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6848 SW ELMHURST STREET-1 vJ • • IF I S . W , 69TH AVENUE i bi - --- --- --- - --- -- -- - - -- - -- -- - 6'-0'• CHAIN LINK FENCE ; ' \ i... . .�_.•,I�,.N • •.«.. ••._ •-._,r. .__....._ -..-. .A J-..-__.. ,....._..-N / .wwrw-:..:.,-,.. ..t .:_ . - .. l .--_. `A . -..... t . i � -... _- I .. • - ... 9'._ i _... .- - 1 -a4rYw• . • !_:..•"u•r•._ ... 7 .w-r►:r- M i «.._«..-»r.r-.. _ ..- - _ s 1 OW t, 18"LLOW IAK I of 15 IPCS O 9'_c"_135(-0" 24" 4SH ZO" ASH D FI0 R I I 1 � � FIR � ,, � I I I 1 P� 2 FIR II ��` 4" WILLOW I I lit x,36" FIR I I I �'�o � N 8" FI ,t i a.*,' r^ a 02'. WILLOW OA 0 9`�" T 2? - 4 -0 36'-0" 13'-0 I I 3 B 1 6" F o r, - r p I I q II �. � �► I 40" F'IR� 18" I \ N 12" ASH � I c Imo_= -_ -' o I a � ^ , 27 0 22'-6 _ t — 10 SPCS O 9 -0 -90 -0 22 -6 — -- U ' �RrI i W . . I GATE— o - 9 SPCS O 9'-0"-8t'-0" I ,.� V I o 0 114 FIR DOM �D N `r �0. _. .O J 10" DEC F - 42" FIR 0" FI hh o i I II i 2 ,6 8" AL ER 1..,==- -- o + .• ' O 1 «1. r- I ILS 40" FIFE 3p" FIR,IJ& lJ J I ALDER I - - - I _ N ALDER -.— o 12" CHER T,p" F I 8" C I M "; 1,x•0. �- ') � � —_ ► '� .- 1 30' FIR* . FIR • b 6" C RRY " FIR iz $24" FIR �S: / 1 12" �"HERRY —- " I �' S7' d' �„' 'ah 6' M PLE I I1w cc t ; I IRERRY 14 CHERRY I 2 4 C!� 0 9'-0 4< 116 S 44- 0" 48--0- r 8-0 -- - _ I I I Ooi `3-0"Ln I . .n a 2 SPA I N, I 20'-6" 26 SPCS O 9'-0.234'-0" 29'-6" 15'-6" 04 18 -0' 2T-6" 38" + 1$ �..i CY ' Ii ' r FIR IL 26" IIR* 18" FIR o I I 1 {0 15" FIgo K{ • 20 FIR I / I -.x. 1 : ,a ••�.a. _,-� __1 _.. 1_._ r� 12" FIR I - I/ 1 E °::r _ 10 WILL0 I `. 1_aw ?1',9 '1• .�1 I - ' i S . W . 68 -FH A V E I`J U E LW.w. e,tnl AVtNUt t,`a, - - - - -- - -- - -�- - - - -------------T -- - 1 ;� $ : PARKING LAYOUT ..' sl : i •s.w, eeni��+� SITE PLAN GENERAL INFORMATION AND LEGEND SHEET INDEX TOTAL AREA 67,500 SF- 1 SITE PARKING SOUTH ; 100, MMM. TOTAL PARKING 96 SPACES 2 9T€ -PARMMIG� NOWTH LANDMARK FORD LANDSCAPE REQUIRED 10,125 SF C2.1 CIVIL SITE, NOTESL AND DETAILS LANDSCAPE PROVIDED 16,444 SF C2.2 CIVIL SITE AND DETAILS R, C2.3 CIVIL SITE GRAIJING & UTILITIES C2.4 CIVIL SITE GRADING & UTILITIES C2.5 CIVIL SITE EROSION CONTROL PLAN 45' STRIPING AT EXISTING TREE TO BE REMOVED C2.6 PUBLIC STREET IMPROVEMENTS 2'-0" 0.C. C2.7 PUBLIC STREET' IMPROVEMENTS ; •t HOME QIQ G RONOU�l& EQYI �, C2.8 PUBLIC STREET IMPROVEMENTS ��� • � EXISTING TREE TO REMAIN e 100!1 •lora!• rrohltootw• compo11v 'g L 1 SITE LANDSCAPING PLAN S O `'t I'j1� t �( �( �( L2 SITE LANDSCAPING PLAN T�4%1t91MiMS Anr Tr@000f W I Y 0t ealwe X -- x --J x AM 1?ftTuAe OOWANY M110 ARF NOT TO 30'x30' SITE—LINE 6' HIGH CHAIN LINK FENCE RFORIVA I)14 PWmaR•eRCC1'Igfl11Tw.00 9 ''•� TRIANGLE FOR REFERENCE warr�tl�lw�laloc a�rRella�+rctio111«NI11�r ;J ---' ONLY �Illn► 11R�NII) _ --- ti: c INTERSTATE 1 - 5 ------- ----- ------- FOR OFF—SITE STREET, CURB, AND SIDEWALK IMPROVEMENTS, SEE CIVIL DRAWINGS �,�1►, "-- -- --- - ......__4 I: r r1: y,'�►'- r•wn 1:♦►.___.' Rid e v • f�11A1r I�. lir�'�M°0�� ;• E *6 A&*vw roti�„t r �N I11 `i11 �Ml�t this j�fifabUfU p1.At`a,Mu�1'RF t S" k le Y 3 h y T •I i f tiR '+848 SW Elmhurst Sit 98.0029 of 12 r y ,.wl,nAy�, •.,. �y .til tFf y� • A tr n � •: IF THIS NOTICE.APPEARS CLEP.RER THAN THE OCT 6 1998 7 7 T7 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MIC 110 II-,1 wl) I�1ilI�Il III +I I�I�I I II IIiliI1jiIII1111illli�il�lll iIIIIII�IIiII ririrli�1��1 tlilili�Illll rllllli�Ilili I tlllll►I�II�i I�ilili�ililtl ,� Iliil�lllll� Illllli�l�I)I� IIIIII►t ►nllill IIIIhuI nnlull ulllrni tnlllal Imllnunllllul I!nh!u nnhlll m1111�ilhiinlllu nulnn�Inhu mrinn n111n111udn1l nnlnn II1ih�11nI Illwu IN�1�1I IIp'n nhn nol mM� 1�I ItnInIl m11nn1nal�Il It � IeISA •��,w�rerp�n�* a r ►� K �` S . W . 697H AVENUE � r - } r .......mar-.... .__ .:rr -:._.,. .,-s-__ar,-'- ,14•,.,r, .)p..._..-*ti. .. � \ 1 I• : , I - C� C_7 C�1 C.7 �---> > _. r � _.� c--� r---•• r==� C'7 ,—._+ c _::�� �� T,,'� c='� %" OAK H h am 32" MAPLE li I I I o II-/ I \ f °D 22 S CS OI9'-0"k.198' 0' 25' 0" 14-0" I 38'-0w I -a 6" CHERRY C� II �� 1•'!r 6 tvy LAc)iJ --- — ab 17 SPCS • -0"=153'-0• MO I 1d OAK � I I o I :r R20,"" I! �" - -- -fit- I •"�', 6'-0" CHAIN LINK i' `p. I FENCE o CEDAR I o w C-3'-ti" CHAIN LINK GATT- •-� - - N 10 A B -sem __mm �Am� ,.. (7) 6" LtkrW ly . ..�� I � I �: BiRC o A.`3p`O. Il 16" WILLOW 10" BI a 8" ALDER 6" ALDER CONC SIDEWALK FLLI'�H T4s, it l 6 HA-1111WITH A C: PAVING 72' (3) 6" DOGAOD I f ;LTJ , $20 ' VAN I r \ I 1 SPACE / p',LOADING CONC. WHE L STOPS (1 I A — o do 9 ,TALL= TYPICAL M, 30` ASH G TE - I _ _ I 2'-6" + 5 SPACES W/ 6'-0' LOADING �I 10" ASH VI u AND 9'-0" STALLS= — — s 23'-0' 1T-0 69'-0` 10 SPCS O 9'-0"a90'-0' �i I . _ 23 SPCS O 9'-0"-207'-0" 25'-0' 20'-0" 10" ASH ry• 10-41SH LL. 4`1 l; I, I %M PLAN QEN�RAL INFORMATION AICD L END v rn TOTAL AREA 55,000 SF `' 08" w1LLow TOTALPARKING CAP REQUIRED 79 SPACES EQU ED 5 SPACES (� HANDICAP PROVIDED 5 SPACES , LANDSCAPE REQUIRED 8,250 SF LANDSCAPE PRO\TIDED 16,771 SF C — I W , r 45' STRIPING AT ., EXISTING TREE TO BE REMOVED n>.. 2'—0 0.C. .. EXISTING TREE TO REMAIN ' `•I 6 8 T I--I A V E N U C_ x _X___ X 30'x30' SITE—LINE 6' HIGH CHAIN LINK FENCE TRIANGLE FOR REFERENCE -� ONLY ~' ¢ FOR OFF—SITE STREET, CURB, AND SIDEWALK IMPROVEMENTS, SEE CIVIL DRAWINGS PARKING LAYOUT --_ T`,• 1"-20'-0" ' i a w 4 ,• ----- --- S. W. 69TH AVENUE S. W. 64TH AVENUE / - ---�----- ---- - ra CH �r r7 1 I \ I / i I 771 I I I III •I I ��i • I I I / , / _�._ \ -A L S. N � I I �I I A.l l NO • I A 1 5 ( IW ! I \ \ /lw n \\ • \ ~ \ i -� \ / I I iciiaM.,uw, 1 \ ♦ALS Nd9 \ / GALS N0 10 j • ^ \ ice- r I \ i �� \ \ _ I& A ` I A. .s NON \ I I ,f•. --� � I I I I I I �_.•' I I _ � � I (1 0 1Yle tl.nn• lral111igtws ebdhpler J ' ,/ —�• y i•r'" v I • /' F A / \ \ LK*•,••^+� I 1fIdE DgAw1w01!At1E fli 111�lIIYY!M r r,5 . #e Y I AgoNrrFpiUM[to~4 0 AM -- / \ / / / \ — \ / / • '� ARM—MOUNTED CEN TRIFORM AS ee eoaranaa++r�+ra dplr OR" /I /i/ /�� /�� \\ MANUFACTURED BY LITHONIA \� �\\ // �x\ \ ` \ FIXTURE TYPE: KAR 40OW I I I� / / �' I / \ \ \ • METAL HALIDE WITH 25 POLE 1. LL / -- --•-- - -- -� - ---�--- -- - == ---- ---L--L-- 1 _ *A LS No , 1 \ / s iA.ls r-o eaRi �Q. -- _ E / Job Nn. "m fN` S. W. 15 3 T H AVENUE L--- --- 0.5 FOOT CANDLES L_I U H7 T I N G LAYOUT �""' " I,r -----0.25 FOOT CANDLES 1'-40'-0" 6RAR SW Elmhurst , S,T 96-0029 i IF THIS NOTICE APPEARS CLEARER THAN THE OCT 6 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUAL.ITV- MICROFILMED ���I��►i�f�l 4mu Illlnn nnhlll nnlnnlnnhnl Inlllnl nulull ndnn nnl1111 nnlul�nnlI1II Hnhnlllnllull nnhal lnlhlmnulnll nn11►u nnl1111p1+llnnllll�r►n nnlnl nnhln nnhrll�iHl�1 11a1I dtn �ht �rhm�n11nn I+h1 ml� i ,:.:_. } 1t FT'17I.N111 Ix ` - ,`• r I, ja.i,, .77 111177177-1- 1� if : • _ r a e ,M" `. "r , � * '�, i� r �' 71 � I � GON TRUCTION AND.MATIRIAL NOTESAnumnm ,�•" "fie PROJECT CONDITIONS APPROX. APPROXIMATE IE INVERT ELEVATION r 1. EXISTING UTILITIES AC ASPHALT CONCRETE IV IRRIGTION VALVE AP ANGLE POINT LN LANE } A. LOCATE EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK. IF UTILITIES ARE TO REMAIN BOW BACK OF WALK LP LIGHT POLE IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING EXCAVATION OPERATIONS. BLDG BUILDING LS LANDSCAPED AREA a B. SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTNEH UTILITIES BE ENCOUNTERED CB-2.2 CATCH BASIN WITH MEASURE RIM TO I.E.CC CURB GUT MH MfLE MAIL. BOX � DURING EXCAVATION, CONSULT UTILITY OWNER IMMEDIATELY FOR DIRECTIONS. COOPERATE WITH CL CENTERLINE MIN. MIN THE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES AND FACILITIES IN OPERATION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE UTILITY CFL CHAINUNK FENCE LINE NG NATURAL GROUND 8YMOL LEa.AD OWNER. C.O. CLEAN OUT NTS NOT TO SCALE CMP CORRAGATED METAL PIPE OP OVERHEAD POWER AXI5 LING PROPOSED C. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER CCP CONCRETE SEWER PIPE N, POINT OF INTERSECTION OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE OWNER, AND THEN ONLY AFTER CONC CONCRETE PP FOWFR POLE ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. COR CORNER PC FOIA' OF CURVATURE ' Y CONN. CONNECTION PED PEDESTAL RIGHT-OF-WAY PROPERTY LINE D. DEMOLISH AND COMPLETELY REMOVE FROM THE SITE EXISTING UNDERGROUND UTILITIES CONST. CONSTRUCT CONSTRUCTION / INDICATED TO BE REMOVED. COORDINATE WITH LOCAL UTIL;TY COMPANIES FOR SHUT-OFF SERVICE / POC POINT OF CURVE ' IF LINES ARE ACTIVE. CR GUARD RAIL POT POINT OF TANGENT js'Mi --- - STREET CENTER UNE — — CSD CONCRETE STORM DRAINt PT POINT OF TANGENCY ~Y � E. