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6855 SW ELMHURST STREET-1 11 — - --- 2 tom* 1 AIp s �Ieaalcs �. � `A OF I ' S . W . 69TH A 'UE f-,1 U E I CHAIN LINK - - -- FENCE low A t�Wt,tow -- ° ---- _ I J I co II ( + 24" A"SMO" ASH ° 1 AAK I �I I ,, 1 15 PCS 9-4-135 -0" I + FIR " FIR A.0 2 .. FIR ( ' I I C •N• I 4" WILLOW I � !I + I 4 I o I 000 I ( ' FIR 6" Fir? a 111 v t7 -- 0. 2" WILLOW d 4 SPCS u' �8" F(ALn ! �' ° 29' -0. 36 0" 13'-0" I Y; 6" Ny. a gar. i N 14U FIR 12* AN - _ 18` FI I I I �-- • I I , I 2T-0"- 22'--8" -_- 10 SPCS O 9'-0"=90'-0" 22?;-6" � ,•,L. ;A rE--_ — b 9 SPCS O 9'-0"=81'-0" " FIR 15''0" 10" U. DEC `' FIR �-- I 20" FIR II to I I � ' 8" ALDER U) I I 140" Ff a b O U.12" CHER 30" F' I ' 24" FIR I _ 30" FIRV FP f o - \ p I 6 C RRY " - FIRi _ \O+ S7• d'�' ra t oo I 12 IAERRY 6 F ® a�1. "� .� 106' hl FLE o u N N� 1 CHERRY I (L 1J 12" IRERRY y � I� < la4— FIR Z . ._ r + CLI Q �' t �i 2 `.F'.nC IS 18, U� W 20-8 26 SPCS O 9'-0"=234'-0" 29'--6" 15'-6" cw O -r)" 26" FIR FI' • I FIR 1� FIR i0 I I J 15" FI 20 FIR i I ' // w .- 1 I -� . - . _..- _ _. K 1_. ' - � � 12" FIR I� 110 WILL04r I I • ✓ i�'9 A. ii :�.Y.J.rtszzz�:,.T, i1 x =Y<f ,1 Revisions S . VV . 68TH AVENUE D r ' ' (�' A�� KI �! G LA YOU T _ _ I . � PLAN CENERAL INFORMATION AND LEGEND SHEET INDEX TOTAL AREA 57,500 SF TOTAL PARKING 96 SPACES 2 - �®®� Q�'1�117^ .,� It PARKING NORTH - LANDMARK FORD LANDSCAPE REQUIRED 10,125 SF C2.1 CIVIL SITE, NOTES AND DETAILS Y LANDSCAPE PROVIDED 1:;,444 SF C2.2 CIVIL SITE AND DtTAILS C2.3 ' CIVIL Si'fE GRADING & UTILITIES C2.4 C,VIL SITE GRADING & UTILITIES C2.5 CIVIL SITE EROSION CONTROL PLAN 45' STRIPING AT EXISTING TREE TO BE REMOVED C3 PUBLIC STREET IMPROVEMENTS 2'-0 0•C• C .7 PUBLIC STREET IMPROVEMENTS fr�0081 Q�'� ��� Q� � /// �► EXISTING TREE TO REMAIN C2.8 PUBLIC STREET IMPROVEMENTS + L1 SITE LANDSCAPING PLAN ^ ,oee •an�M .r•hle�etVr. comp•"� ,it t2 SITE LANDSCAPING PLAN �] J vI'-FWtft%�WllWETON PROMItyofa1EMA X �( _.__�( ARCM�T(.(,Tui1E COM�AMY AMO ARF 1{OT Ttl 1� 30'x30' SITE—LINE 6' HIGH CHAIN LINK FENCE ` AACHIT c�atwrl.,peaNkoARFWjitopT*IT" or�lt TRIANGLE FOR REFERENCE wur,,llltrtttwaaetaa4lluARa.,EcnNtEco"40 i \ CITY OF TMARD ' INTERSTATE I �� "L Y APlxTlved Condminn . ...A.. r FOR OFF-SITE STREET, CURB, AND SIDEWALK IMPROVEMENTS, SEE CIVIL DRAWINGS ` ' PDroved .. O: Id For only fhe yor 83 de ; bad in: 4' PE110.11T NQJ _ a e �' r�wn r bd ey 1 O90Itt•c.rto F•oilow. E Atdlcn�.gs1'' slit'�`/'�tti FJa'1zs I w.»^_"~ ' Oats Job Address: tZer Data, 2. 0 $h.•t Tltl• ,d• bi APPROVE 1)PI ;� i. 8855 SW Elmhurst SIT 98-0030 t o113 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 6 1998 IX)CIIMFNT,T11F,1)OC'UMF.NT IS OF MARGINAL QUALITY. nT 1( iZO1''11,11'1 l',1) plat 1.we�I�wwn luhm nnllnl nnllllli!tnhuLunlllit mrhm uninn IIrIh1n lIIIh111 n111111r I111lrlRllllrllnl lu+lltlirrn1,11111tu111n►Ilnllal nalnst ntdnll mt�lnln1111+c ttltl �i�I1n dm riI sills althm 1lulall n11t1I�n / rte. S . W . 69TH AVENUE +' 1 ZZ- ! ( _ — — — -- • OAK 1 L4 I ' I , to 4 l..l IJ 32MAPLE I I I � •� �J 22 S • 14'-0" _ - 38'-0' � r ~' 6" CHERRY � r ■ C�' tr q ''+a, I r I 19' 17 SPCS • 9'-•0"-153'-0' n• -8' _Z_1 7m i 28' OAK rI ` - I -- R20- J• © • P . I / 4 " CEDAR 6'-0" CHAIN LINK G \Oo w i w OAK "_` '• jj FENCE / 7 / i�v 10 ASH � 6 I 3'-6" CHAIN LINK GATE (7) LOW ��/ "j �-�- 0 16" WALLOW " BIRC 8" ALDER CONC. SIDEWALK FLUSH 'I'J• 10 81 0 6" ALDER WITH A C. PAVING O• �I IC4 AIL lift 16 HA 72' I I • J (3) 6" DOGW 001 f 02o" . � f I 1 SP ACE b 0 / Q' OAD-NG CONC. WME L STOPS — S..�i I • 9 S ALL TYPICAL C y __ 30' ASH 410;' a:GATE— S SPACES W/ 8'-0' LOADING ASH�9 a 2 8 AND 9'-0" STALLS- � <0'0 ' �+ f 90-0 ,;�,�• I 23'-0' 17'-O 89'-0 10 SPCS • 9'-0"• w ~� 20'-0" I I I 10' ASH 23 SPCS • 9'-0'-207'-0' 25'-0• N•^ rl J. ` I I i �� 10" SH � � } >, o °' I I �O SITE PLAN INFORMATION AND LEGEND I N ( t14 I �+ TOTAL AREA 55,000 SF L___ _ _ _— _� _L.:_.._ _ -- �8" wluow TOTAL PARKING 79 9SPACESS -- - � - HANDICAP REQUIRED s _��._ ,�� HANDICAP PROVIDEDVon 5 SPACES _ wommimmmmmmmr LANDSCAPE REQUIRED 8,250 SF Z LANDSCAPE PROVIDED 16,771 SF y '' e Z - r' ■ f r C 45' STRIPING AT EXISTING TREE TO BE REMOVED v 2 -0 OC EXISTING TREE TO REMAIN S - W . 68TH AVENUE w � 30'x30' SITE-LINE X X - X � TRIANGLE FOR REFERENCE 6' HIGH CHAIN LINK FENCE: k b;+ L- -� ONLY FOR OFF-SITE STREET CURB, AND SIDEWALK IMPROVEMENTS, SEE CIVIL DRAWINGS ' PARKING LAYOUT • w 1 -20 -o Revis.Ionatr �• ' i , C I •k y i I I S. W. 69TH AVENUE S. W. 69TH AVENUE I t - --- -- - - - - -- -- -- -- -- - - - - - - -- --- -- - -------- - --- I r i D I 'r l -_.�_ - - -_ - +— -• \ / • •nm -e'WAw _-. .- -. _ -�. - - --_. ..-- .- -.- - - --. -.-—--- -.-- - - - - --- -- - ---_ JL4 I /I I I � � � \ • . \ \ I I, I t! I I /� \ / i1 e I III / • I / / / / \ \ - \ I I IHTI ;ra IL r I L s. No I ( I I ( I I Al S. NO • � A.L; I . r I Wy I / I // I1/ \\ • \ \I>L ' - ' - • / -- ��--- • I W-o•CHAM�.