelained soils must be D Sc a and disposed of properly.cniess Gang so um?ids with brat requirements.(Schedule Aacii(1)and03.c.f and Ili) EROSION AND SEDIMENT CONTROL PLANS H JOB NO 16992,on NEAR THE INTERSECTION SW DURHAM RD AND TAX LOTS 2S114AA00100(WASHINGTON COUNTY TAX MAP INSPECTION FREQUENCY Z ' ISSUE DATE: JUNE 4,2018 SW 92ND AVE,WASHINGTON COUNTY,OREGON 2S114AA)-LOCATED IN THE NORTHEAST OF SECTION 14, ESCO.O EROSION&SEDIMENT CONTROL COVER SHEET � Jurisdiction Stamp Area LATITUDE=45.4023620,LONGITUDE=122.768733 WASHINGTON OE26DUTH,WILIAMETTE MERIDIAN; SITE CONDITION MINIMUM FREQUENCY LOCAL AGENCY-SPECIFIC EROSION ESC0.1 EROSION&SEDIMENT CONTROL NOTES WA3HINGTON COUNTY,OREGON DAILY WHEN STORMWATER RUNOFF.INCLUDING RUNOFF W FROM SNOW MELT,IS OCCURRING. ESCO.2 CONSTRUCTION PHASING PLAN i' ATTENTION EXCAVATORS: 1. ACTIVE PERIOD CONTROL NOTES: O AT LEAST ONCE EVERY FOURTEEN(14i CALENDAR DAYS ESCI.0 CLEARING,DEMOLITION&MASS GRADING ESC PLAN-NW REGARDLESS OF WHETHER STORMWATER RUNOFF IS I. rve0eabve seed mixes are specified.seeding must lake place no later that September l:the lyoe ESC1.1 CLEARING,DEMOLITION&MASS GRADING ESC PLAN-SOUTH OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION OCCURRING. and percentages of seed in the minx must be identified on the plans. �- l CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY 2. PRIOR TO THE SfTE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT 2. NI pumping of sediment laden wea-shall be discharged over an undisturbed,preferably vegetated ESC1.2 CLEARING,DEMOLITION&MASS GRADING ESC PLAN-EAST M OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987.IF YOU HAVE ANY IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER.ANY area,and through a sediment control SMP i.e.(fitter bag). QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER.YOU MUST NOTI:Y THE CENTER AT NECESSARY MAINTENANCE AND REPAIR MUST BE MADE 3. NI exposed soils mud be covered during the wet weather period,October 0l-May 31. ESC2.0 UTILITY,STREET CONSTRUCTION,GRADING&FINAL STABILIZATION LEAST TWO BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL 503-246-6699. PRIOR TO LEAVING THE SITE. ESC PLAN-NW EROSION & - 3. INACTIVE PERIODS GREATER THAN FOURTEEN(14) ONCE EVERY MONTH. ESC2.1 UTILITY,STREET CONSTRUCTION,GRADING&FINAL STABILIZATION -J CONSECUTIVE CALENDAR DAYS ESC PLAN-SOUTH c) SEDIMENT 4. PERIODS DURING WHICH THE SITE ISINACCESSBLE IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT A ESC2.2 UTILITY,STREET CONSTRUCTION,GRADING&FINAL STABILIZATION CONTROL COVER DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR ESC PLAN-EAST DOWNSTREAM LOCATION. • C.) SHEET 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY MONTHLY.RESUME MONITORING IMMEDIATELY UPON ESC3.0 EROSION AND SEDIMENT CONTROL DETAILS ° DUE TO FROZEN CONDITIONS. MELT,OR WHEN WEATHER CONDITIONS MAKE E S C O.O DISCHARGES LIKELY. PRE-CONSTRUCTION,CLEARING,AND DEMOLITION NOTES: GRADING,STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: 1.ALL BASE ESC MEASURES(NLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDNG SHALL BE COMPOSED OF ONE OF THE 1.ALL BASE ESC MEASURES(NLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE N PLACE,FUNCTIONAL,AND APPROVED N AN FOLLOWNG MIXTURES,UNLESS OTHERWISE AUTHORIZED CONSTRUCTION ENTRANCES,ETC.)MUST BE N PLACE,FUNCTIONAL,AND APPROVED N AN bassetti NITLAL NSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTNITES. A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.SEE RESTORATION PLAN FOR NITIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTNITES. APPROPRIATE SEED NEC(UNDER SEPARATE COVER) 2.ALL'SEDIMENT BARRERS(TO BE INSTALLED AFTER GRADING)'SHALL BE INSTALLED }� 2.SEDMENT BARRERS APPROVED FOR USE NCLUDE SEDIMENT FENCE,BERMS B.DWARF GRASS MIX(MN.100 LBJAC.) IMMEDIATELY FOLLOWING ESTABLISHMENT OF FNGHED GRADE AS SHOWN ON THESE PLANS. architects CONSTRUCTED OUT OF MULCH,CHPPNGS,OR OTHER SUITABLE MATERIAL;STRAW WATTLES 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) OR OTHER APPROVED MATERIALS. 2.CREEPING RED FESCUE(20%BY WEGHT) 3.LONG TERM SLOPE STABLIZATON MEASURES'NCLUDNG MATTNG'SHALL BE N PLACE C.STANDARD HEIGHT GRASS MIX(MN.100LBJACa OVER ALL EXPOSED SOLS BY OCTOBER 1. 3.SENSITIVE RESOURCES NCLUDNG,BUT NOT LIMITED TO,TREES,WETLANDS,AND RPARIAN 1.ANNUAL RYEGRASS(40%BY WEIGHT) PROTECTION AREAS SHALL BE CLEARLY DELNEATED WITH ORANGE CONSTRUCTION FENCNG 2.TURF-TYPE FESCUE(60%BY WEIGHT) I 721 NW 9TH Ave,Suite 350 OR CHAN LINK FENCING N A MANNER THAT IS CLEARLY VISBLE TO ANYONE N THE AREA.NO 4.THE STORM WATER FACLITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE Portland,Oregon 97209 ACTNITES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRER. 2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDNG SHALL HAVE THE SURFACE ROUGHENED STORM WATER SYSTEM FUNCTpNNG AND SITE PAVNG. T(206)340 9500 F(206)340 9519 BY MEANS OF TRACK•WALKNG OR THE USE OF OTHER APPROVED IMPLEMENTS.SURFACE 5.INLET PROTECTION SHALL BE NFLACE IMMEDIATELY FOLLOWNG PAVNG ACTNITES. 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUNOFF VELOCITY. AND MANTANED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES NCLUDNG, • BUT NOT LIMED TO,STREET SWEEPNG,AND VACUUM NG,MAY BE REDURED TO INSURE 3.LONG TERM SLOPE STAB LIZATION MEASURES SHALL NCLUDE THE ESTABLISHMENT OF PERMANENT THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. VEGETATIVE COVER VIA SEEDNG WITH APPROVED MN AND APPLICATION RATE. CIVIL ENGINEER&LANDSCAPE 5.RUN-ON AND RUNOFF CONTROLS SHALL BE N PLACE AND FUNCTIONING PRIOR TO 4.TEMPORARY SLOPE STABLIZATON MEASURES SHALL INCLUDE COVERING EXPOSED SOL WITH Cardno6720 SW Macadam Ave Suite 200, BEGNNNG SUBSTANTIAL CONSTRUCTION ACTNITES.RUN-ON AND RUNOFF CONTROL PLASTIC SHEETNG,STRAW MULCH NG,WOOD CHPS,OR OTHER APPROVED MEASURES. PortEnd,OR 97219 MEASURES NCLUDE:SLOPE DRAM WITH OUTLET PROTECTION),CHECK DAMS,SURFACE T(504419-2500 ROUGHENNG,AND BANK STABLOATION. 