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES IMMEMATELY CSP CONCRETE SEWER PIPE PVC POLYVINYL CHLORIDE i -_ - --_= CURB LINE ADJACENT TO EXCAVATIONS, FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, DEC DECIDUOUS TREE NTH SPECIES AND DIAMETER PVM'T PAVEMENT ti •�� WATER LINE UNDERMINING, WASHOUT AND OTHER HAZARDS. DIA. DIAMETER R/W RIGHT OF WAY F. PROTECTION OF SUBGRADE; DO NOT ALLOW EOUIPMENT TO PUMP OR RUT SUBGRADE, STRIPPED DET. DETAIL S SANITARY SEWER SANITARY STORM LINE SD AREAS, FOOTING EXCAVATIONS, OF' OTHER APEAS PREPARED FDR PROJECT. D/W DRIVEWAY SD STORM DRAIN DYL DOUBLE YELLOW LINE Sw SLOPE ECUALS BARBED FENCE - . — ■ - EL ELEVATION SIGN TRAFFIC S!CJ. 2. PAVING AND EARTHWORK EP EDGE OF PAVEMENT R ST. STREET -' ---- DITCH LINE EXIST. EXISTING STD STANDARD ALL MATERIALS SHALL BE SUBMITTED THROUGH THE ARCHITECT FOR THE STANDARD SHOP FG FINISH GRADE SHT. SHEET > UNDERGROUND TELEPHONE LINE DRAWING/PRODUCT RENEW PROCESS FH FIRE HYDRANTS/W SIDEWALK I " . . � •'' BACKFILL CLASSIFICATION A A. ASPHALTIC CONCRETE: ASPHALTIC CONCRETE MATERIALS AND CONSTRUCTION METHODS SHALL FC SHOT AT BOTTOM FACE OF CURB TIC TOP OF CUF49 MEET THE REOUIREMENTS OF ODOT SECTION 403, CLASS "C" MIX AND HAVE A COMPACTED F06 BOTTOM FACE OF CURB WITH 6" EXPOSURE TOE TOE OF SLOPE _ ~ -- BOUNDARY LINE THICKNESS OF 3". THE BITUMINOUS MIXTURE SHALL BE COMPACTED THOROUGHLY AND UNIFORMLY FL FLOW UNL TOS TOP OF SLOPE TO AT LEAST NINETY-TWO PERCENT 92X OF THE DRY DENSITY AS DETERMINED BY TI,E MARSHALL G GUTTER TP TOP Cf PAVEMENT PROCEDURE. KINISH SURFACE TO DRAIN PROPERLY AND BE FREE OF DEPRESSIONS. GL GAS LINE TOG TOP OF GRAVEL -- WOOD FENCE LINE GB GRADE BREAK B AGGREGATE BASE: AGGREGATE BASE MATERIALS SHALL MEET TI-:L REQUIREMENTS OF ODOT T.O.W. TOP OF WALL OVERHEAD POWER LINE SUBSECTION 703.07. THE LOWER. COURSE SHALL HAVE A COMPACTED THICKNESS OF 6` OF 1-1/2" GRVL GRAVEL TM TWIN MINUS EVENLY GRADED, SOUND CRUSHED ROCK. THE UPPER LEVELING COURSE SHALL HAVE A GRS GRASS TYP. TYPICAL LOT NUMBER COMPACTED THICKNESS OF 3" OF 3/4` MINUS EVENLY GRADED, SOUND CRUSHED ROCK. THE BASE GV GtSVALVE UP UNDERGROUND POWER �— UNDERGROUND CABLE TV LINE COURSE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED H&T HUB AND TACK UT UNDERGROUND TV BY AASHTO T180. DENSITY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. HC HANDICAPPED SIGN VLT VAULT c CONTOUR LINE (' CONTOURS) C. SUBGRADE: SUBGRADE BACKFILL FOR PARKING AREAS SHALL BE COMPACTED TO AT LEAST 95X vo WOOD j OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T180. DENSITY TESTS SHALL BE TELEPHONE MANHOLE PERFORMED ACCORDING TO ASTM D698. WL WATER LINE WM WATER MEATIER GAS LINE D. NATIVE BACKFILL: SOIL MATERIALS FREE OF CLAY, ROCK OF' GRAVEL LARGER THAN 2-INCHES WV WATER VALVE IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS CHAINLINK FENCE LINE MATERIALS. CONTROL. POINT E. CONCRETE: CONCRETE SHALL BE READY-MIX TYPE CONFORMING TO ASTM C-94. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MIX DESIGN AND PRODUCT PERFORMANCE. THE EDGE OF PAVEMENT MINIMUM COMPRESSIVE DESIGN STRENGTH FOR TWENTY-EIGHT (28) DA``S SHALL BE 3,000 POUNDS PER SQUARE INCH. CONCRETE SHALL BE PLACED INCOMPLIANCE WITH PRACTICES AND EDGE OF GRAVEL RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE. CLEAN OUT F. STANDARD CONCRETE CURB: CONSTRUCT STANDARD CURB PER CITY OF TIGARD STANDARD VJ ` CURS. PROVIDE 1/2- 1HICK FULL EXPANSION JOINT FILLER MATERIAL AND EL.l,S70MERIC SEALANT. PROVIDE TRAVERSE EXPANSION JOINTS AT EACH POINT OF TANGENCY OF THE CURB AND AT OTN`R MANHOLE LOCATIONS AS REQUIRED BY MAXIMUM 20' SPACING. COORDINATE NTH ARCHITECT FOR THE LOCATION OF CONTROL JOINTS, FINISH AND SCORING PATTERNS PRIOR TO CONSTRUCTION. CATCH BASIN r ` FIRE HYDRANT G. DRIVEWAYS: CONSTRUCT ALL DRIVEWAYS AS SHOWN ON PUBLIC WORKS DRAWANG•: FOR 0 STREET IMPROVEMLNTS. GENERAL HQM LIGHT POLE H. SA'NCUT: SAWCUT STRAIGHT UNES TO CREATE A BUTT JOINT BETWEEN THE EXISTING PAVEMENT AND NEW PAVEMENT. 1. EXCAVATORS MUST COMPLY WITH All PROVISIONS OF ORS 757.541 TO 757 571, INCLUDING WATER VALVE NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, ~ � , BUT MORE THAN 10 BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. ~ r} GAS VALVE 3. STORM SEWER SYSTEM M 2. ALL WORK IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE WATER METER MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATIONS SHALL MEET THE STATE OF OREGON PLUMBING SPECIALTY CODE. T�,t SILT FENCE a _ _. REQUIREMENTS OF ODOT. PIPE SHALL BE LAID IN TRUE ALIGNMENT WITH BELL ENDS LAID UPGRADE 3. ALL SAFETY REOUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE w IN A TRENCH WITH AN ADEQUATE SUPPORTING VALUE AND BEDDED" AS SHOWN ON THE PLANS. ALL BACKFILL SHALL BE COMPACTED TO 95X OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO MET. THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. F� PLUG 7 T18U. DENSITY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. OUTFALL -�{ 4. BASIS OF BEARINGS: ALL BEARINGS FOR THE SURVEY ARE BASED UPON A COMPASS SPARING OF N 00033'00` W BETWEEN FOUND MONUMENTS THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK FOR X14 TO #63M AS SHOWN ON SURVEY NO, 4690. MAIL BOX STORM SEWER SYSTEM AT THE LOCATIONS, SIZES AND TYPES AS SHOWN ON THE PLANS. T,� . 5. BASIS OF ELEVATIONS: ALL ELEVATIONS FOR THIS SURVEY ARE BASED UPON A FINISHED FLOOR A. P.V.G. PIPE AND FITTINGS: POLYVINYL CHLORIDE (P.V.C.) PIPE AND FITTINGS SHALL MEET THE ELEVATION OF 208.00. ELEVATIONS WERE ORIGINALLY BASED UPON THE U.S.G.S. BENCH MARK IN GUY ANCHOR REOUIREMENTS 'OF ASTM D-3034 SDR 35. THE JOINTS SHALL BE FLEXIBLE WMTH ELASTOMERIC SEALS THE CURB AT THE NORTH CORNER OF THE INTERSECTION OF N.W. MAIN STREET AND S.W. RAIL ROAD CONFORMING TO ASTM 0-3212 AND ASTM F-477. CONTRACTOR SHALL PROVIDE FITTINGS AND STREET. PGE POWER POLE TRANSITION COUPLINGS COMPATIBLE WITH NEW AND EXISTING STORM PIPING AS REQUIRED. ' 6, THE CONTRACTOR SHALL VERIFY ELEVAIIONS OF ALL UNDERGROUND UTILITIES PRIOR TO WOOD POST B. REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL BE ASTM C76 CLASS 3, COMMENCING NTH CONSTRUCTION AND SHALL PROVIDE KPFF CONSULTING ENGINEERS 72 HOURS WALL B. THE REINFORCED CONCRETE PIPE JOINT SHALL BE ASTM C443, RUBBER COMPRESSION NOTICE OF ANY DISCREPANCIES NTH THE PLANS. CONTRACTOR SHALL VERIFY PIPE SIZE AND TYPE o GATE POST OR BALLARD OF MATERIAL AT EACH EXISTING ;:TIUTY CONNECTION PRIOR TO COMMENCING NTH GASKET JOINT. o' TELEVISION PEDESTAL CONSTRUCTION. 7. THE CONTRACTOR SHALL PROMOE EROSION AND SEDIMENT CONTROL MEASURES IN THE POWER TRANSFORMER PROJECT AREA THESE MEASURES SHALL COMPLY NTH THOSE STANDARDS SET FORTH IN THE �t,.r : .,.� '.'•" " , C. CATCH BASINS: CATCH BASIN SHALL CONFORM TO INE STATE OF OREGON UNIFORM PLUMBING "EROSION PREVENTION AND SEDIMENT GUIDANCE HANDSOOK` PREPARED BY THE UNIFIED y .„ : , • FOUND MONUMENT AS DESCRIBED SEWERAG AGENCY OF WASHINGTON COUNTY, DATED FEBROAPY 1994. CODE REQUIREMENTS FOR INTERCEPTING STORM RUNOFF FROM PARKING AREAS. CATCH BASINS DECIDUOUS TREE WITH SPECIES AND DIAMETER SHALL BE CONSTRUCTED TO THE LINE, GRADE AND DEIAIL AS SHOWN ON THE PLANS. ALL CONNECTIONS AND JOINTS THAT ARE MADE AT CATCH BASINS SHALL BE WATERTIGHT AND FLEXIBLE. 8. ALL WOKK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE CITY OF TIGARD PUBLIC EVERGREEN TREE WITH SPECIES AND DIAMETER CATCH BASINS, FRAME AND GRATES SHAD. BE MANUFACTURED BY LYNCH COMPANY OR APPROVED IMPROVEMENT DESIGN STANDARDS. A EQUAL � R - STREET SIGN Q. CLEANOUTS: CLEANOUTS AND EXTENSIONS FROM THE SEWER. TO CLEANOUT SHALL BE INSTALLED AT GRADE IN THE LOCATIONS AS SHOWN ON THE PLANS. CONTRACTOR SHALL SET CLEANOUT FRAME GND COVER IN 18"X18"X12" DEEP CONCRETE, EXCEPT WHERE LOCATION IS IN CONCRETE PAVING. SET TOP TO 1" ABOVE SURROUNDING EARTH GRADE OR FLUSH WITH GRADE STORM SEWER NOTES 1� � ;> ;.• WHERE INSTALLING IN PAVING. VVV V,.'. •.t 1�., E. STORM SEWER MANHOLES >~ E I 1. STORM SEWER MAINS SHALL BE SCHEDULE 3034 PVC SDR-35. GENERAL: PROVIDE PRECAST REINFORCED CONCRETE STORM SEWER MANHOLES AS INDICATED, ' COMPLYING WITH ASTM C 4'78 2. ALL NEW STORM SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED AND PRESSURE TESTED AS REQUIRED BY THE CITY. ALL TESTS MUST BE WNTNESSED AND PASSED LY AN INSPECTOR TOP: PRECAST CONCRETE, OF CONCENTRIC CONE, ECCENTRIC CONE, OR FLAT SLAB TOP TYPE, PRIOR TO PLACING INTO OPERATION. AS INDICATED. 3. ALL CONSTRUCTION ANSTALLATION OF STORM SEWER MAINS SHALL BE DONE IN A SAFE, NEAT, Gni BASE: PRECAST CONCRETE, WITH BASE RISER SECTION AND SEPARATE BASE SLAB, OR BASE AND WORKMAN-LIKE MANNER, AND UNDER SUPERVISION BY AN INSPECTOR AT ALL TIMESt RISER SECTION WITH INTEGRAL FLOOR, AS INDICATED. - ._..