« \ tA\ Nd• \ J I J tA` No.to / I A \ i ' \ / I I \ \ / ` Y • �� •w._`. I / r // I A.L S. NON \ / I I _ �-� / \-a�__„ „ z I � �\ \ \� • —r • fi � • / � / I I I ��• ~ //r • ( I �(� I O 10�a .111nne •r0*'it•otW• AOnIiMY' �+= • / — I / �` / / I I ! \ { tGkMN�� �" 1NEfE OaA1Ww0A Aae tNIF nR0sE1111 Or i�t�1 P,.,. ��`. \\ I , l / -�`�� \\ / • / / — "' ` L«I�r�l I II7`� ( ARCN17ICtUlE COWOMY AND NfS�MOT to ta! gy�yj"SA. I J \ / / \ \ \ \ -/ / • I I I ` opft=b M ANY NAeft f*aW VITA Tke M�11 �; .*•- \ F RM A, r , ARM-MOUNTED CENTRI 0 S • � ( Mand uc s�MperccTull aoteN111►�.a, � t Z /A\ �, MANUFACTURED BY LITHONIA. FIXTURE TYPE: KAR �40OW l / • \\ \\ \ l 1�� / \ \ 1 / / \ \ � ,�� . • METAL HALIDE WITH 25' POLE Yd/kld rob / / ( \\ ` \�� j • I I I ' I 1 I 1 /�� `y I -"-"17<arn y -_. /V�1•/•�O{t•A�A Cr7 '�11 i_J I I • ! _ !� ♦A, S NO 7 \ / / AA S N0.S / Job No ^" Da♦ ^.:'g _ _.I S. W. 68TH AVENUE I �� She•i No. .` — 0.5 FOOT CANDLES LIGHTING LAYOUT 0.25 FOOT CANDLESam sw a"m1w 1"=40'-U" SIT 04M 2of13 -_ - IF THIS NOTICE APPEARS CLEARER THAN THE OCT 6 � DOCUMENT.THE DOCUMENT 19 Of MARGINAI.OUALITY. NllCR0 ILn1 LU I{ISI{I�I�I�I I�I�I�I�I{I{I !{I!I{ISI{lel r{I�IlP�llill I{l{!II(I�I�I r;f�!ll�ljlll I�I�IlI�I) t!I �I!! . , ., . ►!i !!� IIIItIiI Iull�ttuhlll�Illtl�►i Intr tntinn tntlttn mrhn nnhtn nninn mllnn►nlhnt nn;;;p Ilrhln4,lulmt Intlnn nnllln NIIIunNlrr�rn ImbH �rhm lltl'har nrhr n�t�itilll " .a Ar :., _.-'L_ . -�._•r.wt.:. .iWt.. :,ar.'..m.,".'.�'a`..-.-: werwr�.'e` i 7 CONSTRUCTION AND MATERIAL NOTED AUREV1AIMS r . PROJECT CONDITIONS APPROX. APPROXIMATE IE INVERT ELEVATION 1. EXISTING UTILITIES AP ANGLE POINT CONCRETE I,T AC IV IRRIGTION VALVE LN LANE y A LOCATE EXISTING UNDERGROUND UTILITIES IN THE AREA Of WORK IF UTILITIES ARE TO REMAIN BOW BACK OF WALK Lp UGHT'POLE IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING EXCAVATION OPERATIONS. BLDG BUILDING LS LANDSCAPED AREA CB-2.2 CATCH BASIN WITH MEASURE RIM TO I.E. MB MAIL BOX B. SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES Bc" ENCOUNTEREDk DURING EXCAVATION, CONSULT UTILITY OWNER IMMEDIATELY FOR DIRECTIONS. COOPERATE WITH CC CURB CUT M "• THE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES CL CENTERLINE MIN. MINIMUM MANHOLE a AND FACILITIES IN OPERATION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THE UTILITY CFL CHAINLINK FENCE LINE NG NATURAL GROUND - C.O. CLEAN OUT NTS NOT TO SCALE 8YM8OL LEGEND: OWNER. CMP CORRAGATED MET.'L PIPE Op OVERHEAD POWER XI TING PROPOSED C. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER CCP CONCRETE SEWER PI•r'E PI POINT OF INTERSECTION OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE OWNER, AND THEN ONLY AFTER CONIC CONCRETE pp POWER POLE ' ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. COR CORNER PC POINT OF CURVATURE A D. DEMOLISH AND COMPLETELY REMOVE FROM THE SITE EXISTING UNDERGROUND UIILITIES CONN. CONNECTION PED PEDESTAL a -- -- -- RIGHT- OF-WAY / PROPERTY LINE INDICATED TO BE REMOVED. COORDINATE WITH LOCAL UTILITY COMPANIES FOR SHUT-OFF SERVICE CONST. CONSTRUCT/CONSTRUCTION POC POINT OF CURVE IF LINES ARE ACTIVE. CSD GUARD RAIL POT POINT OF TANGENT STREET CENTER LINE -- — — --- --- CSD CONCRETE STORM DRAIN PT POINT OF TANGENCY E. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES IMMEDIATELY CSP CONCRETE SEWER PIPE PVC POLYVINYL CHLORIDE -- -_ =-= CURB LINE ADJACENT TO EXCAVATIONS, FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, DEC DECIDUOUS TREE WITH SPECIES AND DIAMETER PVM'T PAVEMENT t • UNDERMINING, WASHOUT AND OTHER HAZARDS. DIA DIAMETER R/W RIGHT OF WAY WATER LINE ,�• F. PROTECTION OF SUBGRADE; DO NOT ALLOW EQUIPMENT TO PUMP OR RUT SUBGRADE, STRIPPED DET DETAIL 5 SANITARY SEWER 4` SANITARY STORM '_INE SD D/W DRIVEWAY $p STORM DRAIN AREAS, FOOTING EXCAVATIONS, OR OTHER AREAS PREPARED FOR PROJECT. DYL DOUBLE YELLOW LINE SM SLOPE EQUALS BARBED FENCE -- _ ■ EL ELEVATION SIGN TRAFFIC SIGN A 2, PAVING AND EARTHWORK EP EDGE OF PAVLMENT ST. STREET a DITCH LINE EXIST. EXISTING STD STANDARD ALL MATERIALS Si1AlL BE SUBMITTED THROUGH THE ARCHITECT FOR THE STANDARD SHOP FG 1-INISH GRADE SHT, SHEET r" -- UNDERGROUND TELEPHONE LINE DRAWING/PRODUCT REVIEW PROCESS. FH FIRE HYDRANT S/w SIDEWALK k; BACKFILL CLASSIFICATION A - A. ASPHALTIC CONCRETE: ASPHALTIC CONCRETE MATERIALS AND CONSTRUCTION METhOpS SHALL FC SHOT AT BOTTOM FACE OF CURB TC TOP OF CURB MEET THE REQUIREMENTS 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 UNE TOS TOP OF SLOPE . TO AT LEAST NINETY-TWO PERCENT 92% OF THE DRY DENSITY AS DETERMINED BY THE MARSHALL G GUTTER TP TOP OF PAVEMENT ;"�. •t:�iit PROCEDURE. FINISH SURFACE TO DRAIN PROPERLY AND BE FREE OF DEPRESSIONS. GL GAS LIKE TUG TOP OF GRAVEL WOOD FENCE LINE GB GRADE BREAK T.O.W. TOP OF WALL B. AGGREGATE BASE: AGGREGATE BASE MATERIALS SHALL MEET THE REQUIREMENTS OF ODOT GRV, GRAVEL TWN TWIN *T OVERHEAD POWER LINE SUBSECTION 703.07. THE LOWER COURSE SHALL HAVE A COMPACTED THICKNESS OF 6" OF 1-1/2" MINUS EVENLY GRADED, SOUND CRUSHED ROCK. THE UPPER LEVELING COURSE SHALL. HAVE A GRS GRASS TYP. TYPICAL LOT NUMBER UP UNDERGROUND POWER L COMPACTED THICKNESS OF 3" OF 3 4" MINUS EVENLY GRADED, SOUND CRUSHED ROCK. THE BASE GV GASVALVE COURSE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED H&T HUB AND TACK UT UNDERGROUND TV A ` — UNDERGROUND CABLE TV LINE BY AASHTO T180. DENSITY PESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. HC HANDICAPPED SIGN VL', VAULT � . ,�'r r • -•'+' r CONTOUR LINE (1 CONTOURS) C. SUBGRADE: SUBGRADE BACKFILL FOR PARKING AREAS SHALL BE COMPACTED TO AT LEAST 9571 / WITH drr OF THE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T180. DENSITY TESTS SHALL BE WN_ WATER UNE TELEPHONE MANHOLE PERFORMED ACCORDING TO ASTM D698. WM WATER MEATER Lbi GAS LINE D. NATIVE BACKFILL: SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2-INCHES WV WATER VALVE ' IN ANY DIME=NSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS CHAINLINK FENCE LINE MATERIALS. �•�1 CONTROL POINT E. CONCRETE: CONCRETE SHALL BE READY-MIX TYPE CONFORMING TO ASTM C-94, THE / CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MIX DcSIGN AND PRODUCT PERFORMANCE. THE EDGE OF PAVEMENT MINIMUM COMPRESSIVE DESIGN STRENGTH FOR TWENTY-EIGHT (28) DAYS SHALL BE 3,000 POUNDS e r PER SQUARE INCH. CONCRETE SHALL BE PLACED IN COMPLIANCE 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 , CURD. PROVIDE 1/2" THICK FULL EXPANSION JOINT FILLER MATERIAL AND ELASTOMERIC SEALANT. y* MANHOLE PROVIDE TRAVERSE EXPANSION JOINTS AT EACH POINT OF TANGENCY OF THE CURB AND AT OTHER LOCATIONS AS REOUIRFO BY MAXIMUM 20' SPACING. COORDINATE WITH ARCHITECT FOR THE CATCH BASIN LOCATION OF CONTROL JOINTS, FINISH AND SCORING PATTERNS PRIOR TO CONSTRUCTION. 4 FIRE HYDRANT G. DRIVEWAYS MPRO`.: CONS S TRUCT ALL DRIVEWAYS AS SHOWN ON "LIBLIC WORKS DRAWINGS FOR GENERAL NOTES LIGHT POLE H. SAWCUT: SAWCUT STRAIGHT UNES TO CREATE A BUTT JOINT BETWEEN THE EXISTING PAVEMENT ?ty t,ND NEW PAVEMENT. 1. EXCAVATORS MUST COMPLY WITH ALL PPOVISIONS OF ORS 757.541 TO 757 571, INCLUDING " WATER VANE NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, ' BUT MORE THAN 10 BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. I GAS VALVE 3. STORM SEWER SYSTEMr 2. ALL WORK IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENI EDITION OF THE "`� CL .. WATER METER MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATIONS SHALL MEET THE STATE OF OREGON PLUMBING SPECIALTY CODE. REQUIREMENTS OF ODOT. PIPE SHALL BE LAID IN TRUE ALIGNMENT WITH BELL ENDS LAID UPGRADE SILT FENCE — °-- ° " IN A TRENCH WITH AN ADEQUATE SUPPORTING VALUE AND "BEDDED" AS SHOWN ON THE PLANS. ALL 3. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. PLUG BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO "I T180. DENSITY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. 4. BASIS OF BEARINGS: ALL BEARINGS FOR THE SURVEY ARE BASED OPON A COMPASS BEARING OF OUTFALL —{ THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK FOR N 00039'00' W BETWEEN FOUND MONUMENTS #4 TO X630 AS SHOWN ON SURVEY N0. 4690. MAIL BOX STORM SEWER SYSTEM AT THE LOCATIONS, SILOS AND TYPES AS SHOWN ON THE PLANS. 5. BASIS OF ELEVATIONS: ALL ELEVATIONS FOR THIS SURVEY ARF BASED UPON A FINISHED FLOOR ELEVATION OF 208.00'. ELEVATIONS WERE ORIGINALLY BASED UPON THE U.S.G.S. BENCH MARK IN GUY ANCHC ; A. P.V.C. PIPE AND FITTINGS: POLYVINYL CHLORIDE (P.V.r.) PIPE AND FITTINGS SHALL MEET THE THE CURB AT THE NORTH CORNER OF THE INTERSECTION OF N.W. MAIN STREET AND S.W. RAIL ROAD REQUIREMENTS OF ASTM D-3034 SDR 35. THE JOINT'S SHALL BE FLEXIBLE WITH E4AST0MERIC SEALS STREET. PGE POWER POLE CONFORMING TO ASTM D-3212 AND ASTM F-477. CONTRACTOR SHALL PROVIDE FITTINGS AND TRANSI110N COUPLINGS COMPATIBLE WITH NEW AND EXISTING STORM PIPING AS REQUIRED. 6. THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO 4 WOOD POSTCOMMENCING WITH CONSTRUCTION AND SHALL PROVIDE PROVIDE KPFF CONSULTING ENGINEERS 72 HOURS B. REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL BE ASTM C76 CLASS 3, WALL B. THE REINFORCED CONCRETE PIPE JOINT SHALL BE ASTM C443, RUBBER COMPRESSION NOTICE OF ANY DISCREPANCIES WITH THE PLANS, CONTRACTOR SHALL VERIFY PIPE SIZE AND TYPE 4 ; o GATE POST OR BALLARD GASKET JOINT. OF MATERIAL AT EACH EXISTING UTILITY CONNECTION PRIOR TO COMMENCING WITH CONSTRUCTION. a' TELEVISION PEDESTAL r� Y 7. THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN THE , POWER TRANSFORMER PROJECT AREA. THESE MEASURES SHAD. COMPLY WITH THOSE STANDARDS SET FORTH IN THE "EROSION PREVENTION AND SEDIMENT GUIDANCE HANDBOOK" PREPARED BY THE UNIFIED 1 • FOUND MONUMENT AS DESCRIBED C. CATCH BASINS: CATCH BASIN SHALL CONFORM TO THE STATE OF OREGON UNIFORM PLUMBINGSEWERAGEAGENCY OF WASHINGTON COUNTY, DATED FEBRUARY 1994. CODE REQUIREMENTS FOR INTERCEPTING STORM RUNOFF FROM PARKING AREAS. CATCH BASINS ' . SHALL BE CONSTRUCTED TO THE LINE, GRADE AND DETAIL AS SHOWN ON THE PLANS. ALL I... -I DECIDUOUS TREE WITH SPECIES AND DIAMETER CONNECTIONS AND JOINTS THAT ARE MADE AT CATCH BASINS SHALL BE WATERTIGHT AND FLEXIBLE 8. ALL WORK WITHIN THE PUBLIC RIGHT—OF—WAY SHALL COMPLY WITH THE CITY OF TIGARD •C ~` . CATCH BASINS, FRAME AND GRATES SHALL BE MANUFACTURED BY LYNCH COMPANY OR APPROVED IMPROVEMENT DESIGN STANDARDS. EVERGREEN TREE WITH SPECIES AND DIAMETER EQUAL. STREET SIGN D. CLF.ANOUTS: CLEANOUTS AND EXTENSIONS FROM THE SEWER TO CLEANOUT SHALL BE I INSTALLED AT GRADE IN THE LOCATIONS AS SHOWN ON THE PLANS. CONTRACTOR SHALL SET CLEANOUT FRAME AND COVER IN 18"X1B"X12" DEEP CONCRETE, EXCEPT WHERE LOCATION IS IN ^ CONCRETE PAVING. SET TOP TO 1" ABOVE SURROUNDING EARTH GRADE OR FLUSH WITH GRADE STORM 819MR NOTES WHERE INSTALLING IN PAVING. .