5.STOCKPLED SOL OR STRPPNGS SHALL BE PLACED N A STABLE LOCATION AND CONFIGURATION. CURING"WET WEATHER'PERIODS,STOCKPLES SHALL BE COVERED WITH PLASTIC SHEETNG OR STRUCTURAL ENGINEER STRAW MULCH.SEDIMENT FENCE IS REDURED AROUND THE PERIMETER OF THE STOCKPLE. Catena Engineers 1506.EXPOSED CUT OR FLL AREAS SHALL BE STABLIZED THROUGH THE USE OF TEMPORARY SEEDNG Port NE ping 72,Suite 412 odBnd,OR 97232 THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY WEATHER" AND MULCH NG,EROSION CONTROL BLANKETS OR MATS.MD.SLOPE SEDIMENT FENCES OR WATTLES, ', T(503)-467-4960 CONSTRUCTION."WET WEATHER"CONSTRUCTION MEASURES NEED TO BE OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REOURE ADDITIONAL EROSION APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. CONTROL MEASURES. MECHANICAL ELECTRICAL& PLUMBING ENGINEER 7.AREAS SUBJECT TO WND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES NCLUDNG Glumac THE APPLICATION OF A FINE SPRAY OF WATER,PLASTC SHEETNG,STRAW MULCH NG,OR OTHER 900 SW Fifth Ave,Suite 1600 APPROVED MEASURES. Port9nd.OR 97204 T(503)-227.5280 8.CONSTRUCTION ENTRANCES SHALL BE NSTALLED AT THE BEGNNNG OF CONSTRUCTION AND MANTANED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES NCLUDNG,BUT NOT FOOD SERVICE CONSULTANT • LIMITED TO.THE WASHES,STREET SWEEPNG.AND VACUUMNG MAY BE BE REQUIRED TO INSURE '.. Webb FoSdSeNICe Design THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3700 SE Lafayette Ct. 9.ACTNE N T(5 LETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF 03%OR 97202 T 03).23fi-BSfi6 APPROVED INLET PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY NSPECTED AND MANTANED AS NEEDED. ACOUSTIC&AV CONSULTANT 10.SATURATED MATERIALS THAT ARE HAULED OFF•SRE MUST BE TRANSPORTED IN WATER-TIGHT The Greenbusch Group TRUCKS TO ELMNATE SPLLAGE OF SEDIMENT AND SECMENT•LADEN WATER. 1900 W.Nickerson St,Suite 201 Seattt,WA 96119 11.AN AREA SHALL BE PROVIDED FOR THE WASHNG OUT OF CONCRETE TRUCKS IN A LOCATION THAT ,. T206.378A569 DOES NOT PROVIDE RUNOFF THAT CAN ENTER THE STORM WATER SYSTEM.F THE CONCRETE WASHOUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE PONT, COST CONSULTANT SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLNG PITS MAYBE REOURED.THE Construction FOCUS WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT '. 740 Almaden St. REACHES 50%OF THE CAPACITY. Eugene,OR 97402 T 541-6862031 12.SWEEP NGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM.SWEEPNGS SHALL BE PEKES UP ANS DISPOSED N THE TRASH. 13.AVOD PAVING N WET WEATHER WHEN PAVNG CHEMICALS CAN RUN-OFF INTO THE STORM WATER • SYSTEM. 14.USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHNG DISCHARGE PORTS. 15.COVER CATCH GAMS.MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYNG SEAL COAT, TACK COAT,ETC.TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. • • V / Cardno Shaping the FL W° PORTLAND • f nIl WOl� �OR 6rzte 1Fi- «.,. errn PEDPApcEs �VSl-04SINrF9 n•i�1 7866E1 L, ) Si: t:T2 �2p0g1�558.06.04 °REGUN3:31 '•0' os.z°° 1i.HfV C.��� EXPPES 12/31/201S TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL )- MODERNIZATION • a 90005W DURHAM RD. rr^^ TIGARD,OR.97224 V/ JOB NO: 1699280 z ISSUE DATE: JUNE 4,2018 cwc Jurisdiction Stamp Area w 0 LL 0 ~ EROSION & J SEDIMENT u CONTROL NOTES U_ ESC0.1 bassetti 11 G ; , architectsLEGEND -..^ lama a. e .. -.--�. --- _<____-_ —. _-a,..,e. ,.,_- _- - - - • LMITS OF DEMOLITION 721 NW 1os,.r=i C -- _ ] 9TH Ave,Suite 350 .�__ _ L _ _ �_ ( Portland,Oregon 97209 i - -1— - SW DURHAM ROAD ,,: DEMOLITION•PHASE 1 T(206)340 9500 F(206)340 9519 'EMS..., '-� ___ e „a sw - ils.�a�n�.a�.ile�s� uwY= �e, sus ,r-M. e_ �g2'.1CC=ear�o��— - J—..[J R `'i, Gl'<?IA r i -, '� G .. , ,..,�0, 1 �: ! DEMOLITION•PHASE 2 ii. N , # ' .. i / CNIL ENGINEER&LANDSCAPE �I -. � .• .... O , DEMOLITION•PHASE 3 I 5720 SW Macadam Ave Suite 200I y` T�/J/7 —'__ �1 6 1 - -�I I t '� LU a PonBntl OR 97219 1 a, f-••. , ,e r .° �,r ■ i �1 r(so3w19.zsoo A - . :,it Q��v. ;e • � ( r ,� STRUCTURAL ENGINEER ems— ,:4 A•��. I � - ' CatenaEnglneers �00 •� _ 11 ,iE. I o 1500 NE Wing St,Suite 412 ty$ Port6rltl,OR 97232 etir ' n O �' •`s1' - Ff ' z PLUMBING MECHANICAENG ENGINEER 8 i v r Is Glumac i �� �' 1- , II I 900 SW Fifth Ave,Sute 1600 _ %rand OR 97204 .,:• 11 I .+ e�nnxaawamxwrs 4'�� 1 IIL I * I N —__ AI '� 1 17�1iI ' �.ii. h.I ♦ 11 I i I I M T(W3E227.5Ave I I, '' 8N €- r t_L 1 a FOOD SERVICE CONSULTANT Webb Foodservlce Design I' i.....I...:.....j...A - 1 ' "'��> V.. Z� ' 370o sE Latamne a. LIr . / - �' ,�yy \1 Pon6nd.OR 97202 i. . �j `l�� \_`'� �_. O O� 'IF' TI603,1.23fiJ{5afi • /• lb �; ',,0 , I _i ACOUSTIC&AV CONSULTANT is i up �4The sch Aluftto •//j/ , 'f Q�Y t� y /^ e car- i r� ■ '(�'�� ea" r C "• r 0; r� mxc a 5331 740 Almaden St. �� Eugene.OR 97402 + •� •'� K' ..-' ��,q. lie .-/ •^ O' �.. G T 547Ji86.2031 I ,, 1 . 1-...,-%• -. .."4.- 1)11 ..••• e t 1 ..1; r ♦ O. .. v.- I Q /, ;' -- ----- --- . �, Camino v #; 6x ,0 1�I1 V 11' • i I I I I -�G shaping d•Fut. A I ' I PORTWJD / , G KI_ ca�Rw�un wz.e II , , •,i O GI, pPR0rFs - O i• DVS,-�;',GINp�s�O pf �./ 7 I 0 S';-•tarpP zol s oa.Od ' ORE�3.4� 0' 0 •iOO GI'j_� 1 j yq 91'os.ac° ,, 0 G�# is O 0 GO J NFVI C `.