__-.-.- 'J� • lose 416"Al 4r•h4tp414u•0 a—panto:' 'I! STEPS: DUCTILE-IRON OR ALUMINUM, INTEGRALLY CAST INTO MANHOLE SIDEWALLS. of "MuNO M map ' FRAME AND COVER SHALL COMPLY WITH THE CITY OF 11GARD STANDARDS. ` F. CLEANING AND FLUSHING: PRIOR TO FINAL. INSPECTION OF THE STORM SEWER SYSTEM, THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL ACCUMULATED MATERIALS s °° SHALL BE REMOVED FROM THE CLOSEST DOWNSTREAM MANHOLE. VELOCITY IN THE PIPE DURING K Z-10 FLUSHING SHALL BE AT LEAST 2.5 FPS. ?Fa G. ALL NEW STORM SEWER PIPES AND MANHOLES MUST BE PRESSURE TESTED AS REQUIRED BY -. o ` THE CITY. ALL TESTS MUST BE WW.TNESSED AND APPROVED BY AN INSPECTOR PRIOR TO PLACING r� INTO OPERATION. a ce, rR. f;d 8618 SW Elmhurst SIT 08.0020 l 3 of 12 ' .. ..♦.� _. .. i.;Cl - .1�L !. .,. - .. �: ^r- � �'��.: R•�f" . -' 'a" , ;4,F�".` i.. .�.. "-r"_; ....�•.a..—' �_..►.. y,.r 1,:`"-. r _.�., ... . t. , ..y.� !�'+�+►:. IF THIS NOTICE APPEARS CLFARF,R THAN THE OCT 6 1998 D(KaIMENT,THE DOCIIMF,NT IS OF MARGINAL QUALITX. ] I M"ROr'I j-,nT ED I�Ill 11111II! IIIIIpiIII1I 1 11111(1j111 ' NIII�iI II11�IiN IIIII!!!I IIIIIIIIIIIIiIlIMI 1111!!11!Illlhlll litllllll!!1!1!1!1 Illl�tlll illll!- I-Ii-ITIIIII!!!r!lllitll HliI11111iilllnl!Nlllflll IrtII!!!L utllnn nlllhtf nihil HILL sntNlmilrlhll nlin ilfSt Iiihnl.flllnn nldllt! ILllllli IUrIIIr! i �.y. _.�Gd•-,. t' . • L•.. .. �L.. -.�l�:S..L..J. :'..y.... � _L_. !��w...FF..,-.. _ ....~�1, '.• � _._ '� M1•T �j � ! h � j j��j,� m •� •! !_'��j' A• � 1. 4• .+., •wu S,.'FW tYM .. w.'�- •: h'r.-r '.f.• _* - `. M,�r.,.i ... .; y .r i .W DARTMOUTH ST., S.W. 68th AVE. (SOU 1H PARKING LOT) �2 -S.W. 68th AVE., (NORTH PARKING LOT) �.., ;:. 4" CONCRETE SIDEWALK ; P ZQNL A %'R -OCRUSHED ROCK -- -- - 6" EXP.-�/ )6"R 6" ------- BACKFILL TO 1"R Z • AC TOP OF CUR@ - g 6" ExP. - --- a AC PAVING W 2 a w 2" OF •�("--0 AGGREGATE BASE I COMPACTED SUBGRADE D LL -� a� c� ---"\ExlsT CURB UR- 1W ON PLAN t}�" CLASS "C" A^. - y 1W CLASS "B" AC --- -•• AGGREGATE LEVELING zomm � PIPE I.D. + 18• PIP" BAS 3" V-0 CRUSHED ROCK I COURSE MATERIAL. N.-O 6" 1)6"-0 CRUSHED ROCK g~ I AGGREGATE BASE + � CRUSHED 1. CONCRETE SHALL BE 3000 PSI, SUMP RANGE 3" TO S". COMPACtED SU@GRADE COMPACTED J CITY ROCK OR QF TIGARD SuBr,RADE SAND y . 1YPICAL PAVENT 8ECTION DEWALK STANDARD CONCRETE CURB CONCRETE 81 NTS NTS NTS CONCRETE PIPE BEDDIN3 A BACKFILL �} , INTS M 1:. IRL r.IR yL y✓ �I{ PAVED AS 11NPA D AREAS TO" POND EL- SEE PLANS PAVEMENT TI FI INLET 34QQ 30' ,ems 5 .d 1 •; ' T' WATER QUALITY EL "0 --- 1 x` GRANULAR \'• _ ��_.- BACKFILL ' 1E- ° ! BOT EL-SEE PLANS A T _ Z f ✓ 'I 6" SHO ROCK \Z w NATIVE DETECTABLE WARNING BACKFILL � L' \x ' A. . . •--- ". -- 3-OFTEN i!Q!>f�60N0 TAPE FOR NON- a :_ r Z 2-EXIS -41_T. DETECTABLE PIPE ` eo \ 36" MIN • \ t�/. r� I Ac MATERIAL i' / PLANS W SIZE.�Ac MAT" F. H a � SEE PLAN PERF PIPE MIRArI FABRIC /" yCSP SIZE ON PLANS ~ ` OUT EL-SEE PLANS— \6" PEA GRAVEL --- ,�� m_ ;, .'.�"�•:•l° o D „1 6" I --�- COUPLER IF N w lam____ _..� 6" SCREW CAP ' = "f a ;�..'. °� .,P•.,�' "e.�P y7�•t +:t NEEDED = /0.7- v ORIFICE _ -kip. - $ � 0 K EDDIN 3 S \-6- FI R IN \-PIPE BASE 6" SHOT RUCKC0111110 ! , L dl OVE�tFLOW INLET OUTFALL ''fl DITCH DETAIL PSE BEDDING a BACKFILLall I NTS NTS NTS ✓G- a � 4 Ela-Ql& DEPTH PRECAST CONCRETE 4" 42" WHEEL STOP 6" 44" �— c 1' V+ TYP. PAVM'T ✓` A' 8" 46" i SECTION 10" 48"_ h 12" 50 LANDSCAPE AREAS +--I--; A.C. OR S/W AREAS CO /ER ASFRPECIF EDAME D-1 WATER TIGHT PLUG FRAME Ac COVER 3000 PSI QQODOQODOQUD S -GRADE RING AS REQUIRED 1 /� / 2 NO. S HOOPS /- GROUT FRAME t CONCRETE OQQODDUQQD00 �, IN PLACE NO. 5 REBAR JUQQQQQQQDQD - 8" THICK PRECAST QODDQDQODD00 CONC SLAB 1- 4 x — - ASPHALT OR 4Y ,n M PREFORMED PLASTIC OR EA. WAY _ 6" X TOP RUNG RUBBER RING JOINT METHOD OF INSTALL ATION PPCC THICKNESS �4 RUNGS AT MATERIAL GROUTED JOINTS 1. x30" IRON ROD REBAR' 24" SQUARE 3000 PSI PER LANDSCAPE `- HEAVY DUTY 28" S0 BOTTOM hISER MAY BE USED FOR STORM " ( J ORAWINCS 4 12" O.C.TRAFFIC GRATE w 12" _���- TYP. 3 AND/OR N 1 WITH 4E}4"eLXB6" ANCHOR \ PIPE O.D. + 1" 12" MIN. DRAINS, \ A.C. PAVING RIM= PER PLAN ���---••• ►;Ax. -MAX. ?.. EPDXY GROUT IN PLACE. PROJECT 9OLTF 3" ABOVE SLAB . PER PLAN j �TYP. W/ 2 IRON RODS. 6 FOR AD-STMENTS. r..8•" -0 CUR.�HED ROCK i' , 45' BEND �• �� � __. _l•---- _- t�" ULA. 3 PLACES p< WYE BRANCH �-4" OR 6" SERVICE ' 12" - �/ CGNNECTION IF :,1+ v y �-PRECAST OR CAST REQUIRED. —1-HINGED IJ IN PLACE BASE 9 ' 4., SIZE PER PLAN 1 m 3000 PSI MIN CONC. �' :• ,��� 45' 45• W 1. BGTTOM PRECAST CONCRETE RING SHALL BE SET PLUG WITH GASKET II' iO z a INTO BASE AND LEVELED AS CONCRETE TAKES 42' X 24" X 6"� — � 17 I 7" 3'-5" IF END OF LINE ;.., 3000 PSI � 5 INITIAL SET. MORTAR JOINT TO ENSURE BOND.IE= 4r � / � � �// CONCRETE PAD PER PLAN-r� N 2. SET MANHOLE FRAME IN }6" MORTAR ESAMF k sow _ - .3. PRECAST CONCRETE MANHOLE RISERS AND TOPS � DICE DIA. INLAND FOUNDRY OR EQI,AL STEEL PLATE, BITUMINOUS --� SHALL CONFORM TO ASTM C4'f3 SPECIFICATIONS. l�. 4" No. RY 6" N o. 202 COATED-LYNCH, GRATEMASTER --- —' 4. ALL STORM MANHOLES SHALL HAVE RINGS AND EE. NOTE 2 8" No. 203 �w OR APPROVED EQUAL I 24" SO CONES SET IN }6'• MORTAR, JOINTS SHALL BE 10" No. 206 I~- MORTARED INSIDE AND OUT AND COATED WITH 12" No. 209 AN APPROVED CURING COMPOUND. 15" OR LARGER No. 209 NTH 17" R!SER TRAPPED CATCH BASIN $HALLOW MANHO K N NTS - NTS SEL STOP DETAILS AI M� Y NTS NTS e s- ,a 6N46 SW Elmhurst SIT 96-0029 4 of 12 IF THIS NOTICE APPEARS CLEARFR THAN THE OCT 6 1998 DOCUMENT',THF DOCUMENT IS OF MARGINAL,QUALITY. N111C.,RO I L N11,A) Ill;l;l�l�l�l I�I�I;I�►�t�l I�I�lll�l�i�l I;�;i;iiiil;l t"IrII1111IfflillI IIll 11111Ill III;IIIll Jill j19111111 111111111 NII MAOI M tS11101� NIIII 111m I�►IhN1111nIni1 in1hN�nnllnl uilhm n11h11I1n11n11 nnhm nnlnn1nn1111 x114111 1111h11Ih1nllrl+1111111111 mm�1hnn1rlihtn 1111rnr Irlr�hrl riilln 111111 mhn 11x111 All'ull lilt nllhrrl rr1111 I1! — - ,IPvi�driWstYaiGar�ilt�r . ,, ..._� — -- — — — .w.-.. ?ns.w-. _ -... .. .. _... -,.,....-.-..-. e,, .x� wz*ni+l^mr,*,.,x..�n..ilklR97t.. , F:t`',s!rrr•^-�w1gvRnr�9TT�@4....19'xa, ,�..^fTv, R:l�s.^T� _ j who li-ft- r------ _ ' XIST. OUTFALL I j I =262-31: I R T T UTILITIES- f UTFA L TO OUTFALL TO DURING CONSTUCTION EXIST DITCH EXIST XI T�IT�H OUTFALL TO EXIST PITCH. I IE=264.50 t CGNC IE-`164.50 / IE 10 9,50 I N-10214.41 CULVERT N-10216.69 N-10395.60 E=-117.1.E E--•11742 47 E--11740.86 _J ���.. S. W• 69TH AVENUE _EY;ST DRAINAGE 30 L.F.-12":CSD MATCH EXIST. r y -` \ -�Tp�'"--- _ _ V DITCH EmS� F.H. �`..� _ SHEET NOTES .T� q". _-___..-- u '----•ter.-.....--- --- ---,r• --- - - - - �>t'• - ' ------._--_-_.+Y. -_.__.,._ -_------ +Y s ----- _. .-- ----.--..- ,Y.------- --.__.,_._.__. ._ " +Y.-.._-. _ ..- -_.._ ....-.._ ----- ,:-r _--•-�----�1'-- -,r t>r� _.. • I 1 i'` • j - -- - -• . N-10236.'!8 c • - .__ - •--.. -__ .:• '•" / E--11767.4aI1 27 L.F.-B C..D i :,�• T� ( �• -- --_=s -- .: T +• -_ -e 'a ,�.�-� , - I- _ r - ---- SaO. 1 PROTECT ALL EXISTING R ' R w - F 1. t / R/w 1 /w TREES WITHIN LANDSCAPED C► -.._ -� 1 ----=-_- b 1-=-= _-. -�1_-----� 1_.��:,.���.-.i. .s a..�._ -- •-- wr"-- --7- owr r - "'r-- JN 7t, _- zab 9 __ �FG- 7� O.Of. MATCH EXIST. -- --276- 2b ; AREAS. oc / f: 1f'!JT'/5 MATCH EXIST. _ -- ( : �• � : �'..: CONTROL INLF_To--` �) ` AT'r�_ 1�7 3 2. TOTAL IMPERVIOUS AREA � E--11767.48 IE-272.27 J 4 OF SOUTH PARKING ! 14 L..F.-12" CSD N-10416.46 � I -273 5 _?? X272LQ f- LOT 44,952 S.F. h 1 -26. 15 �I -QNT 0100 E--+'756.73 73 T11-27125 - =7.ZQ.aQ t7 RIM-268?5 C) �' INLET /1 ? N M-2044 7.2115 I sf N-10218.09 " IE.•264.46 I 'tea• ' -- -�- _ •. 1<--1175747 'r ,,i r N-10236.78 DRY DETENTION POND #1 (1200 C.F E--117s77o +v E--117 LN_ - 1 I v --TO POND-26&00 q 15 L.F.-6"CSO rr•:. o- � BOTTOM OF POND-264.50 0 0100 S 4 e "N�O?a22.03 -' `.QUTFALL TO PQND Z ,� E--11762.43 h n u . IE=264.50 ` TP-278,00 WN-10231.51 1 - CIL 1 1X IE- 64.65 E--11eo6.e1 \` n wi K +w rP 269.85 DRY DETENTION POND 2 (270 C.F.0 277 t I �, O r I 1i 269.75 - OUTFALL TO POND E-112eo�S IE=264.50 - TOP OF POND-274.50 IE TP-278.86 N { ► ti0 0238.47 FG-270.73 OUTLET TO POND rr W �. I ♦ 4 -6-PVC of ' E--1180865 MATCH EXIST IE=273.00 - I - - _ -- TP=277.42 '' � _� �.- �'�' 5-0.0112 � zee N-10436.17 278 aKo � - a N �_ -----�.. N w I �TT 270.82 TP 72.5 9 L.F.-8" PVC SD I the 3 Q +rR .\ Q t„J l >c , .�► P_=270.50 TPS- 7 .00 ,� 5-O.OT`�2 71 I 270 d+ IE-269.170 TP-279.00 ?d� Z _j _�. _ 2 00 \\ a + TP-273.00 u =� I .. i •,� RIM-272.90 279 TP_ � ►`''•� �-�'•� a i MH 1 1 o N-10261.81 r �'� c0 -fir' I - + I i RIM.2� 71.52 u a R E--11862.63 rL � � 280 1 a � N i., � .G.. 2 0 I IN=2b7.62 a?