✓ E. STORM SEWER MANHOLES ''' 1. STORM SEWER MAINS SHALL BE SCHEDULE 3034 PVC SUR-35. GENERAL: PROVIDE PRECAST REINFORCED CONCRETE STORM SEWER MANHOLES AS INDICATED, y COMPLYING WITH ASTM C 478. 2. ALL NEW STORM SEWER PIPES AND MANHOLES MUST BE T}IOROUGHLY CLEANED AND PRESSURE It TESTED AS REQUIRED BY THE CITY. ALL TESTS MUST BE VATNESSED AND PASSED BY AN INSPECTOR TOP: PRECAST CONCRETE, OF CONCENTRIC CONE, ECCENTRIC CONE, OR FLAT SLAB TOP TYPE, PRIOR TO PLACING INTO OPERATION. AS INDICATED. 3. ALL CONSTRUC7I0N/11i5TALLATION OF STORM SEWER MAINS SHALL BE DONE IN A SAFE, NEAT, 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 TIMES. ro.` RISER SECTION WITH INTEGRAL FLOOR, AS INDICATED. a logo •tonne arehltealko* &OWMA44f STEPS: DUCTILE—IRON OR ALUMINUM, INTEGRALLY CAST INTO MANHOLE SIDEWALLS. FRAME AND COVER SHALL COMPLY WITH THE CITY OF TIGARD STANDARDS. r•� MI F. CLEANING AND FLUSHING: PRIOR TO FINAL INSPECTION OF IHE STORM SEWER SYSTEM, THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL ACCUMULATED MATERIALS :y SHALL BE REMOVED FROM THE CLOSEST DOWNSTREAM MANHOLE. VELOCITY IN THE PIPE DURING MN , ., +4 .. FLUSHING SHALL BE AT LEAST 2.5 FPS. G. ALL NEW STORM SEWER PIPES AND MANHOLES MUST BE PRESSURE TESTED AS REQUIRED BY THE CITY, ALL TESTS MUST BE WITNESSED AND APPROVED BY AN INSPECTOR PRIOR TO PLACING INTO OPERATION. I r ,Ay v hFr 5855 SW Elmhurst SIT 98-0030 p5r? 3n11 a �. , IF THIS NOTICE APPEARS CLEARER THAN THE OCT 6 19% 1110CUMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 111li11l�i{ �l�0111111 ili{ili1iiii1 i 1illIill1iii illlll11lll{i (jgTp 1111 111Iill]IJill 1;1i1i pills i tilillill ilii1l1ppi il�lnn nnhni unlli��nuhm m1hn�nnhn nt16u1 InIl111111l1inn In111m ualnlll!minle In11n11 01"1 111l11TI Ilil�!1111n11rnl 11u111n IrT nr1 unlull.+t1111n IIF}�N 111 gIlI11I► 11fI11H IHi I .� ffff 211'Y„i.,v• ••.r;'m,#•,•'wrnf•!T!'*rla• !RnT�I^..+sq[gl• "•laR.•.�R.lndf'aT11IT,R ems`.. 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PROTECT ALL Ex!sTlNc OWL" FG=271.2* R/W R/W TREES NATNIN LANUSCAPEO r 270 -268 269 --- ` Fi;-270 Ot MATCH EXIST. AREAS. �.� QT-�- 76 �. T> 7S MATCH EXIST. E--1176%.46 CONTROL INLET_AI�""`rt� ?� �TP-�7 .0 \ 2 TOTAL IMPERVIOUS AREA . IE=272.27 -�- OF SOUTH PARKING f + - 14 L.F -12" CSD N-1041049 7I I -273 >5 �, = T LOT - 44,952 S.F. I -26 15 ?ee =0.0100 E--11756.73 -26 .25 r_ I C N11� �s T10-27!.25 _ RIM-268.15 N� INLET #1 I RiM�:2 ,15 N-10218.09 IE-264.46 110 36.70 \ N-10447-21 1p1?si 1-401757.47 a DRY DETENTIO a (1 ( I TOP OF N Ub�`8t 1200 C.F) n 4 BOTTOM OF P= 50 ° \15 0.-5"CSD N � y / 1 POND-26450 -270.30 7 N-1022203 J I I 0 TFA L� POND ! Sn0.0100 � ! { ,. E--11762.43 n 11l TP 278.00 I 1 ""' `" y z I � n I IE=264.50 - � " l0 1 N-1x231.51 o i fE-f64.65 -K T269.85 DRY DETENTION POND 2 (2/0 C.F. 277 zRIA •269.75 OUTFALL TO POND = I - / Y N-1 ?22.03 r E- 11807.1:5 ► TOP OF POND-274.50 '• 5 ' E 264.50 279 N-10238.47 c,W ' E--neoe.es FG- 70.7* OUTLET To POND TP=278.86 ! I �J I 1 270.5 �• a- F - -PVC 268 / MATCH EXIST. IE=273.00 7 ---- tP.277.42 { a`- I N-10436.17 2.8 ado In TP-270.83 R E--11766.30 &.1.. . W , I TP-27250 9 L.F.�" P SD 269 -�-4-.. - - �. 'r<' to S-0 Ott: 9, CB 3 vS, � TP=270.50 270 I TP-273,00 P-"71'UQ U - '� �' 1E=269.90 I TP-279,00 a TP=273.00 = - .. MH 1 1 " �:.. •� RIM=272.90 27 1 IM 27 . 1 2 p (� F- . w 1 J i IN-26?.6Z 4• "_1 N _ L 1f r280 �_'' :» . ,4 Q In Y4 •ii illi �,. '�'' „ �- c +4_y" I - ,/ I vv,-Lb�.42 \ ,,.. �� - O z ` ! 274 - �7e . ; ,. It� 'Z+J 1, TP-170.81! I I N-10214.14 `a 272 273 �-- �_ 273 278 _ ° 277 d E--11860,13 r t` ` ro 2712I x79 / .• 111 4 11 r'{11= _ 2E W 1 } P-2 7.50 �•,r + _, CL I w TP-273.24 I tu.,r �I �,' TP=281.00 Tp-281.30, o 1' V / t ,. 280 tet r F - 74. I TP-273.40 ;�. �' tie.., T ! MATCH XI T. -u-1 i ., I ="x'1.72 ,�^• i v,w MA CH EXIST. EXIST.t.- � ♦) C.QNlF$ r• � � S.,, '•�� ..••..� TP=278.00 f �,ip� 0� TP-282.64 � � ' E 1_0056 71 a4 i' y 214 76 E 10424.77 w TP-283 60 • f,A 1 ' I ..JIJ • TP=28G.tJ5 :-2 w 1 TP-.275.0L� 285.32 f�4 • 1 " I I 1 • // I " ,D3 TP-'23.6 .. I FG=275.84 • �e -M •G, �w, 2.4R '� a r M / + L� + {n ( TP-275.5 '27 '- ♦ 1 �--L;;" ! • '�i, R W 5 E1W=275.4± _ / ' K W' R/W {a,�'�, din 2�, �» e1 282 $ �, 1+30 LT-2 ; _ --- __. ___ NIP - ----' ✓ EXIST. CURB 28 END CONC. w HW 28., 8* _ STREET �. '. � i OF TI:ARD STD. S W N �/ - ° -- _-.------ ' ' / TP= 1.1p SEE PUBLIC WORKS DWGS. a' � Tr F ST_ ciw Tl 0 _., 5+09.65 6 2+ 9.55 ELMHURST 1 owl • -pr-- A- I'1 YL _ . - � , _ FOR CON NUATi N w W vv °..' TC=275.3± 1w -- - - • ---- . --.._�_ • -- ---- - -__-._ . _. -__ . -- f _ I too _ ° _>,.00 TC-285.71 w ' t'• • r•- r• r r -- -- r• -- _-_.--r• r• �- -r•_ - ___ .-_ r.-_-____-___� _� __ r■ \ r• rr � S. W. 68TH AVENUE1 T � JYST RIM- ADy /. f IE�E1tN 2276071.40 l 0+00 It-G. INTERSECTION + 0 ( _ 2+59.14 (FRANKLIN ! V4 W UI ' Z _ � e IOM rNM+w �►oMt�e! 1tMM►4h1, L :a` U N TJW , , 4 GRAPHIC SCALE jaw- 0 16 10 40 ! � IN MT III 6(155 SW Elmhurst 111 SIT 96-0030 1 4 0(13 - I IF THIS NOTICF.APPEARS CLEARER THAN THF OCT � � & n DOCUMFNT,THE OOCUMFNT IS OF MARGINAL QUALITY. MICROFI[:n'I LD flfl�i�l !