��. 0 0 o* * T 1'i *1 4- * � EXPRES 129,;2018 t 'i E TIGARD TUALATIN SCHOOL DISTRICT CI -71 I TIGARD HIGH SCHOOL *. I° ( 1— MODERNIZATION __ fit• 9000 SW DURHAAI RD. TIGARD,OR.97224 I G ;' G O / / � - / z ' ISSUE DATE: JUNE 4.2018 O • 0 . 'l /// /- , ----- 0 O LLJ Jurisdiction Stamp Area / y , i + ,O O O O • • -1 •.. re" } • = • z .o a 0,. o .o 0 o 0 0 0 0 0000 ,' . 0000O0 o- 0 — CONSTRUCTION -- o c) PHASING PLAN - I I I I I 1 I I I I I I SCALE:1"=80' JCO F 1�1, 80' 40'. 0 80' D ESCO.2 a_ ill, __ _ ► LEGEND Ilf '�IZI ,-, -- i'- __ a vael»�9 --'r--- OUR ., R• • _._ —_ - --:.._ -__- --__ _ ._-_ - __ _� _,- LEA OF DEMOLITION' •. architects I '1 bassetti MEM • I :�_ �, �- limn �- __ _ e --_--.-. P - —_. - a EXISTNG GROUND CONTOUR( FT) 199 -..� f 2J EMI 1 r _ �,_ [T- EXISTING GROUND CONTOUR( FT) zoo 721 NW 9TH Ave,Portland,Oregon g72pg350 s ue �s i�. • `�_`\_�— _ _ - _�J--�. . _L�_. e9 j __ „��d$T` lifi 4, #='ATI - --- — _ •�� �_ -� SEDIMENT BARRER X X— - T(206)340 9500 F(206)340 9519 �11 =111 _• _ .'i: f',�E&`� it'\gNII�\ ��I I I �I__1 i I i i _.. \ ---- f-_ _, ORANGE CONSTRUCTION FENCE 0 0 11 [�V I I r `` \' - WATER VAULT y :: : c0 " ► 6• \ r(sD3}419asoD \\ !. MONUMENT 1 \\ ` \\\ �\\\ ♦'.. ... .. SIGN ":. � - . 1!. \� \�` ��\ ? �� \\\\\ � >/� 8 *► - EXISTING UILDING �s��a STRUCTURAL ENGINEER '-y \ \ ,\���� ���� ����� �` • ,,.. E �.:x• ow (AUDITORIUM) CONSTRUCTION ENTRANCE ,•. �T:,.:� Catena Engineers E r\\\\. ..u. \\ �\\\\\\�\\ \` , \ ' - - ' '� ` OVO w` \cC -•_•:` r .i tl V'l•,�. t� 1Penland500 NE Mng St_Suite 412 © �����. �\� �� �\\\\\��\\ /'7j X E -�� - '•, � INLET PROTECTION m T(503).OR 980 4, \ ©\ zi�\� f _ r •� ` - r• ._ PLUMBMGMECHANICAL ELECTRICAL ENG ENGINEER & '1" \\\\` A ��. ♦\��\ �X ice- \. ` -��i `�+ > 4:' .. GlUMB { \\ �\ \\��� ♦\ \\ \� , f _. ,. .�. DRANAGEFLOWDIRECTION gooSwFren Ave,Suite lsoD G 1 1 I \\k.&k\&\\\\ \\ \ ���\� \\\\ / ♦ \��� , Portland.OR 97204 \\\\ \\ \\\\N\\\ •' • ,,, , o T(503)•227.5280 1 `�i \�\\\\\\ /l •• •__ { 4 COVERED CONCRETE WASHOUT v� /f e \ FOOD SERVICE CONSULTANT `• ♦ ♦ - 4i' FLAGPOLE f •` 1 o 40 BEE RACKS _ I \ ? ♦ �� - (32 SPACES) Webb Foodservice Design r I �-\\� \` \� T /•• �\; TREES TO BE REMOVED ponHnd OR 3700 SE 9 02 ��y \ s.\\\\\\\\\�\�.0: `BIQ=RACK ♦fl � 6' ♦� / , `�� .� T 503 3G8566 I I ` \\`\``\\\\ ♦\�\\\\\; ♦ �G • \ ACOUSTIC 8 AV CONSULTANT -f' d� - ;\��`�\\� ,���NN': 04 q _ .o.: *4) , <` The Greenbusch Group © ��A VQ � f�� ♦ TIGARD A SeenE,WA 98119 I. NV \� 1900 W N ckerson St,Suite 201 ICI p I ���\% ; t.�1f� ,, HIGH SCHOOL �\ \ T206.378.0569 ,.44:krong.`.it \`.. �/✓ ` , \ ` +��II+±m -`... \\\\\\ \ /� 1 N COST CONSULTANT br..+. \ ,I LMITS OF DEMOLITION'o.': � r.� s�\\\ �`� \\� \ EROSION CONTROL NOTES Construction Focus �, r. ��:• _ ID, Z SEE ARCHITECTURAL PLANS FOR \��� * e v,• !!�F!!i!!!�� \ % \\�AAN U ❑ 740',Madan St. ® rrf he� i*�`�.�? iA \ BUILDING DEMOLITION LIMBS , 1 NSTALL SEDMENT FENCE.SEEDETAL N0.8750E SHEETESC3D. Eugene,OR 97402 1 Atd . __ 4 EXISTING , �`' WC') T541E86-2031 _ r _ - - ,�Q�� BUILDING \\ , • \\'�• W E NSTALL ORANGE CONSTRUCTION FENCE. II I I! ►a ((MAIN GYM) O NSTA L CONSTRUCTION ENTRANCE SEE DETAL N0.055 ON SHEET ESC3D. AlI ! „ , © I` 11,e, 11, _ \ \ ` W EN TRAFFD AREAS WITH STORM STRUCTURES,NSTALL TYPE 5 NLET • I I s II I ■ °) PROTECTION.NEON.TRAFFD AREAS OR AT CURB CUTS,NSTALL TYPE4 ' t.�) - 1 � '�■, Ar• \ ,, Z PROPOSED STAGESEILET PROTECTION SEE DETAL NO.915 AND 920 ON SHEET ESC3D. AREA FOR MATERIAL STOCIn'LES.SEE DETAL NO-8TD .is: Ili \\ //�\ \ 0 III _ \ // \ U ON SHEET ESC3D. j v ��`.-' _� ,•\• \ \ // EXISTING At�` / I EXISTING ,ra4 1- E ESTALL TREE PROTECTION FENCES AT THE EDGE OF EXISTING DRP LEE. At 9I �� �� � \ .4,-_ M ARBOR ET SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE -'�• - --_ . // I• NSPECTDNS FOR TREE PROTECTION MEASURES OURNG PERIODS OF ///� r I' EXISTING j -II ACT NE SITE DEVELOPMENT AND CONSTRUCTION. ���tIII Ca,yino '. _ _ _ _ - - BUILDING © RECYCLES e , I �� 4 _ I ` X (AUXILIARYGYM) ;,y,` ``�- '� , ED ❑7 INSTALL ECO•PAN CONCRETE WASHOUT PANS.SEE DETAL NO.900 ON PoRTLaID S6a the FUp1R SHEET ES03D 20.YARD s,vwca-.wnvE.srEan.varwo PRO .. i. d �•' /% > DROP BOX O REMOVE EXETNG SDEWALK/�/-'/ (TRASH) �■ !� © - 1_,^L� •` i� o- �Qj �9 REMOVE E%ETNGASPHALT PARKNGAREA. S�PEDPRDFEss� 1 1 1 .,, •_-� 1__._ _ \ o REMOVE EXETNG TENNE COURTS. �78628PE9 Cs. V !fc��t� 10 4' O in 1 P '�` [l: Mari Le f � % E53S00 RAMP TO FLAGPOLE CORE BOARD ; OUTDOORS ,\�. CONTRACTOCOOROATELMITSOFWORKWITHNTHERSCOPE { lilt Ili 1 )111 ,'' \ ......"\ d.f/r O L=1 BOULDER -�--.m_t5:.4� ,.`' •y- ;III. ./ ; t g ExaREs rzrJvxole ® 1' L -- -- • V• \*� © 't' • 1 I TIGARD TUALATIN SCHOOL DISTRICT o , ieN w s ■MEMORIM STARS \v / WATER VAULT (0,/-- q� G \ STANDARD NOTES: 1 = p °'�� ((AUTO YARD) S�a �' 1` , TIGARD HIGH �I'����p/� I I E��,0 A� SEE SHEET ESC0.1 FOR: N.,- III' � 1.-' f3�.ocK , � FENCE SJ /�, )I ��� • PRE-CONSTRUCTION,CLEARNG,AND DEMOLITION NOTES r.III :; ; .' �.1 ::�,„-,.. WALL gi 13 0 ,,\q �- _ /�i _ O �,' §G.�. ▪ GRADES,STREET BUTLRY EROSIONBSEDMENi CONTROL NOTES SCHOOL • EROSION AND SEDMENT CONTROL BMP NIPLEMENTATION ,., . 1 1� , © ���,� �� •i• �s�', �e f- MODERNIZATION 1 FOOTBALL FIELD •,• y iv, � }.`�J � ,/ G 1 1 14 I ,�j" ITV DRINKING. :$ I 4. © '� „, I \ .N t 1 +� 1 FaoNTAri:.. awo / I ♦�4. NM _ Lli I �) - CONCRETE I ,�, BUILDING SHOP) ♦ -00% / a PM SW DURHAM RD. I J O . • f\ 1,®I (AU P) •4 ��•- - r l^ TDARO,OR.97221 18 UIT .1 11 • J,ARTIFICIAL TURF .: _'�T O` S� ' , .". i I"' �. a, -� JOB NO: 18992D0 BASEBALL FIELD1 \e,,) , ♦ � °-FY. �, 4 ail' z ESUE DATE JUNE 4,2018 ,•t•� • • M 83-,K�' 1 LU Jurisdiction Stamp Area p� man -k6 C\4/fr @'.. — - -. ' . , ' \N ,,_- , . -\. •••'' - CC !.'