�� �' - - . .x-- _� _�:�\-_ �.; TIP 279. t: _ w °� W - �.. s OUT-267.42 R .274 �-� �� - k 2'73 27S / 278 277 78 I TP 70, II N-10214.14 ' 272 p _ ��0 -. - o -- c -_ - w:.,ra t .�- � E--11860.13 -�\ _-�:,::•�t' _ - - �S a X 279 ,• '�„�- �� � W -__ - �_ l� FP-277.50 It\ TP-274.00 TP-273.24 r' 1P+ - ..L! 0 281 F - 74 i TF-273.40 Tv j VAN \ MATCH Y.+ T. n + 0 !� I OWv MATCH TCHE I /' , 1 vV a/ I . _/ 1 TP-278.00 1P- CQNER W, 03 ' Z r•' 2 K E 10056.71 - 4' 1F N TP-283.6 ♦ G 276 1 10424 77 , -- _ -- -- � ! TP=zt30r65_ Px285.Tel 32 lh., 1P 7 I - e° est T?=283.6 . + r I + Il FG=275.84 w TP 275.6 1 q1e I 2.4� ti ti + • t' S ' _ , \ ��p TP= 4, 5 ATCH EL. (n __2/)A-., XI,ST CLW _- 176 270 281 --282 F "l _L T.20' --/ '�• in ' C'• r �. �y �: y C �i In EXIST. CURB END�CON C.S/W L(S 1�W RCI TY .iJ�,,.. - �lr _ STREET � �' � TP-281.10 SEE Pl18lIC WORKS DWGS. BW 285.81 $ %- T Clo ri"AF') STD. S/W / N FOR CONTINJAT10N.____ L_ 5>�0 .65(68 - 2+59.55 (ELMHURST o•M 7C+Y".':5.313± L+.ae / - `- �- 't' Nm TC-285.71 j M or, Ir --.--_ _ S. W. 68TH AVENUE i A ' yRIM-280.00- c • i .rg %r 0 N_E 24" ==271.40 r r� IEI(. IJT -271.60 _ �3 • I V� 0-+00 (Z INTERSECTION +J • - 0+00 6b'HTR x+39.14 'FRANKLIN) Li I (V U { o tope el.nnr trs^1t10tur• 6eM►•nr w �� ==�I gpwjm � � u■�riww�t wrier��w 1•r rl�r•,�rww��■us•r �w�Il�ww>.iIrlllwnwwrlrl KMN 1'.JW HJR; I I 9 5- -_ GRAPHIC SCALE m 1c a /,\ PARKING LOT/ FENCE REVISIONS ✓5/44 . 6 ( IN I�iT ) I Inch - 20 It. I i I e C2.3 I r�N�N x;11 nr. y IF THIS NOTICE APPEARS(TEARER THAN THF. Off s [Igg8 1X)CUMENT,THE DOCIIMF,NT IS OF MARGINAL QUALITV. N11('110 I LMED I1I11Jill III IIIiII;IIII III lj��l�l�l�l�l�l�l I�I`I�III�I�I I�I�I�i�l�lll i IlI�!jl��ji�l ! I�I�I�I�I�I!i 1 (�I�I�11f�i�i I I�i�i�!f I�ijl I III�I�Ili4l�l�l I I�I�I�I�I�I�lii�l�l�l�lll�i► INCH 1 Mtp[M CHMIN �t�IIIItIItiltltlnll��IIiII hullnttlllllh!II Inlllm Inlllut tltlflntlTlhnt nnlniinnlml III+Inn nnlnntlluhln Inlhn�itlllilnI111uulnlllm, Illlm�IUIIInI Ilnhlli nnhlll Intltl►Iitllr�il 1nIh1+I!tahnI► IIrIIntlll�llll�ill�I y f 'a 1, r W f'v Z ~ OUTFALL TO EXIST D2.0ITCH IE-270 a N-10762 e0 0+00 Z-(i INTERSECTION I E--11744.31 1 Y fY► / S,W. DARTM5LJTH � S.W. 69TH AVE EXIST. 12r ti CONC. CULVERT"'-- -,., S. W. 69TH AV NUE • o STREET SHEET NOTES. � 1 PROTECT ALL EXISTING / FG-279.21 '�^' „ REMOVE do REPLACE EX1S -{ EXIST .DRAINAGE / A H XI ( s� •. rSTOP SIGN PER CITY Of TIGARD TREES WITHIN LANDSCAPED a�H WHEEL CHAIR RAMP DETAIL. AREAS. ,r• - .r•- ,r• -- ,r•- - -- --- --- --- .r• ---- --- --it• - - tr. - ,t. -�-- -,r•-- ,r• - --- • r r I ( '� • - 1 ' , v �1 CONST. WHEEL CHAIR r P ' V o --- - - -- RAMP 171 Y'�'- 2 TOTAL IMPERVIOUS AREA t -+►�^-- . - _--- �• r .� :�.- .-.ter n►T- -. _ r•. . _-_�. _. a,r .. J _ TIGARD STD _ LOT NORTH1, 48 S.F. R/W _ _ 0+31.90 FG- 74. �' -- __---- - 3 274` _ �4 �--� BF,.'N CONC. S/W PER MATCH EXIST. - -�7S .276 � . I CI.Y OF TIGARD STD. S/W ' GROUND _ 277 - - � � �� --•- c� � o c� c� �-� 7�--.-.� r--=• c� ---• c- © LCUF EXIST. URB-7 TP 77qAURB 4:1 110' '�TPw �AP' 4:TE B RY DETENTION POND '" o ON OL IN I __ >4„ CBI I ! ( TPw2 0.91 IP_. �p• ., 1059 C.F .°Q 0, -27 .48 � TOP OF POND-276.00 �. �' 27 - IEl273.94 ..!�T(P• { EXIST GRAVEL ROAD BOTTOM OF POND-273.00 27 Ew_1'"i'fpp:e2 ♦' TP-27&50 7 0 -274- I RIM-276.40 ' TPS 7�4 I : V J N-10767.29 / -27 N-10703.56 e " ,- 0 I( E--11&M.2e WHEEL STOP mol- 12 �` �-- 141 F -8.P S-0:0120 TP-279.14 284- �• AA R ' w S-0.0120 OUTLET TO POND 1J IE=273.50 IN-1076926 E--1183945 C.Q 1 I :� _ w �"""' ,a► / o OUTLET TO PON FG-281.58 IE-273.502 0 ,i N-10754 49 FG-281.00 "� - '-'�--_2 ze/ e? N ' REMOVE 6c REPLACE ....w "� / E 11630 26 �� e0 , �--- \ MATCH EXIS 1 Lo 277 j T•P-2 .4 GROUND 1w284.94 ,. 1 XI ARK':.. I r. e L / 277R. /� t N �i� \ '` . _-- T-- �,••,- r �T. - _ --_ �I C.''l pt / Al 61 E=275.59 TP a 278.69 6\- , .I' \ \ ` ' -39 L-�--6"_pvC SD / RIM-278.59 1+27.27 RT, 2 5-0.1305 (4-10791.89 G 0.1 C E-_11839.58 F -2� 2 1' END CONC. S W p 29 L.F.-6"PVC SD 1 M.iTCH EXIST. CL .0664 G' OUND . ` \ 5 ?P-283`01 �I � ( �✓ I E 2 7a. 5 �- 7� 1, / � & �• TP 281. 5 l L �` w • � PUBLIC ORD W/ VAN Ga i N-11073&64 WORKS � II WORKS PWG T P P E--ttoet¢8S � TP 284.78 - � TP-284.00 Z1,� = I * TP-284.78 Q \' e I TP-2134.90 \ 5x TP=285.32 N T. W E--1,897.25 ---r--, / � ;i A 5AME GR ' AS A.C. PROPERTY DEDICATION l �, I I• :'.Y �1PUBLIC MRKS DWGS. „w- I 5 N l.. + FG-292 _4 , 260 89 \5+_52 LT 24.5' w BEGIN CONC S/W PER `EXIST. CURB _ CITY OF TIGARD STD. �v Bi 14.94 LT. 24.5' ►.eo ae•r �% END CONC S/W r• STREET � N-t 6.84 • i Ew_1145117 S. W. 68TH AVENUE t.D +09.65 -CL INTERS CTION 'L 5+09.65 (68TH)=2+59.55 (LMHURST) I n 3L N wt W UN a logo N•�n• 6,01tWor• 44fgftenv MwnM�,�I1111r1oi►r ', M�M�Isarwkl�Alti11>AIM r`r.'�� • �llliyl GRAPHIC SCALE KMN m o to go 40 r 1 loos - 20 tl _ I t , i a' I .x { I �y I r IR48 SW Elmhurst SIT qF-0029 of 11 w . E14,,Lw.. IF THIS NOTICE APPEARS CLEARER THAN THF. OCT $ 19$ IN)(•UMFNT,THF t)OC'UMENT IS OF MARGINAL QUALITY. N1IC,RO ILL E11) I�Ill�llllill Illlllylill 1 Illllll1llill I•Il1lIIIlIl11111 Ililll±illlll I Iltlfji(Tjlll I Illi±Illlltli I IIIIIIIIIiIII I Il±lllllll±;± I Illlllllll±1111 I illlllll±III► I�llilll1lllll INCN MT III QI� ��- ' IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII!Illlllillllllllltlll IIIII!III illlltlll 11lII!lil Illlilll111llillllllll!IIII(;I!Illllllt!Illillltlllllllli!INIIIEIII!III1111111111IIIlill!tlillt111ntIIIttI,ilililli 1!1111111 1111111"Illlllitt tlNllill Illihttl!fI11RIiIIIIIIHII IIIIIIItiIliIlllHllttt -. u_:.. r_....W$I I � I t. 1 �I I I I' I •t -tc-_ :.,.,.:.._ ... -_ ..._. .... ... ._. - - Pk .:k... 3a'�"• i 1. INSTALLA110N SHALL FOLLOW THE MANUFACTURERS RECOMMENDATIONS. -ATTACH FILTER FABRIC MAY BE USED SHORT TERM TO STAKES W/ UTILITY WORK AND W/ 2. FILTER FABRIC - USE MIN. 36" MUC ROLLS PHASING OF DEVELOPMENT r- 2"x 2" WOOD POST --- - -_ --- / OR STEEL FENCE POST --- �� FABRIC ` W ._:,..:`j= REINFORCING NETTIF G =�_ t+' 1 $ QENT FENCE NOTES c���±±C�u�,,�� BACKFILL I z _z _r T AS REQUIRED +- ., .. �s�]i�.w TRENCHV. in T-.. y�tt' _ - \ r a /— EXISTING GROUND x Li 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE O INSTALL BIOFILTER BAGS TO PROTECT EXISTING CATCH BASIN DURING CONSTRUCTION. LENGTH OF THE BARRIER TO AVOID USE OF JOINTS, WHEN JOINTS ARE NECESSARY, SEE DETAIL, THIS SHEET. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WIIli A MINIMUM 6-INCH OVERLAP, AND QOTh ENDS SECURELY FASTENED TO THE POST, OR �2 g' CONSTkUCT GRAVEL CONSTRUCTION ENTRANCE PER DETAIL, THIS SHEET. MIN. _ BIOFILTER 8AG8 NTS 2. THE FILTER FABRIC FENCE SHALL 2"x2" POSTS AND ATTACH AS SHOWN ON DETAIL SHEET. � z g I �\ -- HALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE V CONSTRUCT STRAW BALE SEDIMENT BARRIER IN EXISTING DITCH SEE DETAIL, THIS SHT. MAX. FEASIBLE. THE FENCE POSTS SHAM BF SPACED A MAXIMUM OF 6-FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6--INCHES. ALL MT N" EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL 9E BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. EROSION CONTROL PLAN NOTES 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED SEDIMENT FENCE LOOPS FOR 2"x2" POST NSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON NTS THE UP--HILL SIDE OF THE SLOPED AREA. 1. APPROVAL OF THIS EROSION/'',EDIMENTAIION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL AND LOCATION OF ROADS, RE iTRICTORS CHANFII.LS, RETENTION FACILITIES, PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY UTILITIES, ETC.). PROTECTED AND STABILIZED 2. THE IMP' EMENTATION OF THESE ESC PLANS AND 1HE CONSTRUCTION, MAINTENANCE, 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACT;; t IMMEDIATLY AFTER REPLACEMENT, AND IIPGRAD,NG OF THESE SSC FACILITIES IS THE RESPONSIBILITY OF EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED THE CONTRACTOR L ALL CONSTRUCTION 1: COMPLETED AND APPROVED AND (L OF SWALE REPAIRS SHALL BE MADE IMMEDIATELY. r 4" } OR DITCH VEGETATION/LANDSL,. -ING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. CURING THE ' CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS �\ �•' �N� SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. BALED HAY OR STRAW ;��• f� GQP SSS Z ` S��N P 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO Z� �QQ�O�} '° �•�/ ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE •� • p / ,�°' ' ° °' SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. , + i� � c �o°�q•o 4°a o 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE ESC z o . FACILITIES SHALL BE UPGRADED A3 NEEDED FOR UNEXPECTED STORM EVENTS AN 00 0° o° 10 °o o D NOTES: � 3 jo 00 "o o° o° TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE STE. • EMBED BALES 4" TO 6'. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED 2-2"x2"x3" PEGS 2S'R MIN. • DRIVE STAKES MIN. 12" I EACH BALE " AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ; INTO GROUND SURFACE. CLEAN PIT OR ° 2 MINUS GRAVEL 7 THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A O ROVIDE FULL VADTH MINIMUM OF O .:CE A MONTH OR WITHIN 114E 24 HOURS FOLLOWING A STORM EVENT. y MIN. OF INGRESS/EGRESS 9. AT NO TIME H ' I SUBGRADE -REINFORCEMENT AREA SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO DEPTH ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND GEOTEXTILE, AS REQUIRED CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM OVERLAP EDGES —/ SYSTEM. • 20' MIN. FOR SINGLE FAMILY 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF AND DUPLEX RESIDINTIAL CONSTRUCTION AND MAINTAINED FCR THE DURATION OF THE PROJECT. ADDITIONAL 4J STRAW SK-ALE SEDT NT BARRIER MEASURES MAY BE REQUIRED "0 ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN IN rCHES OR SWALES FOR THE DURATION OF THE PkOJECT. 4 �+ SaL CONSTRUCTION ENTRANCE . NTS NTS r cr L,L.: f1 Ld i. � 20 INSTALL Z CL 3� /SEDIMENT N PER DETAIL, , THIS SHT. --- Its- A' — • i • ' - - ' - lit ri i ♦ / �� / a y i � i _ `� _` ` •tel ,1 I • 1 ox 74 . � �•� o fOON •Lmr• nonit ooturo o.Nrpor�tr go / / 1 .. �- .. � .. -=� .. .. wwl�Iw�wrlw nI�w Isr,AI►w -- ---- ._. — � — _ — � _� ," _ �_ _ f-.�- ..�---�" •w�wwne�awll�s�lell. KMN TJW RJG 9S�_ 7i'1�y6 GRAPHIC SCALE 40 0 20 40 0 MENEM IN FEST' ) I Inch - 40 n. ��t Ne► t C2.5 48 SW Elmhunl —_ IT 98-0029 7oftQ ' ,�, > vl.r�, � y .. ——- r t : -._.... '""r'}Ii�'r.'_i E•"�"S iPJ>Clt7" _ r 1 ..•r n+�.--- f j IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 6 998 I)OCUMENT�,THE DOCUMENT IS OF MARGINAL QUALITY. NT 1 '110 I ,n1 E'D 11111 1111111 IIIIIII�IIIII 1 1111111111111 I i1l{III1IIIIIII 11111111111111 1111 1IT1111 Illlilt�l{Ili I III�;{t�t�llf I ��II��I�IIII� I I�I�I�If���I�{I I I1I1III1I1I�I I�I�I1III1i�ll INCH M110[M cm" '� 4S II►Innhnllnullnlhnllnlilnlllmllnuhmhnl Ilillllll IIII{4111 III111111(NIIIIIIIIIIIinI!InIII�II+!hlil Inll��IIII�II�iIIu nllllulllullnllll!InIIIIuIImnl +Inn nnhll Irlhm nnln;r mlhm+nllnu mlllnr tlnlnuhminn unlnulnl{uuml k` • `i 5 w1Z t t A . , r rte r. _ 7,1 PIPE CURD JOAN r ►NM. - !EE Moms Row A - I - A '• r 1 T r+ti Y./.��•r-rte:r:,s" EDGE OF STREET-� �--- 45, • 2. 0 ' iV•._#. /ASLVOCX FACE Of FULL e�uP l R i�J9p1AtX-7 _ - t or IwAa PER PLAN 1sT a t ///T 2 t SIDEWALK ADJACENT TO CURB EXIST. DITCH E PER PLAN, ..: , STREET BARRICADE129-6' • ' MN Row MINUS @AM MAY OR STRAW '.1� 1; - RIP-RAP (SHOT ROCK) EE �.-•�6- S -___.____.. • ROAD 1_._ .�-.rCc��••.::.`�'-'�.- � �.�•..- ....-..r 18 A5Ti1��-14 a (� ,D•. +;« �-.- I =� �` _ ^L ASS w SEWER POPE r !� I - END OF CURS 5' tiles � • tis, I Mor[ s I• or 3/4•-0' BASttAOCac :;,�1 � �- 6 1► �- -1 �1� COWACIED 11.1"AIE . Moms y_ DRAINAGE DITCH SIDEWALK AWAY FROM CURB - Dow STOXILS MIN. 12,• EMKO 61#An 4' 10 �'. �� � . . •� �`4lyt �t r 1. COsKMTE SIIAIl DE 3000 P.SI. At TEN 29 ty�YS• t SACK wX SLUkA RAIAGE ' - LV 1-•1/I' to 3`. �� �, 1 ` J / '41A 5-BE-RAE' 0 CRUSHED • SHOT ROCK PIPE BEDDING 2. PANELS 10 K S FEET 4.ONC• y; ` �; PER CITY OF TIGARU -MAP e. ':, BEDDING Uf I AIL NTS EXIST. DITCH BOTTOM Q 7. ttll?'Ar/9�JN JOIt11S 10 .E PLAt.'�0 AT SIDES a/" ogIVEwAY APPNOApRi � '��• `•• ,2--d- MINUS CEN ER AL ML TES U11LIrY VAULIX V44CMOJAM RAUPS, & Ar Sr•ACwG Mor To EXCEED 43 FEET. �M' ex" 'SECTION A--A RIP-RAP SHOT �. r(;R A►�SA(:ENt TO THE c:jle>i AND Pourretl AT rrec SANE TwE As 111E �W BALE SEDIMENT BARRIER talR9, 111E Jc>•NT ^CIMs>, TH 9eAU N A URM A Jaw r WIN A LN. In'THE RA1)RJs 5EQIIQN 1. ALL ELEVATIONS ARE BASED ON A F1FNyWD FLOOR ELEVATION Of 208.00 FEET AS SHOMINII IT STORM RUNOFF 0 DITCH �r� � � � QN A NT�Cn,S ff O Fc�R T+,E SED OND Ela, st rOCL NCM , oAT�O E CURBb. �11EMALJr !.iIALL HAV(' / LMNNtIJ�! »IK1er�Ess ca► s wrncs r YOUNrA6L( _ � ST' RM RAIN O I`AL sAro ELEVATIONS MIERE aR1GINALLY BASED ON THE U.scs, efNcxl MARK N THE C71JR>S , (.%M� IS URD Ore 1/ 3MVALX IS IN rEMOF3) AS P011111 NON Of DNIAWAY. N NTS I4•1s AT THE NORTH CORNER OF TI# INTERSFCI1ON OF N.W. MAW ST. AND &W. RALRUAD ST. ,► 001ERNK �EWALX SHALL HAW A LOMIS U 9MCIKMESS OF • Wc193, 6. 11NAIN 0LOCXOUTS IN CIAR93 STALL K EXTEMM To GAO( Or SIDEWALK VAIH 3' OIANErER 3/4' R w� - IDGIE � � 2. STATIONING IS BASED UPON CIENTIERLIKE UNLESS OTHOWISE NOTED. �LASK PIPE AT 2Jc 1C1'C COIIrRACT1ON JOINT to K PIAL'EU OVER PIr'E - _ R - � _---`-• R 3. EXCAVATORS MUST COMPLY MATH ALL PROMS104S OF QRS 7157.541 TO 757.571 �___ - ----�-- !• ST NXUDING NOTIFICATION OF ALL OMERS OF UN04 RGROUND FACILITIES AT LEAST 48 C.O. T. CONCRETE SIDEWALK I- --- 6. 6. -- -t DRAINMx euxo ,T t r 1�' WSWSS-DAY HOURSt OUT NOT MOW THAN 10 SU9NE�fi'S DAYS„ BEFORE COMMENCING 3 LO. PLASTIC -1.f • r+IM .__ _ }_ Pull w/cmpti C .- ------ AN EXCAVATION. WON. 3' A.C. IN 2 LIFTS _ 2�_ �;-. I I TP�TC EL pr • : I 4. THE LOCATION of EXISTING uNOERtXt ? UTILITIES SMOMyi ON T! PLANS t5 FOR CIN F X J_ S• • - 16- INFORMATION ONLY AND IS NOT QUARANTUD TO ISE MUkETIE OR ACCURATE. s REET : _ ••° • _ 6-EXP CONTRACTOR SHALL %t7d Y EUVArAM OF UNOERGROLIKO UTNJTIES PRIOR M ' SAW CUT - i Dui Ur x1RaCT Aeius � Ue►1;11ao ss _s- 6 • �' �- d°•Q O ° • • ' ASSM S� 2.94X S- 294X COMMENCING MATI4 CONSTRUCTION AND SHALL PROVIDE THE ENGINEER 72 tWURS - R[xMl/AdNC O O '' ' ,,.SLOPE„ NOTICE OF ANY DISCREPANCIES MATH THE PLWS. CONTRACTOR SHALL VERIFY PIPE h, :e' CF 3/4' - 0' f a ° p :, ' ' o• VARIES • SIZE AND TYPE OF MATERIAL AT EACH EXISTING UTILITY CONNECTION PRIOR TO .. •••. . . �� 0 Q . .- �� 2:t MAX •� .' • • • • • • :: j 1. MATERIALS. ��� !:�;':�:'1��:�: • ••�,�' :'.'.'•i.•.f•.;.•.;. � •;l • /. / Q i COMMENCING WITH CONSTRUCTION. . a z 2' z 40', 12 CA. CALV. PERFORATED STEEL f' :� �` S. ALL PERMITS ANO UCENSES NECESSARY FOR THE EXECUTION AND THE COMPLETION OF POST. �• .. . .• Li. TIME WORK SHALL. BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING • r 4 ASS C• AC CONSTRUCTION. • • •• , //' ° 2 1/2- X 2 1/2• X 18•, 12 CA. GALV. PERFORATED 4- CONI. S/w ' • • �'.� STEEL sTIFFTeEA FEST. TRAVERSE EXPANSION JOINTS: 3'-3 4` MINUS CRUSHED ROCK curs s• /'� / O 12'--2 ANNUS CRUSHED ROCK GRAVEL 6. NOTIFY C,fY INSPECTCR LETHA THOMAS (#639-4171) 24 HOURS BEFORE STARTING . eAcxrllL• a.AS3 A 16' STD CURB j 1/4` X 2 1/4' X26•, 12 GA GALV. PERFORATED 1. TO BE PROV"D AT EACH POINT OF COMPACTED SUBGRADE SHOULDER WORK; ALSO, A PRECONS'RUCTION MEE71Nw IMTH DEVELOPER, !IIS ENGINEER AND H 2` - 0' • ° ayA to STEEL ANCHOR- TANGENCY_M THE CURB /r AT OTHER A CONTRACTOR AND CITY REPR£SENTAnVE IS REQUIRED. • • /.� , 3 LOCATIONS AS REOUIttED TO 11111T THE .W. ELM H U R S T , FR AN L� ° GROUND 3/6" z 3 ,/2'. OAI VAMLEP HEX N[AO BOLT NTH SPACIMG TO A MAXIMUM OF 20 FT. 5A -i• -• . �// 6 LOCK WASHER, OR 3/,6' CORNER BOLT. t , �� • • /00 � " 3• �/, 2. MAIERLAL 7U BC PRE-MOLDED NOM- 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND T?1E 3/4' - 0" /� 18- CI 7,,f;6* X 5'. GALVANIZED CARRIAGE NTH FLAT AND 2Z3TREET SECTION APPLICABLE REQUIREMENTS OF THE CITY of nGARD PUBLIC IMPROVEMENT DEs+aV EXTRUDCD MATERIAL VDI A )AINIMM STANDARDS, MAY 26, 1494 EDITION. CIIAMtAAR 9ACKn11- • . . . - LOCK WASHER. 2 BOLTS PER RAIL PER POS r, , e e • ,�%�% CI _ TMIC)cMEss OF 1/2'. � NTS LiJ CL • . / �/ 2' X 6" CFIOSS.�AIIS-PAIKTEo NAtN Rlil FCTORIffD S.W. ELMHURST STA 0+30 TO 1+30 B. SAWICUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING • . �� ° RED Attu w+nr. PArNT. TRAVERSE CONTRACTIU-4 JOINT_,: S.W. FRANKLIN STA 0+30 TO 1+22 PAVEMENT AND NEW PAVEMENT. -- 2. SEE MANUAL ON UNWORU TRAFFIC CONTROL_ OF"1ClS 1. SPACINC TO K NOT MORE DIAN 10 F1' o FOR sTRE�Ts AND N,cHwAYs Oreo THE OREGON 9. USE 3,000 PSI H 28 DAYS PORTLAND CEMENT CONCRETE FOR ALL SIDEWALKS. CURBS, o SUPPLEMENT. 2. DEPTH OF THE JOINT SHALL 8E AT R/VI► 60' STREET Q/w AND DRIVEWAYS MINIMUM SIDEWALK THICKNESS SHALL BE 4-INCHES f � LEAST ONE FOURTH Or THE CROSS - - 0 , 3F-1 BARRICADES Y ;�- - 6C-8 BARMCADE UESG�I SECTIONAL AREA. 10. CONCREr� SEWER PIPE SHALL CONFORM T'0 ASTM C-14 CLASS IN. '�"' � �• 6C-9 BARRICADE APPLICATION CONCRETE BREAKING STRENGTH: MM rr 0 3. ALL MATLRALS Alto IKOKKUAMSHIP SHALL BE W 5' 7 17 - 1'p - 7' S' 11. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY CONTRACTOR. AT ALL TIMES. a, � c �" ACCOMAMa NTH 114E GURRINT STATE OF OREGON 1. TO BE 3000 P.SI. AFTER 26 DAT& CONTRACTOR N PROVIDE A 'Rr,FFIC CONTROL PLAN SHALL BE FRONDED TO THE CITY FOR REVIEW AND APPROVAL a. T STANDARD SPECIFICATIONS FOR Hla•IwAT CONSTRUCTION � 6- ' �TP••TC EL ' -. 