�I �I� !►i�;►�I i� Efil�����iii� � f���i���rl+lc� ►I;I�i+��f+�� +�r1�11(�tl� 'rl�It4s�i1F�� i�i���i�Y�1�R ! I�l�lii�ttj� Ff{�I�I�i�l�t� ��f�(���i�l� 1�1�1�1�I�I�f�. i►il�n!nnllm nnhnl�I�sllllnl nnln!!un1lln nnl!rl�rinl{!II NII�1111 I!rl�I!tl 1111It}I111111�1111(t11�l11!f!!!If!!1!!!iI!}t!1!!1�!N!Itlli!!!!Ntltl{Nt!11flilln IH1l1►! I,N! iNl'IH (Ilfel ,��m ,; ►rlht nlrhur 1111rr rlrrlr ... r.: '•. •... ... r. _'.. _.:......_ .. .: .. `...LL1LIJYYc.1 ",b •. ... ...i. .::. .,..A' '' .y-.i.{.r. .. . ... - ... - -.... .. .. ... .,..... u,3uuu.i "SYtLA41.' ,[u W4+ ,! ': ,. r.,o' : ": � ..,'- ,::,u......y:.,.. .I a. ._... .- .�'... p. - ..•_' --Q' __:� " - - .•I. '� kiMJ1W1�: :`, utl'::'C ... W w+ ._••it/....i4•. .• a. _.._.._......_ � ._ _Yyi,.-. ..+iiJ1IC� moi..�. Y�.'� - ..'• ', - _•... _ :f, !�S.is .-- ,;z' " t, DARTMOUTH TH PARKING LOT? 2 -S.W 68th AVE., (NORTH PARKING LOT) 6" / J, 4" CONCRETE SIDEWALK _ X► R Q!-���lE MATERI 3( -0 CRUSHED ROCK 4 6" EXP. I AC BACKFILL TO 6.. 1«R M `,�--- -._ I ,Q tI I TOP OF CURB �- Z ..._ 6" EXP. - o C ,,1 \-2' OF �(,"-0 AGGREGATE BASE AC PAVING �^ \-COMPACTED SUBGRADE a 910 it 1 \-EXIST CURB ­4D ! CL L ,)6" CLASS 'C AC SHOWN ON PLAN 1}¢` CLASS 'B" AC \ jf -3" -X'-0 CRUSHED ROCK _---- --- \-AGGREGATE LEVELING + z PIP ASE 6' 1}6'-0 CRUSHED ROCK � COURSE ,� � PIPE LD. + 18' �-,- ' lYQIE:. M:, _Rl AL ' -COMPACTED SUBGRADE 1. CONCRETE SHALL BE 30UC) PSI, SLUMP RANGE 3" 7J 5" COMPACTED J 9" AGGREGATE BASE '• ' 0 .I SUBGRADE CRUSHED Y OF TIt9ARD ,r TYPICAL PAYED �` _ ROCK OR YT 1!!C T�Au NTS " SON RETC 81DI BTANDAR[3 CONCRETE Cl!'Rd SAND n, NTS NTS NTS 4 h, r 3x TOP POND EL- SEE PLANS_ P_bYERRAS UNPA n�A5 �. FI D INLET PAYEIAENT �EGT y 3000 P51 30• �- WATER QUALITY EL IF SEE I BOT EL-SEE PLANS s GRANULAR 6- SHOT ROCK \+L - - BACKFILL r t: �",;• . . . . . / NATIVE ' 1 3-DETENTI ' DETECTABLE WARN ING BACKFILL z 2-DET ST. OND TAPE FOR NOn- a '. � DETECTABLE PIPE 36" MIN. 1I /� & MATERIAL IAT" . PLAN _ 0 F. �H 4Q �--- _ PERF PIPE ►�i j ON PLANS a --- MIRAFI FAPn;L CSP SIZE ON PLANS N I CL I PF"GRAVEL OU't FL-SEE PLANS--- — a - ------� SCR W CAP _ �' -�� W/ 0.75 aORIFICE ~ '.,� '��• - COUPLER IF NF EDED D 3• a. ' J . -0 CRUSHED -- 0C B DDING 4 FI ,p IN CONTROL A OVERFLOW 1 UT 6" HOT RQS K PIPE BASE Nrs 9�TFALL TO DITCH DETI&I NIS ^ NTS /� i y 4: gym. EIPE nlA- DEFT 1y,.�+r ��", 4" 42" PRECAST CONCRETE , S. 46« 2 �. WHEEL STOP ? 12" 50" - TYP PAVM'T , , I,_ ----- i LANDSCAPE AREAS -a* --++ A.C. OR S/W AREAS MANHOLE FRAME M1� 2 r 3000 PSI- ODDDDaDDDDOU -` - f COVER AS SPECIFIED ,�-GRADE RING AS REQUIRED T WATER TIGHT PLUG CONCRETT' DDDOOCOOaDDC 2 N0. 5 HOOPS --FRAME Ac COVER ! �oa000nonnoa ry i N GROUT FRAME 0. S REBAR IN PLACE �* �iaDDaDDaDna -_ ,-B" THICK PRECAST - �� FY 1-,�a ....._. - L - CONC. SLAB .{ E�}. I's ',Y - 6 M TOP RUNG PREFORMED PLASTIC OR T RUBBER RING JOINT METHOD OF INSTALLATION �AS, HALY OR`- HEAVY DUTY 28" 50. -RUNGS AT MATERIAL GROUTED JOINTS PCC THICKNESS oil TRAFFIC GRATE to BOTTOM RISER- 12" O C MAY BE USED FOR STORM 1. } "x30" IRON ROD (REBAR) 24" SQUARE 3000 PSI PER LANDSCAPE �3 RIM- PER PLAN (n 12" MIN. 12« -4 1. DRAINS. TYP. 3 PLACES. DRAWINGS A.C. PAVING -� _ NOTE 1 CONCRETE SLAB w WITH 4- '• X 6" ANCHOR PER PLAN ` or MAX. " AND/OR TYP. 2. EPDXY GROUT IN PLACE. PROJECT BOLTS 3" ABOVE SLAB PIPE O.D. + 1' 01 0 - W/ 2 IRON RODS. " 6 f1 * FOR AWLISTMENTS 6" -0 CURSHED ROCK Z DIA. 3 PLACES / / 45' BEND k i ,• .{, WYE BRANCH " « C w // OR 6 SERVICE STC %. Dri,;IN -� ��2'­ -HINGED w PRECAST OR CAST 4" OR 6"ON IF SIZE SER PLAN \ a BASEL 3000 FSE MIN CONC. ?°� / 4 REQUIRED. .' ---�- - __— ~ / i--•� _1�_,.,_�-"ate` r 4= _ Z a t. BOTTOM PRECAST CONCRETE RING ;HALL BE SET ' INTO EASE ANG LEVELED AS CONCRETE TAKES 7" IE= -� y ITS INITIAL SET. MORTAR JOINT TO ENSURE BOND. / 42" X 24" X 6" r PLUG WITH GASKET < a 4" 3000 PSI 3`-6 IF END OF UNE PER PLAN CONCRETE PAD 2. SET MANHOLE FRAME IN }�" MORTAR. / �� �- _ 3. PRECAST CONCRETE MANHOLE RISERS AND TOPS PIPE DIA• N F � j4" STEEL PLATE, RATMIASTE = SHALL CONFORM TO ASTM Ca 78 SPECIFICATIONS. L19�_QSl.NURY OR EOt�g6 --�-r-w� COATED-LYNCF!, �RATEMASTER ��+\\ 4" No, 200 • •Mb Nrhna • ehffjafl4r• r0•rr•hy OR APPROVED EQUAL � -� 4. ALL STORM MANHOLES SHALL HAVE- RINGS AND g" '�II�Mf1�1�MIttA�MItMfM�,�11Y�1 '' 24" SU. No. 202 CONES SET IN �" MORTAR; JOIt1T< `;HALL BE e" No 20� �III�Ii1M�t1�M1 If�t MORTARED INSIDE AND OUT AND COATED WITH 10" No. 206 � I AN APPROVED CURING COMPOUND. 12' No. 209 �/IINeA� TRAPPED ETCH BASfN 15" OR LARGER No. 209 WITH ,." RISER ._ .. .,._ NTS HA LOMI MANI�OL�ISL NTS EL $TOP DET�IL8 ATA CLEANOUT KMPv TJ----,�,.- NTS NTS tftd 8855 S1N Elmhurst SIT 95-0030 50113 1 y r,. �,:;' _`T_ -- -------•-• _— -----+ems----_---- -,,,,;,,.., ri,_ . — � . . . IF THIS NOTICE APPEARS CLEARER THAN THE r!C B 19y8 OCUMENT,THE.DOCUMENT 13 OR MARGINAL QUALITY. M y C ROFILMED i�l�lll�l�i� Pf P'I'!