-''''`' 0.- spire...y•` y "/ 1 Roams,' % J — 'I 1 - - PRESS li � _\ e/' _ -I r 1 G MATCHLINE-SEE SHEET ESC1.1 — //I— CLEARING & r, , , J I v DEMOLITION ESC :,,..•- __,, ____•00_, u_l PLAN — NW SCALE:1•40' - KEY MAP J CO 40' 20' 0 40• SCALE'1•=10P' �-. _- D ESC 1.0 � 7//,,v,.-= I I I I I I I ==I II I 1 1 I I I I I I I I M 1 0 I 1 NIIIMM i MATCHLINE-SEE SHEETESC1.0 ♦♦♦♦ I�-- 1 f bassetti / ♦ 1 �— �; Illf BOX ��/ ♦♦♦ _, t architects mil=0 �5 I j -��♦ i ��xt'CYl' - 1 i., I x � 721 N W 9TH Ave,Suite 350 .' 1 _ 1 Portland,Oregon 97209 - 1 y I l✓ t T 206 340 9500 F O 1126340959 1 1 i ♦ C) a v I 0 .;I I 17 1 g l 1 I CI CIVIL ENGINEER&LANDSCAPE ' �_. I--'0 1 �' 1 x iI \ �� 1 L I 6720 mW Macadam d19 Ave State 200. 7(503).419.2500 5 \ ` 1 — I 2d � 0 �/ ��v .I J STRUCTURAL ENGINEER o I I i I1 Catena Engineers j _ — 1500 NE Fong SL.Engineers 412 N. ! / / + 'i I Portland OR 97232 ni t! /° J I T(504467.4900 0 KEY MAP0 /° �j +� l I x `L 1II MECHANICAL ELECTRICAL& SCALE 1•soo• ° \' ——_ I i' 1 >♦I 0 PLUMBING ENGINEER , + + - i1 sY Ili Glumac 1 ,__ >� ,. I '9l0 SW Finn Ave-sure 1600 ' 'V �1 • LA a Ponkntl.OR 97204 5 T(503).2275280 a I ,1N/ I a I'i�-' _ �aI FOOD SERVICE CONSULTANT I 07wJ f �,/SI v O •�1 Webb Foodservice Design \ Fl -T _+ "} �� I ` • c I Poo/5E Lafayette 2 Y Y II.. Portland,OR 97202 * FFD ��' !� - ' T1503}236•8566 1V.`V? {'� ,L _ �^-�I ACOUSTIC&AV CONSULTANT f Ilg ®� G iG °a 1 The Greenbusch Group G 1900 W-Nickerson S(,Suite 201 Iv ❑ Smith,WA 98119 �vf Ir i: T 206.378A569 �a COST CONSULTANT I).II ( 1i Construction Focus 8� ❑ i 7a0 Amaeeo st. t1 \ I I - Eugene OR 97402 i e •LEGEND �� i I� 1 T�, as213, +� 18 6 ❑ �al IJI.1 w LIARS OF DEMOLITION' III I \ It 1 1 i EXISTNG GROUND CONTOUR(1 FT) 199 - :1 ❑ �1 II I i EXISTING GROUND CONTOUR(5 FT) zoo EROSION CONTROL NOTES I Cu AOf 1 F ORANGE CONSTRUCTION FENCE 0 0 X 3 NSTALL CONSTRUCTION ENTRANCE. DE7AL NOH855 ON SHEET ESC3➢. • ; I r1 Cardno L • sum Shaping the Future TREE PROTECTION FENCE ❑ ❑ ❑ E N TRAFFC AREAS WITH STORM STRUCTURES,NSTALL TYPE 5 INLET I I / 111 PORTLAND ` �-! PROTECTION.N NON.TRAFFC AREAS OR AT CURB CUTS,NSTALL TYPE 4 I• �. sv ew,ueuw MIS, T I \ NLET PROTECTION SEE DETAL NO.915 AND 920 ON SHEET ESC3D. I rm—, --- ---- :J 1 *e.:r raremi.ra za -- �'..��y 7I I • STAGING AREA 5 PROPOSED STAG AREA MATERIAL STOCKPLES.SEE OETAl N0.810 �� — 1 I '."` i_ ON SHEET ESC3D. ; _ .•\ - 1 I �,OAIPROFfS.S - d1 �S ,h,INFE��9 .:4 �Ar 6� NSTALL TREE PROTECTION FENCNG AT THE EDGE OF EXISTNG DR LINE. • e 7862gPE F - CONSTRUCTION ENTRANCE 0,i0t ARBORIS7 SHALL PERFORM SEMMONTHLY(TWICE MONTHLY)SITE • �• �, Ai Matt Le I'I k4 `�j NSPECTgNS FOR TREE PROTECTION MEASURES DURING PERIODS OF • -� 1 4 \;,�1 201E O6 C4 I�_ "�' ACTIVE SITE DEVELOPMENT AND CONSTRUCTION. l�'� 1 S' `tUSEdI■64:.• 10 ' II 4", 4N.09.1U' .5 NLET PROTECTION ❑ NSTALL ECO•PAN CONCRETE WASHOUT PANS.SEE DETAL NO.900 ON • 1/ L A�rHCNI `�a ,' ' SHEET ESC3➢. , ' c I DRANAGE FLOW DIRECTION 11111111111111' �, - "....,'. - X __ — exrRes.i801401e 1 I a CONCRETE WASHOUT O \\\\ 0 O II TIGARD TUALATIN SCHOOL DISTRICT X if i / GRASS SOFTBA \ 'I TIGARD HIGH 1 0 TREES TO BE REMOVED X FIELD I ... \\ � \' 44. �+/',HOOL • it Olrfln MODERNIZATION ;" II a 90005WDURHAM1IRD. ,, II \ / II TIGARD,OR.97224 , 992.00 , //‘ / U) I/ O 1111 os 4D: 4.2098 \il \ z ISSUE DATE JUNE 4,2018 1 I ,I, So, PouG cui 7 '< ♦ 6 \,/ W atl ac on soepA ea —- 1s Of IUrI ;5_....4 1 ♦ 6 ti 0 Ili W 7 I, I , .—y - .E%6TNG GRAVEL ROAD - �� '� >. X �� ( 1 II a o ~ CLEARING & •LIMITS OF WORK NOTE: I CONTRTOMEEA7CTR NTEN�OFOORDINATE LOAFS OF WORK WITH EROSION AND FOMENT CONTROL THEIR SCOPE v DEMOLITON ESC PLAN SOUTH • NS. STANDARD NOTES: J SEE SHEET ESCO.I FOR: _ m ESC1 .1 • PRE.C•CONSTONSTRUCTION,CLEARNG,AND DEMOLITION NOTES SCALE 1"mil' • GRADNG,STREET 8 UTLPY EROSION 8 SEDIMENT CONTROL NOTES • EROSION AND SED PENT CONTROL BMP IMPLEMENTATION a 40 20' 0 40, - - ��� I SWDURHAMROAD LEGEND bassetti ' - - - architects LIMITS OF DEMOLITION' - _���. - — m — p rr- ---- -' - V� 1,SD' - EXISTING GROUND CONTOUR(1 FT) 199 721 NW 9TH Ave,Suite 350 - ' v - -- ----- ... _ .. - 1 f - , ., v Portland.Oregon 97209 a�� 1 - 55L7111 - --- R EXISTNG GROUND CONTOUR(5 FT) - za0------ T(206)340 9500 F(206)340 9519 . .0 1 g I; ( I 1 1 / -� r. - - T - -- T --__ =_---� �- SEDIMENT BARRER —X X— i ! i I 1. 1• -- I - —s� ORANGE CONSTRUCTION FENCE O O .) . CIVIL ENGINEER&LANDSCAPE 3 y I I +/ - Cardno 67205SW Macadam Ave Suite 200, �I I I a 11 TREE PROTECTION FENCE e o o Portland,OR 97219 T1503)-419.2500 1 1 i I - - I 1 x.. \ { , 1 (swM rIj I '� - STAGING AREA \\\ STRUCTURAL ENGINEER I �O Catena Engineers I. CENTER) 1 1500 NE Fving St,Suite 412 12.CONCRETE I �, Portland,OR 97232 WALL yl �,�� �, T(503}M167-0980 _ IT o on CONSTRUCTION ENTRANCE i .v ! ! I' - 4 I P vi -• , � PLUMBING IAL ELECTRICAL& \ , ,'.1 r„>� 3 E,, BEE RACK- �� ir, I xNLET PROTECTION Glumac E I ` 1900 SW F0Bh Ave,Suite 1600 yI' A Portland.OR 97204 SaI `-' .� � LNcaETE � DRANAGE FLOW DIRECTION T1503}227.5280 1 • I FOOD SERVICE CONSULTANT 1 7 1 Webb Foodservice Design' I j ' CONCRETE WASHOUT I _ a 3700 SE Lafayette 2 W Portland,OR 97202 I ( Ti503}23fi-8566 o , I x I TREES TO BE REMOVED X e w ICI ` ACOUSTIC&AV CONSULTANT w , .� *• 1 The Greenbusch Group W I a � 0 $ttp,WAW. kerson 9B119St,Suite 201 w \I I T 206.3784569 co I y I COST CONSULTANT w (CAFETERIA) 1 ' I w I I I I I 11 • 1 I x Construction Focus co I _ 1 . 