4• eAcxnl_ w s�NST AR[As P` 12. EROSION AND DRAINAGE CONTROL SHALL BE. PROVIDED FOR BY THE CONTRACTOR AT 1. Sr s/w rs Ar.A9esr aIr19, nl.l C.'0. T. BAmar.Aae Lt 37CN suPPORT . R«>< � 9A« � x� �- eAar�K..ADE FOR sTUEwAuc rs sW� C.O. T. STANDARD CURB 6 EXP � ALL TIMES r; P S-2.OX Sw2.O% u SLOFE PIPE BEDDING AND C.O. T. STREET DARRICADE �' 1 X ` s- 2.90 s' 2'94X VARIES 2_ rr�s RMoan Mor Ac.�Ms,' aJRe ETAI S �►. - Y' 6ACx FRow cupj&PC/P ACKFI 1 �: �` �,�•�, , •�, r�. ';,- 2:1 MAX a �. BBREV,�ONS 4' CONC. s/1N` :::; ;�:: :; •;=:: ::;:;';:,';:;;;:;';:;:;C '� 4- CONC. S/W 6' CROSSWALK STRIPING ' f �' � 1a STD. CUR) PER PLAN , . • '•- S' MIN. - - --- A.C. ASPHALTIC CONCRETE PAVEMENT MIN. MINIMUM 6' MAX. . T. t o < j '• 16 STD. CUI� VC KcAN VERTICAL CURVE NTS NOT 'r0 SCALE �- , ,1• '�4'1r w 4 -Ct.A55 C A.C. CENTERLINE Q.D. OUT! DE DIAMETER 3'-3 4- MINUS CRUSHED ROCK C.J. CONTRACTION JOINT R PROPERTY UNE 12'-2' MINUS CRUSHED ROCK CNP CORRUGATED METAL- PIPE PVI P094T OF VERTICAL INTERSECTION ti . W-0' 24'-0' 6'-0' L-COMPACTED SUBGRADE C.O.T. CITY OF TIGARD PVMT PAYMENT STOP SIGN LOCATION S CSP CONCRETE SE1A+4R PIPE REQ`D REQUIRED POINT (INSTALL 4' PVC SLEEVE W ;: -_ I SEE N07F PER PLAN D/W DRIVEWAY R/W RIGHT-OF--WAY �6 UNTIL PERMANENT SIGN 4, F-- 1lµ R/W E.J. EXSPANSION JOINT S/VN SIDEWALK j INSTALLATION '�' r G,: I i.r R-�- S.VIS• E!M H U RST FULL ►TEEET SEQTI ON EL ELEVATION STD sTANI;ARO d h Q� �:• b' %AIN• '? NTS EXIST.EYC EXISTI�TICAL CURVE TP TOP OF PATOP OF RVIIAENT STA 1+30 TO 2+30 FG FINISH GRADE VC VERTICAL CURVE SLOPE > 2% IEm INVERT' ELEVATION W WATERLINE w� PC/PT 7 5.S' •r.� f;t� ,,. R/W 60' STREET R/W LEGEK r. __- � •,.• , �'�;.�'�;�*,�' CONCRETE b PLAN VIEW ��, �. 7.5 5. 1T 1T 5' 7s _1.J -" THICK e - .. ..•.. ..• GRAVEL J' 6" �-- ------.-.4•--�{6- � �- I NEW A.C. �XiST. A.C. RIP-RAP (4' FOK 6' SIDEWALK) I Z TP-TC EL I ':z: : ;;.'.;: =:: REMOVE k REPLACE' At _271; �_ '- -�, ,- EIUSI+ NEW SIDEWALK - •.. _ 1 T HIN DRIVEWAY SLOPE S-2.OX /-6 EXP + S.-2.0 SLOPE SEC IION A'-A SLOPE 2X MAX. VARIES 2947E S� 2.947 �, .� 2:1 M�� _. $---- �r.�. -- �4.� `1G`'�t.._` VARIES y; � 2:1 MAX 4" P.C. COr1CRETE ea cr o0• o0,Qna CIS .•..••�..•... ..,•...•. -.�. - -- -- / �0go.° 0 Y. 1. CONCRETE STRENGTH SHALL BE 3000 P.S.I. AFTER 28 DAYS. 4" CONC. S/W ` r C 0 0 , -- 2' 3/4'--0- AGG. HASEROCK -J / EXIST. URB k S/V► `Ftf.V15f011 DATt DE9C111PTION BY 2. CURB JOINT SHALL BE A: TROWELED JOINT WITH A MINIMUM }�' 16' STD. CURB SAMK:UT a RADIUS ALONG BACK OF CURB. 4--CLASS -C" AC LNIOMAPW TORO MC. 12000 2.Ml 667H AV[ TtOMO. CA 97223 (603) 630-1131 •.� -_ SEC71O j A--,A 3--3/4" MINUS CRUSHED RM - • � stems ewtifte"wr. 5.wPfav SHALL . +ED FAOf�s JC761 No. 9�9 F S11ilE.ti 1rtII�el�AlswarAwr� 3. EXPANSION JOINTS ,,HALL BE }�- PREMOLDED ASPHALT IMPREGNATED -12--2 MINUS CRUSHED ROCK( ,�1E I �/ - __,-. S•W. � 'lif�R$X �T. NOTES: _ MATERIAL OR EQUAL, ExTENINNG FROM >UD GRADE TO FINISH GRADE. COMPACTED SUBGRADE �v ��C1 in % DEU(MtO BY:---.AYE t�s16wt11�ltIwR�M11R1NM , 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 26 DAYS. 4. FOR CONTRACTION AND EXPANSION JOINT SPACING, SEE STANDARD O ,t%wN 6T: A11E COVER SHEET 2. JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES. CURB DETAIL. S.W. FRANKLIN 1 _ STREET EC110N CHCCKEQ •Y & DETAILS 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. NTS �� 1 DAZE: TS DRAMeMm C OM M ER C!A .- D R I V 6Y 57A 1+29 TO 1+54 f�RRt L - T-���- KM'ijae R C.O. T. STANDARD CORNER �,rr, an WHEELCHAIR RAMP - ��� = °' --- - -- 9s•�-- ' } E:�9�i(.h? ,SGti'aFUE'1 `E�1<4 Plartr. FOR INFORMATION ONLY ' C2OIIEQON ' 16 C. ....... ._•.....I SBIt!SW Elmhurst SIT 911-0029 8nf12 :r. -tlYi��..�.�.""--• rr115Yrrrrrrr - w• IF THIS NOTICE.APPEARS CLEARER 1,HAN THF, VCT 6 �q9� DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALI-rV. M1CRf','1[.111 Ell IIIIIIIIIll�I I�I�111111111 I !�I�I�I�I�III I I�I�I�I�i�lll I�I�I�I�I�I�I I II�IT�1(Tjlll I I�I�I�i�l�l�l I I�I�i�i�i�!�I I I�i�l�l�l��jl I I�I�I�I�III�I�I I II!�I�I�I�I�I I�I�I�I�I)I)Ij IIICN _I MAD[M CNMIAa 17 9 11 . ittlnnlnnlutt nnllnliluthnl!tmhm►unlnn unllln nnhnl nnlnu nnhnl Inlhl+llnnlnn n,lhul nlllnntnnlnntuulnn�nnhu,hl,Ill,ni„nhn,t„nhu,nnlnll nnhnl nulnr nnlnn lnIInII uulnit nnlun nnhnl unhnl►I�II►lIu�I =DIT v-,firz a-r• mT.'^.n,?^•e^/-,r;*P'r.:•"t.a.�+n^.,r -< _ ,•. rr...r _ xy _ vf 4r,- r 1 1� r • I' � \ I EXIST. DITCH It _I \ I r I1 j 1 13 L-F.-18` ASTM -14 I 11 D� /� - 26 273.09 I L I ! r, a I j °' I w a r L flz �: I n \ IN I T 0+94 LT. 3u1j 1": ( 24 COAIMERdAL D it O �N. �+ �' j I I �a7 0 l STRUCTION DiD CON 1 '' ryry«� .l )MATCHXI A.C., a \�\ L/0.83 ,� Te IN5T T BARRICADE �• CURB. • S/w T �Al W� NT � ,• R TP+T7l.dt R�� NCE ONS ON. \ \ 'Y �7� t#JIDSCAPE ARE '< r �:oS L.6• '• LAND\S ARF 34 j ':»!'...~ . 'h .'-•wv s -J`,°Q3• .T�,-• :.tom: �•,i,:�� 1Tal •• :. : \ aWi hCl — C+ •. —Tq.y _- _t' �1.' �T - • •�L. • +c" - --� <� .• .. •�:. ..� .DIM! •�!' p` VI :<:• ••• � .• ..•< • \�•• w•:— .sem-•R_. CI - • If •t1d•'.::; � V7: XI T � -�!'` ___ � ,��- EXIST. D ��►'' ` '?' _ 1 L .t 1 - -" — " + T. -271 . '+ (� SD •I �:: :'� ..i: ,,, - -. —� .�, W , REMOVE EXIST. INLET'. 1 •• .•� n� , -,� - __ ` _- CONNECT TU�EXIST.. EXIST. 16' C.M.P. CULVCRT0!0 •26 .4*.*.;*.;' '•�•'•'•;� R� 22yj' SEND.. CONC. REI k �:• �� TP-271r03 6' 'f'Ci►' "� ta" CSP�MI/ CONC. COLLAR, / z PLACE 4 0 :IVEL •: ••• SAWCUT LINE I '� :.o.:• <j�•�<�•:C••�ri• :Ci•�• •' � TC-2�a.'jt / + ��' ROAD / '/ ( b .•. •:• BEGIN W.-CONST. 5ftA L / c;R.v�� o D < t 'S4 T. 10't00 0 'GIN f1•W.P:. IE-266.01 N�� LL-16- esrM Cc— �� , / 1+00 Lt 29 +�'� / STRUCTION •: •-7d �f: " IM CSP. — �•t —1 _ - MATCH EEXIST. /� I ��•,S _ �t MATT(]J�`{��� EXIST. A.C. — — 2+�0 �� -- - Zt:�.i4 -- I .<�•� <•�••s.• : • _ \ �\ IF•-L/I.Lf .�\ Q Tit -Z/1.8* �vc1 DI of GOTH A9<y 1c .•:�.� � - � t+'9 RT. 17• _- SW FRAN LIN ST. �\ N :) Iyy' • : -�1 MATCH ltiIOST. A C. S.IRI. FRA KLI N ST. . \ l .o'.< T • •<.NY. �y)40 N,c. EDGE OF NEW A.C. w a TP-270.71 I \` `� �n S.W.OF �FRANKLIN ST. 1 .......... ...........». ..... wy ::3 aIF.'':�-:•,r:.: •:..• ... -- --12' W. n-- --- —12' w --=�- 12' w 120 w t. • ` •1+14 R% • MIN- 12 .„., i:i�: r.a✓� A � ti BEGIN 3:1 TAPER _ ........: i •:':r� °, �t � TP-269.17- > P-249.67 •• EXIST EDGE OF GRAVEL �:t ' - - ��- R/W - EXIST. STREET LIGHT l a I 1 ot'S9L Oki �� lei.. •�;p�rj! - "� (IlHjr NOTE' SEE SITE PLANS FOR NEW S/W ON ME PLAN S.W. 6aTH AVE AND S_V1 DARTMOUTH ST. �- -- 0+00 0+50 1+00 1+50 2+00 2+50 - — _ _— -- -- —= --- --- — = ---- - -------------------- 274 -- -- - _ - ==- --- --- --- --- — --- --- -=- - -- ---- — _- = — -- -- =_ --- -- ---- == -- - -- -- --- — -- — _ - — - - _ 274 - - __ — — -- — - •— -- — — — -- - — � — — -- --- — -- -_— _ _- — — _- - t-- -- -= _ — � — — _ — _ �— `_ �— - -- � ,� Oji.. 273 - - - 273 .04 --- -- ---�--- --- ---- - -- --- --- ---- ---- - ---- ----+--- --- -- -- -- -_ __ - --- __ -- -- 1-_- -- ---- - -- �--- --- - --- --- -- -- - --- - -- -- - -- - - -- -- -- -- _ 272 __ - _._.. .-_ - - -.._ _-_ ___. _..-_. -- - - - -- - - _. _ _ _ -_- -. - - - -- - - - _ - -_ _� --- -- �� 272 llp 2.11 --- ---- --- -=--__- --- - -=_ ---- -- --_ - -- == ___ --- _-- __ __- - - -- -- -- -- -- -- --- --- - ___ -- - - -- --- --- - _- --- --- -- - -- -- -- ---- ---- — - - _ --- 271 270 270 pf 269 - - - - _ - _ _ - 269 •Bt Ar - -ate- - - -_ -� - - ____ _ -- -- --_-- ---- - _--- - -- - --•-_- -- - -- - � --- - - - - �� - - - - -- - - - 14 vp now" 268 q.__ _ _p _ - _ -__ -- - f s- � 267 -- - _ -- - ----- --- _-- _- - -- - - - - -- - _ -- - _ - - --- _- - -- -- - � _ - -•- --- - --- - --- -- - - -- - --- `,�1EM�'� �AOF�r�� IeEvls+�xl DATE - oe�l►nae my - .± — — _ _ — �G 1 N �< o LANDMARK FOM W_ 12000 ill MTM A%V" 110ARD. OR 97223 (M) &*-1131 266 ---- -- --- --- ----- --- -- - - -- _- - — f T:-1 -6M q�l T- _ 9 .� N0. Jma &W. r r ANKM ST.• & &W. ST. • 1bOe M•nw• •�MM�•NMI _ — _- - — - --- -- - --- - — — - ----- -- - -�'' -- -- --r— OCSIONEO 9r• .�Y �R � -� -- �E oRA 1 .Y� S.W. FRANKLIN STREET WSJ=• COCKED ,b SIC wr�w11�■I� ,r PLAN & PROFILE —� _ -- -- - -- - - F rc ['�.�u Urns`-1 DAIT SCAU: -.�-_1Q �E; KM W mumm _ - = ®l` r�Mr. --i•`Ariiw Aesan O r�r { C3 11=1 ft, FOR INFORMATION ONLY om � C.2* J. rrna SW Fhnhllrsl r '.rF gyp);9 .:-�..�_. •.