�i'P�! P�l+I+P�P�P�P I P�l�lll�l�l�( P l�I�,�iil�ill I t�rt�l�lt�P l�I�i�fii�P(P P{I�I�I�I�i�P P P�i�11ii1�1� l�tllll�llllil 1��11�i�i�l� (PlilflPlfif� � ��atw► it►Intt t�ttbl�it llnllttt ntdrttt,tlttftnt tatlnl tttlllll Iu1f111 nnhlll Ilnllul IIIIfn111nu�nn In►�n��mrl�lli Ulan t+nhlu nllllr 1 nlrfrar 11i 1 t 1111 It{FII �) �Nlll h . � Ila 111 • ttr- t EII J. Ettrrs WIC14 - - il � OUTFALL TO I EXIST. DITCH I N-10782 22.00 I E- teot 0+00 �•-� INTERSECTION � -S-W A _ IY S.W. 69TH AVE. • I EXIST. 12' I`� - CONC. CULVERT � 1 ' 69TH AU NUE S. W. 69 STREET - a SHEET NOTES: .... -.. _ ... - -- - - --- - - ---- - --- ---- -- - - - - t - -- - - _ - _ �U 1. PROTECT ALL EXISTING FG-279.2i - ley__ EXIST DRAINAGE MA H XI I !� i STOP SIGN PER CITY OF TIGARD TREES WITHIN LANDSCAPED DITCH I WHEEL CHAIR RAMP DETAIL. AREAS. _-4 ' " e . , y \ CONST. WHEEL CHAIR - 7` AMS R t - 2. TOT AI IMPERVIUJS AREA ' 0PARKING 5 AR LOT NR31,048 S.F. - - -- .- TIC D �7 IV c --- R F.4wQt3tt 1.90 RT. 22' _ - _274.a _ - _ --274-- \ - BEGIN CONC. S/W PER 75 MATCH EXI T. 1�1� _ _ _ Z 276-----}- "-'"ter' �2�9� t\ -EXIST. URB (� CITY OF TIGARD STD. S/W GROUND c _ - ___ 77 ' -"_--- --- � Q �+ ' Q J 1-=-=-J -_j f' -- r"_' c== _ trira r==�T __ ��c.._ • ' ice' P 77. I ITAP RED URB 14:1 t 10' ! 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MA CH EXIST.LIJ I 1 I . �b6�d-`-- TP GR?UND I I ��_ �« X IE ca 0 283 01 27 5 �'7 ��, I � I 1* T TP 281. 5 �' CL ' 0 `' R1 --221 65 I ! I �`" 0 , ► PUBLIC N-11073✓ 44 - I � I I WORKS D TP-284.78 E„_ttoel�t6S I _ TP-2b4.00 1 J w --- >� I -- TP-284 78 - a _ � «28 90 i I N- Tp- 85.32 ONST. W F.•-11897.2 ` \ :>r A I _ I I PR ERTY DEDICATION - AS A.C. I I I UBLIC WORKS OWGS. ( I I ( I II I J r• 1 v, - I I I I I I TP-286.6 I I� I + • I .�e�- I I ? I I 2A8 f fFG- .9:.24 Y ' V _ j 1 .. ' ) .�1� 1 .1--\ .1 t ' ,�tJ 'I f .' •:�»,i�. w. '`• 1. «� I+ .1 .LI 1•' I sr 5+52 LT. 24.5' .r o _.. �. .J. j lye BEGIN CONC. S W W R M _ I EXIST. CURB "► CITY OF TIGARD STD. a � END ONCt�S� "M _ lose." - - - --. - - _•-- - - -- r. - .I- - - -- ------ RObCOY CORNER STREET R � r. - --- -- -- - _ N-10588.84 E -11951.17 C S. W. 68TH AVENUE : l1 5 9. INTERSECTION _._ I I 5+109.65 68TH =2+59.55 (FLMHURST). I � I N W V Zlr r 1906 %femme %rohlt.ctur• company >e■�SII w tllw wrwr�o al W IIRw�lri t1M1111tNR7 N1A Mi 1IR tlr• �w■w� KMN TJW RJG 95069 7/17196 1n FENCE RFVISIONF 0/14/'9 i _------.-fin Tab , GRAPHIC SCALE rMlRIr1N so 0 10 " e0 00 e IN !'L'Lt ) C2*4- I inch - 20 fill. 6855 SW Elmhurst SIT 96-C.aO 6of13 IF THIS NOTICE APPFARS CLFARF.R THAN THE OCT B �9g17 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M ICRO1'11,N 11',1) i�lll�llllll tllllll�lllll i IIII��I�III�I ► I�Ill�l�llllljl !II;II+;ILII I l�1�fh(11111 I Illllljlllli ! Illlill�lllll illlllliiliji I tllllli�ill[111 I IIIIIiiIIIIJ IIIII�I�III�II f11CN MASE ql Q'IIIA 111111111111111111 IIIIIIIII i11111111lI{1I�IIII Iill�llll IIII�IIIIIIIIIIIIII Iilllllil 11111111111111i111,1111111i1111 IIHIIIIIIIlII�1111IIIIIIIIIIIIill�llllllllllllllllllllllll !!I II-I !III!!IIIIIIIIIIillll11111fill 1!1 illllllllll!'llll{I{I 111111!11!Illllllllllll�llllslll!IIIII111111111IIII!t S' .. . ..:�... .. v+•s ..-rtm•w.+^Tnvv'• •.-,.._. •• .. •!r'�c.s.+, ,arw+w.�t „s.w,.*.+.nfwPSRmF�P+'• .. .._ m, 3 __-..- -.. -. .. .n. ..e.... .. _ a-.r - re,m, y.. . ..P.,, ,...,•..rg!n-^ -r+1.1.•.-q.rs.-,F_q^7�7 'TJ ... - .. f r , I I OUTFALL TO EXIST DITCH IE-272.00 0+00 EL-1Z INTERSECTION N-10782.80 S.W. DARTMOUTHam- E--11744.31 S.W. 69TH AVE I EXIST. 12` CONC. CULVERT S. W. 69TH AVENUE STREET Z SHEET NOTES: 0. FG=279.2) - - `^ ,w ---' &&REPLAC EXIST- 1. PROTECT ALL EXISTING g EXIST DRAINAGE - - - - �� STOP SIGN PER CITY OF 7IGARD TREES WITHIN LANDSC xi N MATCH XI WHEEL CHAIR RAMP OFTAIL. AREAS. U171! ' It■ - r. -.�•.._ ,r■ ... ,r. -- ----- .r. ------- --..__ ..- ------ r ----rr+I ------- - -- ct . ---- u• -- -- c�•.-. , AM Tl -CITY r • COS EEL C 11 2. TOTAL IMPERVIOUS AREA 'r*r• ' TIGA�RD STDT-a OF NORTH PARKING �,•',,; - � � .L. LOT 31,048 S.F. � ` �• r. - _- - R/W R/W 1 RT. 22' 3 - BEGIN CONC. S/W PER FG-274. 9 _ �---- CITY OF TIGARU STD. 5/w 274 w k MATCH EXIST. 1'1 277 276 moi^-•279 - EXIST. URB GROUND -_ f " _ 7 _ Tp .=TSI11 .� I •' I ti `FAP REf1 �'I IR? e.1 , ?. �� � 5 TP- 0.00 I I 110 TAPE CU B 4: - `tom• ,1 r DRY 0 NTION POND N3 ^ �o ON OL 'NLEI- ---- �aj� CBI - I TP-2 0.91 i •a�7 L„ ! (1059 C.FF ) - 7 .48 - L. TOP OF POND-276.00 I 27 r - IL ;273.9.1 �' 0 EXIST GRAVEL ROAD BOTTOM OF POND-2173.00 27 l y E- tt79o.s2 I TP-27�, 50 TP- 77. 4 C/ _ � I � n�M=2/6.40 8 ; N-t 7 27 --� N=10783.56 I •x... r -Tr 6_29 i �`�• WHEEL STOP s 1t�=36V\ i i E--tt606.26 SF♦r DTL. V .F.-B"PVG SD { I F _ -p 5=0.0120 � TP=279.14 S-0.0120 a TP OUTLET TO POND j 1 LL„) IE=273.50 N-10769.26 I �� _ ?t E--11839.45 G. % -•�,/•. o OUTLET 70 PON ! _ ''-ze1 4? REMOVE & REPLACE FG- 81.58 I N 10754 49 FG-281.00 n� neo j „ EXIST. ARKIN SI N. r I E--11839.26 � / TP-284.94 i MATCH ExlS � �•� , �. � •,r , �"- TP 283 49 GROUND 1.• - R (!) 2 ,, r -s - " " �Q- - 85.7' .•� Rg L1. , . _ -_ -tet IE=275.59 `r .� \\ TF=278.69 s�_ I 1+27. 7 RT. 22' Q •i�• Li.1 r. .b _39 L4--6'_PVCC SO / �e RIM-278.59 �� 2�1� \ ENO CONC. S W c 30 N-10791.89 j = 8012 ;�. c S-0.1 5 E--11839.58 F - 1'\.