740 Alnaden St. 111 , • ' Eugerle,OR 97402 Z II 1„1 �, 1 I , I EROSION CONTROL NOTES T541.6862031 1 I , I ❑1 NSTALL SEDIMENT FENCE SEE DETAL NO 875 ON SHEET ESC30 z \ 3 1 �n 1 Q �'! _ 4 x El ,, I 1 El NSTA L CONSTRUCTION ENTRANCE SEE DETAL NO 855 ON SHEET ESC3D. 6'CHAN \� ✓ �'/I�� :-%Ind I' ,_, lILNK FENCE x E N TRAFFIC AREAS WITH STORM STRUCTURES.INSTALL TYPE 5 NLET . �\ W I I` 1 ;® \\\\ it PROTECTION.PROTIf ECTION SE DETALAFFIC AREAS OR A7 CURB CUTS T STALLESC3.TYPE 4 �s (/�/ I --' `C./ \` \ ' I FILET PROTECTION SEE DETAL N0.915 AND 920 ON SHEET ESC3D. - P� Fi )111 T - - -,__ _�f) nr 5 -- �5 PROPOSED STAGNG AREA FOR MATERIAL STOCKPLES.SEE DETAL N0.810 -- �\\ ON SHEET ESC3D. _ _ ,,I u, 4 //N�\ •` `V.t, 4 O O I / / x 7 4 I 6 6� INSTALL TREE PROTECTION FENCNG AT THE EDGE OF EXISTING DR LIVE. /^\ O / / I. ARBOR ET SHALL PERFORM SEMIMONTHLY MONTHLY)SITE • / / INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF I1:1 _ iiie 0 I I \ ' J% ZQ 4 \111 N 1��I •C. ACTIVE SITE DEVELOPMENT AND CONSTRUCTION. �' Shaping�� � NY' x� `. ..` j?a. :�7 , .. } ❑7 NSTALL ECO-PAN CONCRETE WASHOUT PANS.SEE DETAL NO.900 ON PORTLANO 1 im p _ '� 3 SHEET ESC3D. •..,SIVALAGLDNIAAVE x�ars�n. szca IN eme `S, ', ' •-� tic m..n. /'�� I 11„. �yt. i • I 11 CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ACCESS ROAD. t ? G CHAN /! //i/ SY.' 1 At ,0:4 �. 1 L.l C� �i LNK FENCE 7• _ �'SxS� .. i,", ,, r�'.,_7�L,10,), 1 ,YFoPA()CE,S,S/ o. _ L1:::s62 Pe x -'rD�x—x—x— —x—x—R- 'x —X—x—X—%—X—%—%—x mom. att Le - / 201 e 06.0; ° .:+Irl�. rlRrrr� —'a-w/S.CHAN 1.� LNK FENCE ! •LIM RS OF WORKNOTErHFW C.`-tom Yc //im I 1 ICI CONTRACTOR TO COORDNATE LMRS OF WORK WRHN THER SCOPE \�G EXISTING 70 MEET NTENT OF EROSION ANO SEDMENT CONTROL PLANS. EXPRES Iz/3vmla iti 4'� ' t\NG ✓ BUILDING -_S g\\,J ��, ✓,,////i///.//////ieD� ^ TIGARD TUALATIN SCHOOL DISTRICT STANDARD NOTES: TIGARD HIGH 1*\''s\-\\;.\\'4Gc.' �'jSEE SHEET ESC0.1 FOR'.A1' PRE•CONSTRUCTX7N,CLEAR NG,AND DEMOLnION NOTES SCHOOL • GRADNG.STREET S UTLITY EROSION 8 SEDIMENT CONTROL NOTES • EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION �_ ' .�''` ,f � MODERNIZATION X / _-o `\ 0 a 9000 5W DURHAL7 RD. TIGARD,OR.97224 - `_ I- JOB N0: 16992D0 w:Wt' A, _ 1 Z LSSUE DATE. JUNE 4,2018 1 � .L., 1 L I - � w Jurisdiction Stamp%ea CC - a. ✓ 11 I 11 _ ~ CLEARING & 1 3 DEMOLITION ESC �` Li.. PLAN - EAST KEY MAP N _1SCALE.1"=40' SCALE:l e09 J• : ESC 1 .2 40' 20' 0 40' --- . 4!_ . -_ ,� -- t.L, __ ,_ \i„ W LEGEND !®9 l•6� :, atl;:,. _"O •p ,:...�.,'P�OL> aTi�®�V 7tlR!ozr� . r. li 5l' _ - __ .. .,ate _ .��_ , o 'a, G G G G G - G G - G G - G �` LIMITS OF DEMOLITION' - bassetti SW DURHAM ROAD I �'N - ,_ - - gm, �- �� � - � - - EXISTING GROUND CONTOUR(1 FT) 1� architects • o .' Ammimimai 9a �ii�_ EXISTING GROUND CONTOUR(5 FT) no �I N# : _ � gI- 1!E ? I � �w ��`r' r PROPOSED GROUND CONTOUR(1 FT) ,99 721 NW 9TH Ave,Suite 350 97209 • � - - 6 �1�L1�^ _ - _ - - •FOlg —_ • _�.��. 1 i � ��', - 721Por NW, Suite �r �IrAl�illlM�1�1 /Jy111f1�1��(Illltfl _J_L�111i . �� I/ Ca m ' -.� M M .Eft&Ni — pP y_ _� MI ® • PROPOSED GROUND CONTOUR(5 FT) z°° ( ) 0 Oregon ( ) 0 9519 6' 1.!If/ �� =- /w �� �? __ � r 6 I ! , SEDMENT BARRIER —X X— R I I \\ • _ - -. -- • ORANGE CONSTRUCTION FENCEO O ��° ,-` INEERBLANDSCAPE $ I \ .--.. _ F _... ��- -_ - VIIKA- ` TREE PROTECTION FENCE o la o Cardno I \ _ 6720 SW Macadam Ave 200, !•' `- ` -__ . .s.. Portland, `\ \\ '� •�` iii - - STAGNG AREA T(503).419.2500 �% I \ ` !\\S\\\'''-'- \\\ ®-Ii_ -�•�7O _ -_ -. -rid -.�.M4.— s .� �� \\\� ' `\`�� \\\ _ rt. � a ! it II"t� STRUCTURAL ENGINEER -ram zm :11:1,1 " \ -._ �_ Mu Ss .. © o •.ry. . Catena En ineers m �N ,,, - 41 , lir c" �� I _ �� Sai, t CONSTRUCTgN ENTRANCE .i4•i- r�i; 1WO NE Ring Sl.Suite 412 Portland,OR 97232 JLInElai ,/ IfliLl��ily .� +� r r •�EIKE RACKS (I ,� r1-- i I:� -OO19aO • +i �\ ,� w ,� i�`;�:�11 � CT(503}467.4980 , - MECHANICAL ELECTRICAL 8 Q i - ^ ' WET PROTECTION _ PLUMBING ENGINEER f` �I® A 1111111 r 9< o.t' .j'. ° �� COVERED Glumac Y4 r s'-e�, DRANAGE FLOW DRECTION 900 SW Fifth Ave,Sude 1600 U�Il�il,© y 111 _© t p OO - '�' �� 1 (32 SPACES) Portland,OR 9720C 9, -.66 -. I \ 75280 © r 3' � � ry503}22 . 1'I' III I - ;r -R7 © .. - �rli.•' .' - - - Webb Foodsernce Design F 4 47N, ♦ 3700 SE Lafayette Ct. o�.(I i L ( © I V�h 1IIO ♦ + + + Portland,OR 97202 r II 1,1 © 4 ©_ + + III FLL AREA 1 j - � © + III .. ♦ ,:.�. +++ + T(503}23fi415fifi el: �LJQI£I 311��IOIU EM7�ar �� °'��' ♦ ,/ N \ ACOUSTIC 8 AV CONSULTANT ���,r7�)I��� � . �� NEW BUILDING ♦ CONCRETE WASHOUT /x\ The Greenbusch Group I -� .��; `„� -._-- .-• . © ♦ Limn OF DEMOLITION ,, 1900 w.Nidrereon St,suite tot A�V L, % SEE ARCHITECTURAL PLANS FO �44.N seattB WA 98179 " r �N•Ir' •. ,* ( h' - _.. aC EXISTING Z BUILDING DEMOLITION LIMBS '.��`w - T206.378-0569 © I�,� {�4. • 1_ E I ---- - ✓-. ,1 GYM TO REMAIN ♦ ' Y���1�yI1 1A f Q �I ♦ UTILITY CONSTRUCTION NOTES Focus ,J / .. /� ,�/O ♦ w Construction COST lir '1( N�• -- - ` ffi - - LL _ .y,�6�' O .te a J\+ N 740 Almaden St. .,9' "i '� 1© u �, \ ! ♦ , -\\'t (0 Eugene.OR-97402 CONSULTANT / - . 4 / ♦ ._� t HOPE STORM LNE.Ar T541SBG2031 I� a I �© ;'- _ r ". ;. -. ,, O O ,: © ©♦ W O FLGWTHROUGH STORMWATER PLANTER. 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O O ' ��I "{I �,.�-,.i, , ^ -- -.- • • ,, O O �Ih A TIGARD TUALATIN SCHOOL DISTRICT LOCK • ', WALL Ol _ 'J 2 ,. _l III RF0 ♦ st � � \\* ,. :S "'` ► , TIGARD44 � O STANDARD NOTES HIGH O OI , ,.' ,, `tSEE SHEET ESC0.I FOR II � '. --",485- - --- �`, O ,, °, ,,�J PRE-CONSTRUCTION CLEARNG AND DEMOLITION NOTES SCHOOL 1 © FOOTBALL FIELD N. �� / .RGRADNG STREET 8 UTLRV ERDSION 8 SEDMENT CONTROL NOTESEROSION AND SEDMENT CONTROL BMP MPLEMENTATION' °bGTAN p . 