—. IF T,IIS NOTICE.APPEARS CLEARER THAN THE OCT B 1998 t)OClIMF.N T,THF DOCUMENT IS OF MARCINAI.OUALITY. Ni IC'it01�11,1111',1) 1111111111 t1111111111111 i Ijljljl�ljijl I Ijijljl�ljljljl 1111111111111 I Ij1j�jljT�ljl I Ijljijljljlji I Ijljijljl�lj! I Ijljljijljljl I Ijljljl�IJljl�l I Ijljljiililjl llijlll�Illll-j +�fi INdI 1MINK T-�IIM - T -1t--� iNIIn!hinlnn in!INa1NNhN!lunjnm!!nln!!nnhm nNlnN!INIINI!NII!!!!IIIIjIIiIliHljllll Illljllll!IIII!!1!1!II!IIII!IIII�I11111!1IliIIIIIIN�IIl1!!IIINIIIIIHIIIIli!11!11!11 illtjllN IIII�INI!01!111!!!!1111!1!II!II!IH!!!!11111 11!!111!1 I!!II!!!1!!!!!hn!!►n .., .,- a y rill" —T—WIT—7TTM _ '.,•iii,. 1411 i ` ( a • �, �� TC-28&0* I Z CMINVATq4. y 6, eat l9i ri `+ I ►r I m TCS ._ ON. •` I r INSTALL :DO r BARRICADE att:/. - .• - A� ;� n s3 75 - - 9 ��•L, w x�j n� :P"f �C I 4.b •' 1 �3 AINT PER ` + ,• d• . IL �+ �j.��``, , i, Ilion .' SUL � 'Q1 �(/�U Li. I ~ 'i • �• / ♦• . Yn� '•' • Y� 1 V '•"V • , •: 1 1 •� • f .-.� .•.• ,, CNA1i1 RAIIIM I W PWON. __.__ - , - YY •' Ec 1 •• In 8E VED DURING I dTpi . y. c, cONSTwx n0N i TR A 10 h r w. .• : •II• t h Q RING � �� LANDSC E AREA :: . .•.'. .i 'r L/IN A6 I FMCE ► C LL tj 1•» •.• •1. •.\.••••.. •:H.:•..:. M!J:�•.N.•:•Y• �•••:•:H :.'•••t•\•.H...6\.}.•.M Y.•.'�•\Y.•.It• ���•.•.:.:�.:•:::• ; • TP-288.8* •' {. •� » . . .. . - . . . » .. . . .. . . . . . .. -r-DER T 1 r 17• 83 . 1� - f •,� ••-- � • '•••1Y•.•Y 1.1�•.•\•••.1.1• •P1•\•\•••.••1••••\•••••• ••\•\•\••1••\•••t r\• •.•\•\IY I•••r11••••• • •\..•••••YN\• , L CURS A S/W + Sr1MglJT tiNE . I ok �{ NEW A.0 "s, EDGE Of EXW. A.C. + IN R TION ` V •' '•. ""a MA CN GRAVEL TO A.C. � ° cow _.- 1 T. 1 TC 1.72 / " +43 G STR�UCTRM OF . W. AVE. _ :1'•�•�•••••�•� Ni•.•� Cvr TP 2j�..4y �! nri + T. 1/ �iN� r't ' '^' {-12 •- .: .:•:•: a':'. i-- 1+ 2!0.40 F.w d / n R d CIAir I t h S.W. EUrNURST ST. 1+ I (MATCH on USS 3 E�ltil'. Eco GRAVEL ~ p nM �' �� `~� � . E ��JT S A . 1 GIN 1 . •.•:::': ,':': '':':: \`• �.�� GRAVEL ROAD `, ... ..., NAY �� - -- -- _- GM A'WL 0 x �, a ►1 s.Mr. ST. 0+221'T. 17' :...:::'.::..,' \l �, �� \ '< / .� `� 4 - � �, �IN \ �tEAK� i A TP-274.92 .:,,:N Y 6ECIN CUR- j -- �1 / +N .f 1+ R7 N �.J t2+1! R :.. .• "...: J.f 5, �' TC••275.75 �' - 8 �� -\ - �•f W '•.. •. •• •Y• b Ir :.. ,. 1+30 RT. 3• ..' . _ ; - MA A. LA*6kAPE AREA •'� LANpSQ�'>E AR } _>TP-285. ; �i ,•' 1INSTALL STKEET REGR T RE / , .• P' v' t •.• 1 � •. ' 1 r , `. tot • •• ,• •• Y►b:•'• +�of J. • w� y ..'' f'.t.• Gi11 �_ , • • • : •• ,• ' i ,• • ♦.. + • ', • , �D} IaAINTAIN STRA Ci 01 R/M► Li �. � F- ••x r' ., . rlt LS,I��.F)- .7� � '. I ' / _ TP-284.32 '\\ PROPERTY '. +40 RT. 42' PCR ` Ir i Z Q ♦ �t • , `� 1 • I -285.7# r ThL1 51�� JLAHRI�A °c \ 6 PC CURVE NUMBER C1 C2 - PGR STATION (ELMHURST) 2+15 LT. 1T 2+15 RT. 1T NOTE: SEE SITE PLANS FOR NEW S/W ON _ A S.W. 68TH AVE. AND S.W. DARTMOUTH ST. 0 PCR STATION (68TH AVE) 2+40 LT. 42' 2+40 RT. 42' � _ RADIUS 25.00 25.00' LENGTH 39.25' 39.25' ' DELTA ANGLE 90.100'00' 90100'00' )(A ELEVATION TC-287.15 TC'-288.05 p ELEVATION - TC-TP-2"9.92 TC-TP-285.54 Np ELEVATION TC-287.52 TC 256.07 0+00 0+50 1+00 1+50 2+00 3+; J •' 288 - _ _ _ - - 283 CL 287 _ _ - - - _ -- 287 23'6 � _— — --• f� 5 I. 285 - _ ---- - �- 255 i me 28A - -- _ _ - -' 234 13 283 ..- - - _.w_ __ _ ____ -_ -VM 4Z& - _- - - _.- 283 to 282 --- _ --- _ ---- - -- -- - �- — - -- -- --- -- ---- - - -•___ ---- -- - --- — _ - ---- - _ , - ---- 262 281 231 _ o TIF 280 -- -- -- -- -- - - -- - -�-_` _� - _ _ �. -=-- - a=�- - _- - - _ = _ �- - - __ 230 ff- AR 279 - - - - - - - -- -- - -- _ _ 279 94 me -- 273 =— — — _ _ — — _ — _ - -- -- -- — --- y -- - — --- _ - _ = � - — �_2 140--_ — -- 278 - 277 . - —- — _ - — Off FV-4A — _ - -- _ — — --- — — -— 277 — - - -- 276 276 2/5 -- - ---- — — -ROFA -- — — — - — — - _274 --- -- - -- - - -- -g , - _ _' - 10 -- - -- - 1L�Ep 17pFf�J "EvIs1oN DATE oEscllsoTlo►1 Iry --_ — - -- - — — _ — — — - _ - _ _- _ fid• a � Q LANDM 11W FOIA W_ 12000 S.Mt "1N AK 1100M. pl 97?� (!W) U1111-1131 273 -..- -- -- -- -_ -._.__ .----- - _ -. - - -- - �►. s.� ST. ...-a__.,.o•. _AM DRAM ST, WIRONM111TS --- —• — _.- — — --- — -- - --- — — �-- ---- -- - —� -- ----• --- _ ---— - - -- — — — -- OliEfid, OttltG►1E0 ��:. �����1trM/well� DRAM(OY. S.W. ELBAHURST STREET 0*(Xw Rim PLAN & PROFILE ^ - -..— _ --- •— —• =- -- - '" _-- — -- -- � --- -- -- - - ---�--- -- _ —,_ __.. - __` .�_ hMi OH1/O DATE:__ ■ �CA14: ]11EET 01 � R am wa FOR INFORMATION ONLY 2 1. 0 8848 SW Elmhurst SIT 98-0029 10 0f 12 — ta. .._ ... _... .r . .aa.r■ ..r. .rr. - _ _ IF'THIS NOTI('F.APPEARS CLEARER THAN 7'HF; OCT fi 19QA D(K'I IMENI,TtIF DOCUMENT IS OF MARGINAL OtIAI,ITV, N11('110 I LM i D I�I�I�I�Ijl�l 11111111111 11111I1111111I 1111j111 !1I1I�I i�l�l�l+l�l�l I IpI�C�I�T)l�l I I�I�f�lil�l�l i !�►�ijl�l�l�l I I�I�I�I�i�!it I I�i�l�l�I�III�I 4 i�l�l�!�I�I�I I�I�I�I)!�I)i� t INdI MAN NI QIIIN i►!inn nnin!thml+ttthu!Innittnlnit!nnhnl unlnn mlhnt n��l�I ��I+nl nnhm!nrlhm nnlnnf Irh�Ir! I�rlrtim�ln�ltullhiri trhuitllrllnlri�nllnrr rnrinu rrttlmt trlllnn nnlltrr tmlou uuhnt ttnhnlhrnlml unhrrllurrllrl ai.iirrt•a 4r34.:.:_ ..lte- _._`s• _ _\ 77,71 .y r• `, i v Y r, 'T . ,, ,Y .1.�(�! fi '{ � '.1 .:�•M. �.. % �',� }t:.yi Y. `.s t'"i: i _1 7.., t. y•�,1� - r" 'r '.N• f •1�F ''� 'r' ! .S' .Jt'. i `6• .. 7R"\ ., ��/-. •�d:.'f�Y•all 'd R -f r y �j. J�'a .K S°. ._ `�!!':�� _. ..i4, 'a Y _."t.-}•"' �r �� 3 I ,•. ��'�^. � r' 1'��. �.T-i�;•ae f .'t'. Fr h 7}. iT fir' � � ,�'. { 9. �'o (�� � • '7, 4,4 t •N , 'tJ{ e? "`M-. •3+"�S.R y �r+'Z r- �'•: r FI 7 � .' c i. . 11 SSA. A r !, f ;, e+ ,•fii� it ' ` is s '� i ,} 'a+ x �: !� � fw }j - r � wr'r �' �y^r r•�? � ' - -*i v .r f ;.a. +�y1 ., r. Bev . •�. '•'`J{' _ r ��:' r • .F '� J '�• 11 7' '�-, i' - 4: . J •. y'�' r �'.b w1 r. yi .! 1 fba I t �e • '` ��'r�, Y �,•. iy, SAt}��J �' « J►1• ' - •11 lot k d r, i if • � .k I 1f r b .1 { S . .W69Th-- AVENUE r'•- 0. '. 70 Rfpens Oregon Crape J' O.C. Ly Aspens Oregon Crap* 3' 0_C. i f 2 Bstisd'i _P'�r • Esisti t,<ft'>,Ilow Esisng tirlg QA y w� W CL 5 Esis!iN Fir W 2 Esistif� R'tUow ' 4- 19ark Mulch Y: e W TENT!ON (n • -- P LL - . > 0 ria ►' �--- • /Psistiny Ash $ ', 4 Eri_sting /Yr .�1 ~ EristiDec I ExistingFir _- _-� EXISTING VEGETATION TO REMAIN IN THIS AREA. � �1 zEYOVE DIAD UNDERCROA"i'H AND BROKEN BRANCtlE TYP/CAL THROUCHOUT PROJECT. 2" YIN. BARK VUL SQUIRED. I . Bark Mulch - _ — I Eristinp i"tr L � , r Z \ J 1 C"shng Maple EXISTING VEGETATION TO REMAIN THIS AREA. REMOVE DEAD UNDERSTORY AND BROKEN BRANCH M 3 Eriiting Alder r _ lL _ lt'sisting Fir 5 Eristing Cherry/_ z ' � 0 v / - 3 z'isting Fir Renew Oreggn Crani S' O.C. • ,� 24 _Huckloborry ucklobo .. - A Q AA -YU Esisti'ng IiLl r 235 Ropers Oregon ;rape 3' O.C. 6 y� L 3 Erich Fir z bels_tines_lair V T f� AVENUE __ 15 Rod Sunart Maple Plant Materials Listing: LANDSCAPE SPECIFICATIONS f I. laU PWABAr=-AdQ-Pbd&=-.T tS_ IiRUa-q AhM GROugncoVIX, f BOTANICAL NAME SIZE CONDITION REMARKS QTlnelude the following proportions of material ovenk m4mr t t neo e:isti"t Y. �� Me Landscape Contractor must have an t?regen galls per 1.000 sp.Jt •f area, •' �' Landscape Contractor's he*?% s and be bonded in the Stab of Orogen 0 COMMON NAME F lssieting oil 2 SOM 1•urnish labor, maferials, equip"vent and napwre+Ision necessary to r SM.' Amendment complete all worst shown on the Dd in the S�}ecif+ications. FS lbs. Commercial Fertiliser 'A' TREES rawings an50 lbs. Cypsum -- 2 J9UA&1 U9 AND RLPLACLYJAM- Cuarantoo all nein plant mots,W eknor 12. final acceptance �-- uB� Plant upright and face to jive beat fY ep for duration of one full prvwtng eeasvn or one year, ameranco or relattonA* to plant end +fructans. Acer r'ubrum "Red Sunset" 2" Cal. B&P 22 whichever is tonger. Replace plant material not sur%+,+np or in poor A. AU plwU" holes shall be •steavalod twOoe the sits 4f the tree, Red Sunset Maple eN V damap !Peering, vandatim or shrub or rvwWcover root gall or real tong• cw►rltttor►• •sr t only toga or • due b acts and neglects on the part of a rs S. Loosen end mmovo hulne bindint and burfaw Pseudot a menziesii 7-8' f1�B 9 4 FBADd- rinal C. 0ach Acte su broken or d rer+tr ham++ top .f rough erode lrrild De established try the General Confractar, anly ' J'lne ftnish grade by Landscape Contractor r m4n4"tum crown, regn4red D. Place and t AU! centre to avoid i Douglas Fir in all landscaped araas to provide adequate drainage. to roots. JW voids. '4 � SHRUBS 6 QIl,; Landscape Contractor to ver(Jy with (�+uruer and Cenernd L. 11Aen pl �• to thre,e-fourths d spread evenly ar,"vwl Contractor u}ho fie responsible for supplytnp and installing the topsoil. outer cw *- hence of D t es (Commercial Mie 'B'� RepAred qurmLtily can to determ4nsd firm J�ur�a riven, All an►-patten conts6errs: f T'sagoon 1 I of topsoil for planting MV&$ Ij re*vired .3'• All two-patten eonta*wm t rablespaor► 4enported topsoil to be sontetiw a the m-m fort ls, friable, free J• All thew* to few gallon containers: t Tablsspomw + Corn-us stolonifera 5 Cal. Can 24'-30" to 4. AU v%==or tlooidw~ trues. 