� ��..r ... L -- 29 L.F.-6 SD j�01. MATCH EXIST. " - - - G?OUND 9� d � { •� '• �ii`i�'- 1P- 8 .01 L.LJ j �� 5 � �� J 4 Tp; �. �• �. TP�281.. 5 c w VAN /- RIOJ=281 N-11073&A4 PUBLIC TP=284.78 E--t1ct878S m 7P-284.00 r �ry wc�R.s,� - AP- Cl1 B t ' v;z I �1p-284.78 s g a „ 5% -284.90 N-1 i r • v1 CONST. S W �' E--11897.25 v TP-285.32 A SAM A ►+!� ?85 pp 3 �♦ RP OPERTY DEDICATION AS A.0 r` = � PUBLIC WOR✓,S DWGS. {I a nr� A Lo M G=292.24 NIP 26b W 1 4..' y' -T- 5+ - ---• - _ p� 5+52 L• 24.5' Imo. 1 0 _--- - - EXIST. CURB a BEGIN CGNC. S W PER r a .. - �8t 14.94 LT. 24_5' y CITY OF TIGARD STD. N i' END CONIC s/w �� • _-H00 - M / g STREET � _ C � r. -- -- --- -- --• • - -- - -- r - r■-- --iW - r a r•- �'•- N-10566.84 - ----_-_.-_ - - „ W• 6 TH AVENUE E--11951 17 I - 5+09.65 �1 INTERSECTION 5+09.65 (68TH)=2+59.55 (E:_MI+URS') I I i � N LJ (� . /�00 •It Ant ■rtfiltNlwp ■■ 'C•Fw z 1II�NAl1�r A M�l1�!I TIMI► ul AIN rslrluMIIi177 r _ bM I • GRAPHIC SCALE KMN TJ _ RJG m 40 _ p. ( IN !'FLIT ) 1 molt - 20 ft -- I L "j43 I r t 6855 SW Flmhurol 717 96 0010 - - r _-_.- -------- - - - 7 0l 11 -__- - - -- - IF THIS NOW F.APPFARS CLEARER THAN THF. OCT 6 1998 Doul IMENT,TIIF.DOCUMENT IS OF MARGINAL QUALITY. M ICR01�1I_.NI I',1) ! INCH MAOI IN CAMP► -�-- IlilnnUnllml nnl,Ill!Iinlin�!Ilnhni�lnilnn iI!linl nnIIIII Iul{nn!IIIIhIn nnlnll!Inl!mlmlllnll InIInII��Inlnn�nlllllnlnn{nn!nulnn�Illllnhlllllhnl I,nlnn nnhl,I III�bI,I ulil�lll nnlnll nnh►II ImImIII lnhlIII l Imllln�In,h11�It, r NOTE: a 1. INSTALLATION SHALL FOLLOW THE /--MAI BE USED SHORT TERM MANU;ACTURERS RECOMMENDATIONS. ATTACH FILTER FABRICW/ UTILITY WORK AND W/ 2. FILTER FABRIC - USE MIN. 36" WIDE ROLLS 70 STAKES - 2"x 2" WOOD POST PHASING OF DEvtiLOPMENT— -~�- - OR STEEL FENCE POST FABRIC _ — «-'� REINFORCING NETTING '- � SERMI - !� BACKFILL zI z rAEND ujr AS REQUIRED ..1- `1REN CH _� a �. EXISTING GROUND x 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE �1 INSTALL BIOFILTER BAGS TO PROTECT EXISTING CATCH BASIN DURING CONSTRUCTION. _ .... _ _ � ter• ...' .. LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, SEF DETAIL, THIS SHEET. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPOP.T POST, NTH A MINIMUM 6--INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST, OR U CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER DETAIL, THIS SHEET. 6 �IQFILTER BAGS OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON DEI AIL SHEET. —",1 ��i MIN. NTS 2. THE FILTER FhBRIC FENCE S1-.ALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE CONSTRUCT STRAW BALE SEDIMENT BARRIER IN EXISTING DITCH SEE DETAIL, THIS SH T. L� • FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET APART �— 8 MAX. AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. 3. THE FILTER FABRIC SHALL HAVE A MINPJUM VERTICAL BURIAL OF 6-INCHES. ALL EXCAVATED MATERIAL FROM FILTER FA-ARIC FENCE INSTALLATION, SHALL BE EDIT V" BA:,KFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. CROWN CONTROL, PLA TE$ � 4. STANDARD OR HEAVY DUTf FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON SEDIMENT FENCE THE UP-HILL SIDE OF THE SLOPED AREA. 1. APPROVAL OF TRIS EROSION/SEDIMENTATION CONTROL ;ESC) PLAN DOES NOT NTS CON5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL AND SL CATION OFTITUTE AN PROADS, RESTRICPROVAL OF MORS,NC CHANNET ROAD LS, RETENTION RETENTION DRAINAGE DFACIL TIESIGN ES.G., SIZE PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY UTILITIES, ETC.). PROTECTED AND STABILIZED. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, S. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATLY AFTER REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND REPAIRS SHALL BE MADE IMMEDIATELY. VEGETATION/LANDSCAPING IS ESTABLISHED. O OF SWALE o;! OR DITCH // `\ 3. THE BOUNCARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS x SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR 'THE DURATION OF CONSTRUCTION. BALED HAY OR STRAW ;\�°I G PrGG� 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION N / �\�1��p P ,,'; = SQ• NTH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS. OR VIOLATE APPLICABLE WATER STANDARDS. '\ °' -�. •s •o n•a�•- 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE. THE MINIMUM REQUIREMENTS �r •�� '0 '• FOR ANTICIPATED SITE CONDITIONS. DURING 'THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND Q I TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT DAVE THE SITE. ,. NOTES: o s9 ;n oa so on �• � `� ' • EMBED BALES 4" TO 6 2-2"x2"x3" PEGS s s� 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED a. i'— 25'R MIN. AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. J • DRIVE STAKES MIN. 12" I ' EACH BALE INTO GROUND SURFACE. CLEAN PIT OR 7. THE ESC 'ACIUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A (1 2 MINUS GRAVEL, MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. VV � ROV10E FULL WIDTH t , - \f OF INGRESS/EGRESS 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO / SUBGRADE REINFORCEMENT MIN' AREA ACCUMULATE WITHIN A TRAPPED CATCH BASIN. All CATCH BASINS AND GEOTEXTILE, AS REQUIRED DEPTH CON��YANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING ! OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM OVERLAP EDGES SYSTEM. U J • 20• MIN. FOR SINGLE FAMILY 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF PK �3d AND DUPLEX RESIDINTIAL CONSTRUCTION AND MAJNTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL Z MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN STRAW BALE SEDIMENT BARRIER FOR THE DURATION OF THE PROJECT. 