0.: � TYP.p ,� i- MODERNIZATION i19CONCRETE • y �• - •g) _ wnLL � � � t,r\i EXISTNGAUTOSHOP ® y�` ''���D L'., 2 0 9 O_L a_ © G' �' © © TO REMAIN 4/ _ I`-1 UJ ^ .• a �� \ ' �\. /Y O i , O -. LL 9000SWOURHAMRO. 0 I " ARTIFICIAL TURF \ 0 / \�- _ —�--I-- l^ TIGARD,OR.97224 ik vJ . A BASEBALL FIELD ". \ V -_ is ; /' . �' ,`�P _ ,— I JOB NO: 16992D0 40 `` \\ ..�I \s`. �1 J ,_ .,`• ► ''6Myx-- 1. .I \h2H e I Z ESUE DATE. JUNE4,2018 (i • ,, / I17NFF30� ICI w Jurisdiction stamp Area \\L„.,-- 1 �ri �� �� / EROSION CONTROL NOTES �� -q 0 j — _ O1 NSTALLSEDMENT FENCE.SEE DETAL NO.875 ON SHEETESC3.0. I'l �c�'/r,7 I Ca / 2 NSTALL ORANGE CONSTRUCTION FENCE. t `=1 J O jr�1 S — MATCHLINE-SEE SHEET ESC2.1 L"I NSTALL CONSTRUCTION ENTRANCE.SEE DETAL NO.855 ON SHEETESC3D- IC' 'I �` NTRAFFC AREAS WITH STORM STRUCTURES,NSTALL TYPES ISLET -I — GRADING, STREET PROTECTION.N NON.TRAFFC AREAS OR AT CURB CUTS,NSTALL TYPE 4 M. v & UTILITY ON S NLET PROTECTION SEE DETAL NO.915 AND 920 ON SHEET ESC3D. t HEET ESC3DNGAREAFORMATERIALSTOCKPLES.SEEDETALNO-810 L_ CONSTRUCTION SCALE 1'=40' ARBORRTRSHALL PERFORMSEMMOI4THLY(TWICE MONTHLY)SITE FLNE v ESC PLAN - NW NSPECTIONS FOR TREE PROTECTION MEASURES DURNG PERIODS OF ACTIVE J SITE DEVELOPMENT AND CONSTRUCTION. KEY MAP 4P ? ^v\^(\/'1^•0 �740' 10' 0 SCALE:1,400-NSTALL ECO.PAN CONCRETE WASHOUT PANS.SEE DETAL N0.900 ON a SHEET ESC3D. bassetti 1 1 _, _——— A 7:::7_ _► ,' architects w - 1Uw R 1_ . U H - S MATCHLINE-SEE SHEET ESC2 0 s / — ——— I I.1 721 NW 9TH Ave,.co '11 q q _, 9:ill 1 Portiand.Ore on 97209 f f T'' ._1 T(206)340 9500..,1 I j ! I �, , CIVIL ENGINEER&LANDSCAPE 1 1 >� II 1 I 1 6720 SW Macadam Ave Suite 200 e 1 r‘ , I Portknd OR 97219 .' T(503).419.2500 g ' _ I x-' I I [II STRUCTURAL ENGINEER 0 1 - I I_, 0 II 1500 NE on Engineers ' 1 x 1500 NE ping St..Suite 412 Ponta OR 97232 7 I • 4, / t..) �/ I 1 503}467d960 II z �I'•- 020 1 I, w I MECHANICAL ELECTRICAL& �'� - I', I PLUMBING ENGINEER Glumac KEY MAP (---'it ��+ + + I " 1 1 90o SW Fah Ave,sine 1600 a / / UPI H� 1 Port6M.OR 97204 0 ■y II 1 - 1 T(503).227.5280 SCALE:1•=d00' o -- / , { ��// 1 + + r _ 1 H 1 III FOOD SERVICE CONSULTANT 1-- + h/ 6 ,' II ,moo a 1 Webb Foodservice Design , :7:Er:fayetteLti.4 L ( I . R 97202f -��;�'} ,• Lo U ) 26.85661 ,0,0 e O ��i ® j TIC&AV CONSULTANT 0 I •l1I. ` ... o enbusch Group ■ ( 1I ( 1 1900 W.Nickerson St,Suite p Seattp WA 98119 M 4 * L I • O Y� ,� * ` , _ u I ! I C' �I 7206378.U569 �,$��, ■ �1 COST CONSULTANT ' Construction Focus ■ ! ,, 740 Atnaden Gt. I I Eugene,OR 97402 L —_ ' I T 541.686.2031 Lam— ;EI LEGEND ::1-(1: 4 LINTS OF DEMOLITION' - — --- EXSTNG GROUND CONTOUR(1 FT) - 199 �.�11 ■ 111 I NiN EROSION CONTROLNOTESVAI - EXSTNG GROUND CONTOUR(5 FT) 200- ■ f I I /X ',STALL SEDMENT FENCE.SEE DETAL NO.8750N SHEET ESC3D. / \ C ■ PROPOSED GROUND CONTOUR(1 FT) t9s �2 NSTALL ORANGE CONSTRUCTION FENCE. # I C. Camino I ! PROPOSED GROUND CONTOUR(5 FT) zoo 4 \3�. i I q — Shaping the Furore - E INSTALL CONSTRUCTION ENTRANCE.SEE DETAL NO.655 ON SHEET ESC3D. ; I 1' SEDIMENT BARBER —X X— ;— X --- -n 7(----� TLAND aw.w.C.,,, cmo roR,u, ame 1 ili i �4 N TRAFFC AREAS WITH STORM STRUCTURES,ESTALL TYPE 5 NLET rsmm�am 1iPROTECTION.N NON•TRAFFC AREAS OR AT CURB CUTS,ESTALL TYPE 4 , CO `� ' SAND ••^^^•gyp di I ORANGE CONSTRUCTION FENCE 0 0 INLET PROTECTION SEE DETAL NO.915 AND 9200N SHEETESC3D. � ,�p,EO PROFpsTREE PROTECTION FENCE o a a ❑5PROPOSED STAGNG AREA FORMATERIALSTOCKPLES.SEEDETAL NO.810 # © % , VOhGINEfF`syJON SHEET ESC3D. °'fSTAGNG AREA NSTALLTREE PROTECTIONFENCNG ATTHEEDGEOFEXSTNGDRP LNE. • ' `' \17— U� g9AMatt Le \\ ❑6 ARBOR6T SHALL PERFORM SEMMONTHLY CE MONTHLY SITE }�� gm4. , r r W I S turdRE®@fi4'4 y' NSPECTONS FOR TREE PROTECTION :::: TRA O O ®CONSTRUCTION ENTRANCE j jlWe 1 111 ETAL NO.900 ON i _i , � t r4M0.• SHEET ESC3D. a:..r tZ� EXPRES 12r312018 :17! w NLET PROTECTION UTILITY CONSTRUCTION NOTES , Al. Cj TIGARD TUALATIN SCHOOL DISTRICT IDRAINAGE FLOW DIRECTION 0 HDPE STORM LEE. " �� �,_.' © k _ __ X -----. T I V A R D HIGH I O3 CONNECTION TOEX6TNGCATCHBASE. I "� a.` 15�1 4 GPGa L"✓ I SCHOOL ' CUT AREA _: O5 TRAPPED CATCH BASE. \ \ r �RA555DF�A �,® \ 1— MODERNIZATION IS O 0 CONNECTION TO E%6TNG STORM GRAN LINE. I % FIELD I ■ \ C FLL AREA '+++++ L1 \ � G I + + + 17 STORMFLTER CATCH BASE. ,i 4 p ''., I I C 1111 14 48'STORM FLTER MANHOLE WITH ZPG FLIER MEDIA CARTRIDGES ' 41/r a' � 1 \\ I LI..I 9000 SW DURHAM RD. \ CONCRETE WASHOUT x , O •I ■ \ I \\ / \ 15 ROCK GALLERY STORM WATER FACLRY. , ro f fff N 111 TDARO,OR.97224 \ \ ,# e \IF O \\ JOB NO: 16992D0 ,1 `Sp1 ,, ' III - \\ I z ISSUE DATE. JUNE 4,2018 _ ,# ■ ■ O \ I LJJ Jurisdiction Stamp Area PI 0 k • /1 1 1 �� _ - �. __ \ / I/ Ll,� 4 �I 4-' _ �� ouT 1r • / 6 / Ct CL I eir 30 0 0 CO � — — III = — — — —v I`0. L IN x—x iii t } • 4_Q �QQ --- _-- --- --==-rt - w=--�=—5�- `" -- -��--�1 NG, STREET —- A&IUTILITY u_ CONSTRUCTION 'EMITS OF WORK NOTE: , STANDARD NOTES: U ESC PLAN - SOUTH • CONTRACTOR TO COORDNATE EMITS OF WORK WRHN THEE SCOPE SEE SHEET ESC0.I FOR: TO MEET INTENT OF EROSION AND SEDMENT CONTROL PLANS. • PRE.CONSTRUCTDN.CLEAR81G.AND DEMOLITION NOTES CO • EROSION AND SEDMENT CONTROL BMP MPI.EMENTADIN�T(ROL NOTES SCALE 1'=40' D ESC 2.1 40' 20' 0 40' 1 . ,_, WI' eLEGENDSW DURHAM ROAD �° baSSett� LEXISTMRSN OFGGRO DEMOLUNDRION' architects CONT { OUR(1 Fr) 199 G • p. '" _ _ EXISTING GROUND CONTOUR(5 ) 200- 721 NW 9TH Ave,Suite 350 r _ c �, r � '• �- O-- -�- — -- __X -_ �X-- �_�� PROPOSED GROUND CONTOUR(1 FT) 1ss- Portend,Oregon 97209 ^L •TR - T(206)340 9500 F(206)340 9519 -- - — -I F^. - O tit T .w =-. PROPOSED GROUND CONTOUR(5 FT) zoo y. 0 ( �d - / l.