2 lits- jar each callper Redt Dogwood fore n reefs. Lands• Contractor to s�ewb )eL or other 9 S forest fiyune the cert of •hen tele fi fnch wwasrs•d t '•itichas above tap of root lsi1. 72 ew yds. of topsoil to be eusad as a level4rrg fours•. % aerar +Wty fit!fob h afwd and silo f to * soak 19t1 Bates to � Ctrrnw stol(mtijera "f'lat�eramia" b Cal. Can 24-30" f0 t ExRrlr_f t s• 4nd4otod MOW walor{ng--in of trees end iy Me irrilIati r� ��• Yellowtwig Dogwood A. General Approved Ar-a'"'i.�•tiro rsvtitr**u+►1!+ of applicable state system wed' L f►rtU rAflerm composition drys tend free flowing. IJ. TG'ffF crada.. am WAM S Comrnerc4a! Mix 'A' - Sort Slow Role"* Mifr avAe f0-e--4 g 8 1160 i&lapes r � � e. Yaccinium ovatum 3 Cat. Can f 5-1 B" hftf 24 C. Ca4wll Men. �Of1' Iwarg 'hr►�k "h"i�;'eft , ►w(shedmid ai"aes Or l t ' Evergreen Huckleberry D. Cemm•rofa! Yes `e' - s4nfant r0e-15-10 Steav Ret e•e ►plow bor'de•ing pevfng, curbs. walls. aft.• be/ory i�rpttoetio- of ,nwteA BEIGHLEY & ASSOCIATES INC. 1. Oror ry lant lortilisor 2). Supplier: Ratn--O-Shba, 2115-f til f. F4. • a e w • .r. S; Appt4osMeru •f harMo4des to ell plan" aepas LANDSCAPE ARCHITECTURE AND PLANNING CROUNDCOVER to rwuIchioy, eccordbw to marwf••twer's 1Z�16 N.'1i. CeteNM .+._ ., 7. Sll'LTIBAk-MLI�IIfLLfD�LBXM Cerldon Care CompatR as d try !North raeornwwndat/eru. for Wood oow.•rol fired• 972" - Amor/eery sous, Por tlawA 0r goes t17I0l, (50.T) lIs- f 211. (503) 643-47N FAX (W3 6143-4"S � — - --- i 5. Ma= 0Z EU== ROL Afetiah sh.uo planting hods ,sett 2 e. g. RS/ vow SITE LANDSCAPE PLAN J.6El�llY1�[g:-.�1Q.�1' Irr istaf! an D►•.wfwgs. unci a reithin 2 dogs •,/I.r pl.r.tintr. Lever . Yahonia aquifolium "Repent" t Cal. Can to-Ir 1090 enM►e planting 6@4 ovvWV Repons Oregon Grape t r►r rg-tt�Tt ru_v_ p1roo JI'ww nowleus wood food and el: hro" castes' 1 t. S rwafw/•soewt• frnrn rNete P 9 P Aarn+Vlal to pient Itfe. Yodkm Orad• Red Love CVndsr I/Ar' - 2/4' elf•. � .t»at bred wreir.tarin •atter eget stlnab end c f' Landscape Area. 42,X7'0 Sq. Ft. 10• �Clll & Rome" stonse« f Awtar, o rersta, rubbtok debris end asW in s e. 1a re �1► 10L material Aarre0d plarg W from all piantlew areas• A.pq► ea rfeot� to re er or and da brei s�me WON* Retha g writ" 0 10 20 40 all 6848 SW Elmhurst �� 0� SIT 98-0029 11 of 17 ��� • b IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 6 199@ INN IIMF'.NT•THG D(K I)MFIIT IS OF MARGINAL QIJAI.ITV- N11C.ROF,11 MED il►ii��l illi it til ��l li i 'lilili�i;ili i ililili�Iiiii�i I�I�lii�lilil I I�tifiI Till 111111l1l i ij!j,j1�iii�i i�l�l�l�l�l�1j !!!11111 I!III!!VIII!!II!!!I!1!II!1!!!IIIIII!IIIIIIIIIII!!III�!III Int�Nl1 I!hI!!i!IR!!I!!1i II!!I!!!!II!!!�HI!II!►I!!!! IIIII!II!I!!!!I!I!!I!!!Int!!n!I!IIA!!!!I!1!!!nN�lt!IN!!!I!►n n!!I!nl!1!11!1!1 n!!iIH IIIIIIt►I!IIII!Hl t1!!I!!tl llll�lll���ln!!tnnlnrm!!Inn!t+! ` : ♦ � ,»- �, .. ,,TSS ,...,,gg i.,,,. pv� t� i .. it *r r� i1 , 4. ! - • '>r•� ' , .,,'•i "'fit t 4,`C• X•':r�r •�' • , ti 1 , • l S ..�t¢,fir, r , • y' + t� , rJP C r 4 vA of A. fA ' .1 , • ; � ���'�.:'lit:•+.„',., Y �, f .1' , 1 , • '� t• i _\\ t , 1! r!,r `' � ` �? '1'v.s .',. y.`lpy; s/P, 1 �. •'' ',� '-s I �... rJ�v' A}i' 11 r f ,. "� -'V tiT' i f�: 4Y M , } •.(,Vit+ t Yµ• r hAVENUE . � . W . 14 4^ ► t t . __- ssist*ng 0" 3 Dna fir Existing Merle 3 Yellow TwigDogwood . 3 Red Turin ��—h�-�--C-�- 2'�� Z Red�Dgvuala - : 325 Or r vn CraZZ- p • Y l "0"'0._! N—= d �IG_'?� C===r----+ G.� C—...--] C—== '===ILS C 2== C'—� L" 4.. 57 •---• �•J �• • 'MF • 3 D ^r a ,x Frith Cedar Existing Oak _ v ' Existing Ash EPONn Existing oak O " 1 Eristirt� Hawthorne ---- • �♦ ;d" ee 2 Existing Birch 7 ExistvV Willow _ 3ua Ar Existing Oak 1A ' 3 Existing Alder - 1STIIVG V£.CETArION TO REMAIN_ __ \ REMOVE DEAD UNDERSTORY AND BROKEN BRANCHES. 1 • . / ". t r V I REMOVE DEAD f Y AND BROKEN RTUN7H. J • 3 Es: 'ing Dogivo?d VAN 4 Erishn� Ash k -----___-_-25 Rtvrns Oregon GraRg ( 7 Red Su4set Ma le —�-- �l 300 Repens Oregon Crap# O 3' O.0 r ALA A-A ]�2�) � . W . 68TH A �' EN U E NOTES TREE PROTECTION __ Y1 YsY's D.F Stakes Baud wL 1. B!B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. GENERAL o�-6T 0 F7IWW�'i 4. CONTAINER STOCK MAI Bl� srrBSrlrvrEn WITH BtB STocK Or EQUAL CRADt furnish labor, material and equipment ro7u�ired for protection of existing trots For tress T t/ Cal t Above. (2) 3 PLANT MATERIAL SHALL CONFORM W1rH AMERICAN STANDARD FOR NURSERY STOCK. ANSI specood in the draunngs. 411 ere♦ protection work shat! be performed by a landscape Stakes Required For Smaller Trees. ,ZR0.1, 19116 EDIrION. contractor licensed in the State of Oregon. / Do Not Penetrate Root Ball 4• ALL TREES SHALL BE BRANCHED. If tree protRction fence has been removed during site grading, rspla-e as s'-ted. S. MULCH ALL PLANTING BEDS WITH ,t' MIN. LAYER Of SPECIFIED MULCH WC / _Tree rise/Rubber Nose W/ I? Gauge 0. 1N THE EVENT OF A DISCREPANCY BErWEEN THIS MAI ALM LISTING AND THE ���� • Z'aT W{rr. DRAWINGS, THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. 7. 1N THE EVENT OF QUESTION OR LACK OF CLARIIT ON DRAWINGS, LANDSCAPE TREE PROTASCTION rres WrM_- Prom Ground To First _ CONTRACTOR IS TO CALL LANDSCAPE ARCHITECT BIFORE PROCEEDING. Landscape Contractor shalt supply and install a six Joot stork t o !encs Ince ma • —B+nnch. —�� d. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT PRIOR P PF YF (f y rO INSrALLATION Or PLANT MATERIAL be galvanized jvru-ing) with steel `I' type ftrics posts 10' on center maximum. Place ante around all trots to be retained at tree dri line wherever possible; 15'- d : Remove team Fire t 1 p 0 Amoy r"—"— ne From 1", away from tn-nk minimum. (Maintain during length of construction.) 0/ Ball er Staking. Ptace Top J BRANCH PRUNING, ROOT' PRUNING, REMOVAL AND FIEDINC Football a tftn Anew Acyar T Landscape Contractor is re oguiible or all trite %vork or trees to remain in all i Finish crani• r1 J P rP f f J Planting Or Tug Area landscape areas adjacent to construction areas. 1. Pruning: Remove cil dead wood and broken branches to live wood Jtovnove all Mulch Circle Water_Basin 1 �r min major crus--crossing branches and do major thinning and cu-,`irf back to -D�- balance trots as per shape and cies. 2. Prune all broken and damaged roots, or roots above grade in 7avtd areas Cuts a Roth-,ftgrA�1�1 Circle Irk shall be square and clean. Paint urith Trite Hook • // �' Areas. 3. Removal of in landscaped arras shall be dans onl urfth the • . n -----""'"" Beek Soil Mistvre As S d approval of the Owner's agent. Clearing and removal oy undersiory Van shall -_- u -- be dons only the express approval of the Owner's agent, and under his �irectten p�--- .... r -.~ Sc Falls R Bottom 0 Planting I. All debris resulting from the above work shall be removed from tho site at the a*i C n _. Contractor's expense. d. Deep feed fill trees on site, larfor than. 6" that have been root pruned or heavily - arI 1 toopp pruned. AN. iil r dta'tnetrr notes 3' on center at the drfpbine, to Ifs depth of 1 F'. `r JIYII with a mixture of SOX sand and 6OX 16-16-16 ce+nrttit+etal 0trtililrer, ___„�,,,, Webfoot Brand or equal. Set itoolball OR Undisturbed Soft— HEIGUIXY & ,ASSOCIATES 1%. PaisIII Orornas face As Specped _ Trees At St►�ru4v Typ. IAMpSCArE MCNII�CTUR[ !1110 trlMillG I 2 N.M. ew"A Re4, !7Y!! (503) e+3-4"0 FAX (303)�i 4798 2 111 oto. of Root Ball SITE LANDSCAPE PL N La2 TREE PLANTING DETAIL — SHRUB PLANTING SIMILAR Y 0 10 20 e (3848 SW Elmhurst A SIT 98-0029 12 if 12 Al;' 1i ^( ' t4(t , �, ( r xA, - - I. , . ..- . ... , '} .; .. 7. `... ?G!',Y✓' •'4• �yt; � , � n..y .. ' ... .. ._ .�:: Yc. -. .. _a __ s_._, >R _i_�iyn .. - 4 u➢[.d'. a I I }. ,b.s.p.ye<Y.rY.. :.. ._: ..a)�,.\•. ! s:. . ..�.. .'.. _ � �':. a. _.. �,r3.,._ ,..A..r.•—._.�..__,. �.,-_+-+�..a .... .._ -.. . . .- .t,..RdC .. .. �t i -. .. fly' �..�. �Ay���� _ '8 - — � '� a '�.,ii�� ixr 'tF. IF THIS NOTICE APPEARS CLEARER THAN THF. OCT s ossa I) X'IIMENT,THF 1`KX'IIMF,NI ISOFMARGINALQIIAI,ITY n��(,R���,'�,��rD Jill �iIIiIIIIIIIIIII+II!IIM#M Of ! I�IIiIl�l�l�l ! fIIIIII�III�III IIIIiIi�IIII! ! {Ifl�jl(Tjl�lll I�IIi�l�i�l�l I (IIlill�i�lll IIIIIII�I�I IIII!IIII�IIIlI IIIII�!IIIIII I�III�III�I�I! !ul!nll!!111i!i!tnIlnn!In!hll!hullnnHnlllln nnlnn nnhnl IIIIIIIn Ilnlunhnlhlnhllil_II�IIIIIIIIIIIIIIIiII!Iillhlll IIIIIIIII!iNlllilll!lillilll!ItNltli!f1111I1i11 IIIIIIIII III III III IIIIII!!!m!!!lu!n!Ilttl mlhlti Infill u!lhnitmilnn►nn4nn!111