�- - 4•17 __ - _- - -- —--.. 'I' SEDIMENT BARRIER —X X— ..� I I _ I _. j CIVIL ENGINEER&LANDSCAPE 3 ( I ORANGE CONSTRUCTION FENCE 0 0 Ca6720 K'Macadam Ave Sole 200. I, 6 I I I' " TREE PROTECTION FENCE o 0 D Punlantl OR97219 T(SD31.419-2500 i STAGNG AREA STRUCTURAL ENGINEER j (SWIM I 1 l \\\\ no ✓✓i CENTER) I `.,(M., ) � �500 NE Irvin St,Suite 412 114, iz•CONCRETE I% % I p ��� y�' Poribntl.OR 97232 • WALL I _ % I .. Co- CONSTRUCTION ENTRANCE � 'iL'y) T(503}467A98D (�1 I ' "• a A :4• �� "" MECHANICAL ELECTRICAL& '•,A 410, 1 3 �. p� I x _ PLUMBING ENGINEER BI(E RACK-.L; l:14 I INLET PROTECTION GlumaC �� ' 900 SW Fiflh Aye.,Suite 1600 Portland,OR 97204 .SI o I O DRAINAGE FLOW DRECTION T(503).227-5280 :° .I71 :''',Jll1/.- ./'6'fpNCRETE II�1" WfIL . '�":>P?4• . FOOD SERVICE CONSULTANT IC CO SU X— / - - - = Webb Foodservice Design i ' [g I CUT AREA - - - - 3700 SE OR97Lafayette Cl. 9 Portland.OR 97202 CD • r T(503)-236.8566 0 I Lr ' I FLL AREA r- The Greenbu AV sch Group ULTANT W v 1900 W.Nickerson SI,Suite 201 H ( I W uLLI • IO 16 I CONCRETE WASHOUT x / seanla,WA sans • Cn \\ W (CAFETERIA) ;1 it 0 — I, D o I COST CONSULTANT W I ,. -- l I x �� Construction Focus W ! 1 N� -- I Eugene. ne,ORn St. i' Eugene. 97402 2 — I 1 5 4 II. 1 �' , 7 541.888.2031 5 2 3 O 16 Hv �'}' • 1 x 3 EROSION CONTROL NOTES Q 7 II�1/ i _' ,� 0 TYP. .. l' .. , I l \, 4. ��� Al, -_,`l A - • — ""- -" - - - - ,I ❑1 INSTALL SEDMENT FENCE.SEE DETAL NO-875 ON SHEET ESC30. O�\\� •• '� s_� j'r%�//�i �-�� _[°fr , - \ \ x; I x E INSTALL CONSTRUCTION ENTRANCE SEE DETAL N0.855 ON SHEET ESC3D. in 0 (Wi ,,, _ _ AEI 4 N TRAFFC AREAS WRH STORM STRUCTURES,INSTALL TYPE SINLET 4111.11\ I Ide S© 4 rF \ \© --1--- PRO7ECTCNJ.NNON.TRAFFCAREASORAT CURB CUTS.INSTALLTVPE4 — -- '4 11111\ 4 \ INLET PROTECTION SEE DETAL NO.915 AND 920 ON SHEET ESC3D. y, -'f"h O �I r%©� \ I \ 7 ii 4 I6I Ili—•11 1 SITE DE DNS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTNE PORTLAND \ �..� w M © SEE DEVELOPMENT AND CONSTRUCTION. sv wz�a Aso' 1 O 4 , 11 .g4,. ���0 i• TEL ia� f"\ yppp \ - --�""" .7 Sttei ❑7 INSTALL EC0.PAN CONCRETE WASHOUT PANS.SEE DETAL N0.9000N 0i 14 J O k N iiiii✓• TYP. 1 � � SHEETESC3D. PE�PflGFf 9 i ` � 'X" =� CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ACCESS ROAD. 1 1 O O .+ - i . —u>ff.� - - h.0\� 11 5Q SF•uINPER✓O( `! -' x <, Air a + q,. ! ) w1 Fl i _ x—=`- x—x—x—x—x x x=�x— x—x x—x—x—x—x— -Qom•. a ,Lt• '�YI al Matl Lews �,,. 2018 O6 c- �D / • E) I 6�RAN UTILITY CONSTRUCTION NOTES q' o S LINK FENCE III 4 O O Oi HOPE STORM LINE. 9,rHFNl3 C `��\ G ✓ EXISTING vJ ' O CONNECTION TO EXISTNG CATCH BASIN. EXPRES 12A1,2019 • �5���U BUILDING it GJ +'� •� Le�o� •� o0 O5 TRAPPED CATCH BASIN. TIGARD TUALATIN SCHOOL DISTRICT I0 CONNECTION TO EXISTNG STORM ORAN MANHOLE. TIGARD HIGH J',\S1o�G 0 O CONNECTION TO EXISTING STORMDRAN L �gJ' MAYO 0 STORM FLIER VAULT WITH ZPG FLIER MEDIA CARTRIDGES. SCHOOL Si 16 5'WIDE FLTER SERF STORM WATER FACLITY. F— MODERNIZATION 0 ct LU ' 0 10 CL 9000 SW DURHAM RD. _ TIGARD,OR.97224 •LIMITS OF WORK NOTE: - -- - - T r _ — JOB NO: 16992D0 CONTRACTOR TO COORDINATE LMES OF WORK WENN THER SCOPE III II F-- ?., 1 Z TO MEET INTENT OF EROSION AND SEDMENT CONTROL PLANS. �"n'""r --L ISSUE DATE: JUNE 4,2018 I 1 P I �' w Jurisdiction Stamp Area III'L_.j j III7 .lit -N I 2 STANDARD NOTES: - `—� 1�` SEE SHEET ESC0.1 FOR: `• J O •• GRRADNGSSTREET S UTLITY EROSION a SEDME I NT CONTROL NOTES 1 4r -- a. 1 • EROSION AND SEDMENT CONTROL BMP IMPLEMENTATION j a_ ,i . >- -_ -- GRADING, STREET J 0 Cr) & UTILITY CONSTRUCTION v- ESC PLAN - EAST KEY MAP SCALE:1•40' SCALE.1"400' m ESC2.2 �� Cl- 40' 20' 0 40' yam. Kw 1•Hit.HERTA EXISTING GRADE FOR FURTHER INFORMATIONON DESIGN CRITERIA SEE bassetti40 plFjjps 1. WASHOUT VACUITIES SHALL BE BOTTTOM OBY F AT CHAPTER 44 ION PREMEAN EN11a! architects MAINTAINED TO PROVIDE ADEQUATE 1=111111=111111=BIBF-IDDI-fBIIII=III WASHOUT TO AND SEWENT AND CONTROL MANUAL ¢QO ®///' HOLDING CAPACITY WITH A MINIMUM - - - CONTAIN E1�E !� 50 I FREEBOARD OF 12 INCHES. " IIIIP I CONCRETE A a_t16,co' PGG MN. 1•REPAR FOR BAG REMOVAL 2. WASHOUT FACILITES MUST BE BIT�� II II Nc ••4.:. El- is o b. 721 NW STIR Ave,Suite 350 CLEANED,OR NEW FACILITES MUST BE CONSTRUCTED AND READY FOR 1= III•=1 i oR ; e -o.<_ Portland,Oregon 97209 CATCH BASIN ORATE USE ONCE THE WASHOUT IS 75% =IIIII II �� �.�. °- „., T(206)340 9500 F(206)340 9519 �� I - III•i•••••1••.•_ //�/ - >_ o A 3. IF THE WASHOUT IS NEARING -IIIII II ••1•I•f• 0• " v Qo CAPACITY,VACUUM AND DISPOSE ,11 7 OF THE WASTE MATERIAL IN AN 1- III I 1 1 .1 OYO APPROVED MANNER. =(III! III �// RAaus-zs'MIN. �' CIVIL ENGINEER&LANDSCAPE 111111111111111�/1N1O�Nn1I 4. TEMPORARY CONCRETE WASHOUT 1= III e'Pam` ss Cardno H;ATH)H/A9 •. �. •. v. ' MINIMUM Es SHALL BE FROM SENSITIVE A :IIIII=11I11W111111=111111WIIIM11IIIE CLEAN PIT RUN OR 3.-6'CLEAN ROCK �p pOr OF 0' 6720 SW Macadam Ave Suite 200, %N�•��Np��Npj�OI��� MINIMUM a so FT FROM sENsnvE c�o�EZSIE Portland.OR97219 v,4*,OI+# +4.$4.40` D•ANSON IIEBTRAINT AREAS IN DINGD OPEN DRAINAGE 9'BY CONTAIN9'MIN TO CONCRETE SUBGRADE RBNFOiCEMENT NLG I T(503)-419.2500 • ,�A��OI���O�j�sV/ s. CONCRETE wASHQUT FAaunEs PLE[L cEOTExn�AS � e L•L STRUCTURAL ENGINEER . • .�'4��,60"t; SHALL BE CONSTRUCTED AND NOT TO SCALE DEPTH Catena Engineers MAINTAINED IN SUFFICIENT 1500 NE Fang St,Suite 412 V•'I�.4 QUANTITY AND SIZE TO CONTAIN .20'MIN.FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL PR And,OR 97232 1I4,N�1• ALL UQUID AND CONCRETE WASTE PLYWOOD T(503(-467-4980 �,���� GENERATED BY WASHOUT 43•BY Er :�`►, OPERATIONS. II PLANTED NHnE EN�iRA�iNRECONSTRRNcnw CURB CAMP STORM PIPE �� 6. INSTALL CONCRETE WASHOUT SON "�" ��lET1ER5 MECHANICAL ELECTRICAL& • N1Ti1N 30 FEET OF TEMPOERMr BEE I e HEIGHT PLUMBING ENGINEER . g,. ' ' CONCRETE WASHOUT FACILITY. I I IY 1/I PAVEMENT Glumac �• M Y�/ 900 SW Fifth Ave,Suite 1500 . 7. TEMPORARY CONCRETE WASHOUTS I - {♦{�� ° e MAY BE A PREFABRICATED // _ Portland OR 97204 CONTAINER THAT IS PORTABLE AND /�/� //`" /\�,/ T(503)-2275280 • • REUSABLE CONCRETE WASHOUT SIGN �'\ y (OR EQUIVALENT) /. i�✓i11\/i!.!�/�/��/�/� FOOD SERVICE CONSULTANT NOT To SCAL / / Webb Foodservice Design 3700 SE Lafayette Cl. EXCAVATED MATERIAL Portland,OR 97202 OEN MAY BE USED FOR 3'-8'ROCK 1WTH A T(503}236.9066 FILTER SACK 1'MIN PERIMETER BERM MINIMUM 3•DEPTH NOTES 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT TALL PREVENT TRACKING OR FLOWING ACOUSTIC&AV CONSULTANT CLEAN OUT OF ANY MEASURES USEDOF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR The Greenbusch Group CATCH BASIN INSERT _ _ 2. WHEN NECESSARY,WHEELS SHALL BE TRAP PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 1900 W.Nickerson St,Suite 201 O WWI 1'MIN =u^„i, - •.•:•:•:•:•:•:•;• 3. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED PATH CRUSHED STONE SeaNE,WA 98119 I I f 1=1 1 11 7 1fII TIP -1. n ^� u_ 11 I =l I I=. J-'l THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. T206.378-0569 II IIDRDOBP=OI II II 11 11 4. WERE RUNOFFCONTAINING SEDIMENT I T LADEN WATER IS LEAVING THE SITE NA THE CONSTRUCTIONI11RRI / 11 I II II I 41-11=11 II II II 11 II II I ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED-=-/ -II II II- _- FILTERING SYSTEM. COST CONS ULTANT NOTE: = ' 5. DIMENSIONS. Construction Focus FOR FURTHER INFORMATION SING(F FAMILY 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE 20'LONG BY 20'WIDE 8'DEEP OF 93'MINUS CLEAN ROCK. 740 ABRatlen Ut. MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER "' 5 BY 3'MIN TO (:TMMFRCIAI Eugene,OR 97402 FABRIC INLET SACKS.SIZE OF FILTER EXISTING GRADE FABRIC INLET SACKS TO BE DETERMINED SERVICES EROSION PREVENTION CONTAIN CONCRETE 50'LONG BY 20'WIDE 3-6'CLEAN ROCK,GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE T541.686-2031 BY MANUFACTURER. AND SEDIMENT CONTROL FABRIC TO PREVENT SUB-SOIL PUMPING. PLANNING AND DESIGN MANUAL. ',EVENA-A. NOTTTOTO SCALE INLET PROTECTION CONCRETE WASHOUT .�'" CY.anWafrrl°Sernces CONSTRUCTION ENTRANCE aeanW�r�`Services TYPErJ REVISED 12-16 - DRAWING NO. 920 REVISED 12-16 DRAWING NO. 900 DRAWING NO. 855 REVISED t2-t6 - A FOR RATHER NFOBIATII Cardno MAY BE USED SHORT TERM V a ON DESIGN CRITERIA WE Shaping the Fah e W/UTILITY WORK AND W/ L - _. R' CHAPTER 4 OF EROSIONCLEAN PREVENTION s svnueau,w� eav Hxerunn wore ' PHASING OF DEVELOPMENT - ANGLE FALTER FABRIC FENCE 10 FeO INOINAs-azc AND SFDYFNT CONTROL _- ASSURE SOIL IS TRAPPED PLANNING AM DESIGN MANUAL ,„,,,. ,n„ QFp PROrFs FLO� a M 11/MIBMIIN II" I1II:''I 1 , I11111111., ' �S1 F,C1GINrF9'r AIIF�Wtlf � �n I _I 78��pp 4. „ WN�} D• ,1 `14Ydlt Levi ess. / I. I„RA IIWi gg7n��p�.1.INm F..r \ \ \ se. •CUYC 20L1.g650604 Aallgu.Mb _ ORgliP 05 _ _ /jHf UJ C �T" !, i a -._.... ' NP0515 AND ATTACH PLAN VIEW ENTPES 12/31/2018 m•Orr, AREA DRAIN NOT TO SCALE MINIMUM 12'OVERLAP CF SEAMS TIGARD TUALATIN SCHOOL DISTRICT CATCH BASIN P® SEENOENO.J TIGARD HIGH //-LASE snram LOOPS FLOW �� Y WARM / a1ER Y.Y POSTS NGTFSL �' FROM Toe SLOPE I 1. BURY BOTTOM O FILTER FABRIC E. SCHOOL VERTICALLY BELOW FINISHED GRADE. I 2. 2'„Y FlR,PINE OR STEEL FENCE \ . FLOW r -•� 3. POSTS TO BE INSTALLED ON UPHILL ial . � MODERNIZATION • SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER -. 1 B.. FABRIC TRENCH. . ct 5. PANELS MUST BE PLACED .. FILTER FABdC ACCORDING TO SPACING ON DETAIL W Lniiiiiiiiiii �1n- MATERIAL 36' NO.940 •,..WOE ROLLS ^.� LL 9 ARDOSW ORHAMR D. TIGARD,.. ........ DITCH INLET PLAN VIEW PROFILE -' r . J", il CO li CONTROL BARRIER NOT TO SCALE JOB 6'overlap of bags. EROSIONNO: 16992D0 Z 6SUEN DATE: JUNE 4,2018 • •..;. BARRIERNOTES: •;: REQUIRED•TOE OF SLOPE. L.L.I Jurisdiction Stamp Area 1. ADDITIONAL MEASURES MUST BE FIVER F"Bfl1C M"1°WAL PLASTIC SHEETING Y-e� i :F 34'WIDE ROILS ONSOILTYPES. '�:vl• W CONSIDERED DEPENDING ES 2. BI -FI T R BAGS SHOULD BE 4'-0' 0 L E STAKED WHERE APPLICABLE USING (2) 3• �' I���.•�.����.��"�.•,�•v�.`�.."":y�r 0 1"x2"WOODEN STAKES OR APPROVED '�� /'���,�� / IX EQUAL PER BAG. -- I ' NOTES: CI- G 3. WHEN USING 30' BIO-BAGS TO FOR FURTHER INFORMATION 3MAMMIA4 SPAM• FOR FURTHER INFORMATION 1. MINIMUM 12'OVERLAP OF ALL SEAMS REWIRED. ON DESIGN CRITERIA SEE 1'-6•- ON DESIGN ORTERIA SEE 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON FRONT VIEW YRNWO EROSION PAEYEHTON HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION AIO SI]X110NT „1ga ROPES WITH A MAXIMUM 10'GRID SPACING IN ALL DIRECTIONS OVERLAPPED BY 6". AND SEDIMENT CONTROL NOT TO SCALE ~ PLANKING MID DESIGN MANUAL 4. PLASTIC TO EXTEND MINIMUM 1'BEYOND TOE OF SLOPE EROSION AND PLANNING AND DESIGN MANUAL. J INLET PROTECTION Q SEDIMENT TYPE 4 DeanWate Saves SEDIMENT FENCE aeanWater SeNic� PLASTIC SHEETING C1eanVVater S LL- CONTROL DETAILS DRAWING NO. 915 REVISED 12-16 DRAWING NO. 875 REVISED 12-16 DRAWING NO. 810 REVISED 12-16 (.4) J CO ESC3.0