0 IN DITCHES OR SWALE8 GRAVEL CONSTRUCTION ENTRANCE CO � � NTS WTS 0a w w 1 cn O a -� INSTALL _ Z � 3 IM N FENC i 3 1 V PER DETAIL, THIS SH T. / ♦ q ui 77 , LZ V �\ • 1 , mp / --- 1rhMNclW• ee�.pen• • . • KMN TJW t�JG GRAPHIC SCALE i— b 0 m b b lea ( IN FEEL' ) 1 Inch 40 tt. r C2*5 6855 SW Elmhurst SIT 98.0030 8of13 17 IF THIS NOTICE.APPEARS CLEARER THAN THF. OCT S 998 DOCUMENT,THE FMICUMENT IS OF MARGINAL QUALITY' N11 WROU'l I.111I�,1) IIIII�!II VIII I 101111!1111 11111 ! !11III1111111I1 11!1111111111 1 I111!11(TIIII I11111!II1II111 1IIIillJillIII Il111llll!j! ! il1IllIll1111j ! il!1!1l1i111I1111111111IN '`� — — — --QTc--�-- — —a— n,lrinpnlll �+uilnnllmhnllnnhnllllnllnn nlllnn nnh111 nnhln Inlluulnnhm nnlnn nnluNunlnn InIIIInInllhnitnllhlll1Illll+l,lrlminll Inlllul Inllun Irnlnrr mrinrr�irrrlTru mlhTn mllml IUIImm�lllllllmninmlll • jk Yj., ',)fi••1 Ai .J• .� Ti/�. • w*!.-ti*!Y � ►....�3'L•� . ".tar �.fif~ w 71 7 y •M r t PIPE ' uvree JOIN r -� S(JE NO rE s now _2• 1• 20� _S• mot - -� A A I ��s--- - EDGE OF STREET .�• 36 rat ° f ROW Y a 3/4•--0' 6AMAOCK � � / FACE OF FILL t�/ a I " �d sit � TAC o ADE i OF am-ALL _._- '..'""' w.." -•. / �. .. cW+ rE w9vl OR Dole" 2 MIN SIDEWALK ADJACENT TO CUR® EXIST. DITCH PER PLAN I.+�,•�` STREET BAFcRtCADE 12'-6' MINUS _ �- rb 1 ,. r •�, •AILD MAY OR STRAW T`�•J RIP-•RAP (SHOT ROCK) I -9'----••1 SIL• "' -�-•` � 'fP -••�-•� 18' ASTM C-14 ; 6 ROAD -- :'LASS 111 SEWER PIPE IN fig I • I- a 2 'I ENO OF CURB 5' SEE NOIE S 1, • r :• Or �/••-o' sAsErenal 1 . t � � DRAINAGE DITCH PR" �/�{"may_ CO.PACIED SU"ADE - NOICS Fl -�rff�"C1 a1 • ICWCD BALES r TO 9•. 2-2•.�'. SIDEWALK AWAY FROM CURB I ACH � ` • DMVC STAKES ON. 12• _ - ,,,�,. - - INTO GROUND luw^CE. .._ Iva I •NCRF TE S11AU. 6E 3000 P.S.I. At TER 26 UATS. 6 SACK MIX. SLUMP "'a.. ' y. - OF 1 -1/2• 10 3'. 1' 1 \ SHOT ROCK �e ROCK PIPE _D CRU I N ..�.�:.T.i Li... 2 P ANIS 10 HE S FEE T LONG. ` , '•�i P'�J-~1 \- XI DITCH BOTTOM BEDDING DETAIL PER CITY OF D D \'1 EXIST. D BO NTS _ GE RAL CIVIL NOT J cxpmjwm VA .1w, s l0 •E riAcvO^RAO S, SLOES of aNc Nor o ExcAaDs. 12'-•6• MINUS ulN,rr vALA.IS w+�EI1CHAul,RAMPS +� Ar srAaNc Nor To E><CEEO •s TETT. STRAW Eoas ES SECTION A-'A RIP-RAP SHOT R 6 - •. F(A SIUEWAj( ADJACENT TO DIE CuNU AND POURED Al rHE SANE TIME AS IIIE •S RA 1► VAL SEDIMENT BARRIER 1. ALL ELEVATIONS ARE BASED ON A FINISHED FLOOR ELEVATION OF ZOTI.CO FEET AS SHOWN i LlIFr6, ME JOINT BET1tEETI Tl-IW 91AL1 BE A TROwa1ED JCXHi Mslli A MM 1/2 RALIIUS IN DITC!-�E r�R S�fA STORM RUNOFF TO DITCH H STQ- M RAIN QUT_FA�„I_ SECTION SA ARCHITECTURAL PLANS FOR THE A ED ON HIGH SCHOOL PHASE 1 DATED E CUR U. S 510EWALK :.HALL HAVE A %mmwU%o TIICKNESS OF 6 woofs r MOUN•ASLi ____-- ._..-._-__---_!�-5. SAID ELEVATIONS WERE ORIGINALLY BASED ON THE N.W. MA. BENCH MARK IN THE CURB !; Curet IS u�D On r SIDEWAU( IS wIEN()M As PORTION OF OMVIII "(; NTS NTS AT THE NORTH CORNER OF THE INTERSECTION OF .W, MAW ST. AND S W. RAILROAD ST. OIIIERNSE 90EwAU( 91AL1 HAVE A MIwow THICKNESS OF • INOW-1 s u+4.4N pLOOKQUTS w a1R95.91Aavl eF. EXTErNOEI] TO 9AGiC OF s+otwAuc INTI" 3' aAA+ErFA 3/4• R 6� -� � BO'! ^ ^ 2. STATIONING IS BASED UPON CENTERLINE UNLESS OTHERWISE NOTED. PLASTIC PIPE At 2X SLOPE CUrIIkAc'TION JOINT TO HE FLA('EU OVER PN"f_ R - R/W ! t _----' 3. EXCO.vATIDIts MUST COMPLY WITH ALL PROVISIONS OF ORS 757.941 TTa 757.571 _ __-__ �.-_._�.__ - %f ST&T INCUJIDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACIUT1ES AT LEAST 46 C.O. T• CONGRE 1 E SIDEWALK -- -- ,6' ,•_� ,• •' ---:'' �-- o ��`01T 7•s' s• ,,. ,2' 3� BUSINESS-DAY Hl1URS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEI-ORE COMMENCING �--- ---�+-- -- -- -- 13 AN EXCAVATION. 1 .tom f` INTI. _ �_ __• Mrs[ W/cmIPLm TP-TC F1 li ?r I I 4. THE LOCATION Of EXISTING UNDERGROUND UTILITIES SHOMN ON THE PLANS IS FOR MAN. ,' ~� w 2 LJrTz - T •• •:' • 16" INFORMATION ONLY AND IS NOT GUARANTEED TO BE Cf1A1PlJETE Olt ACCURATE. s• MIN. '1- ,• ` CONTRACTOR !MALL VERIFY ELEVATIONS OF UNOERCROUW) UTILITIES PRK)R TO srItEET AREAS our of srA(IT ArrEAS (JIOJ 4 Ns 0 p o S•2.0 6 EXP S• 2.it4R S• COMIi:FNCIMIG VATH CUNSTRUC'nON AND SHALL. PROVIDE TFIE ENGINEER 72 HOURS w SAW CUT `- I - -- " • .NIC EZSING SECTI a' 6 6•� 33• 12' ~ 2'94' NOTICE OF ANY DISCREPANCIES WITH THE PLANS. CONTRACTOR SHALL VERIFY PIPE R[SIRFAQNG p OO / `:` :.i: �'VARIrFS SIZE AND TYPE OF MATERIAL AT EACH EXISTING UTk1Tr' CONNECTION PRIOR TO 2. OF 3/•• - 0.- •, • ,\ �f�� �n p . :�`':�"":`'`: : . . ; • . . •;• `� t,_ COMMENCING WITH CONSTRUCTION. • . , -•' 1. MATERIALS - ;�• 'i•�": 'i ":�.'i;w• ;S,• �� 2:1 MAX • . • '•_ . . • /�// V. PERFORATED STEEL �� ;• 'rf .• •��. _ • . / 2' x2' xac' 12cA. cAL _ ��� 0 •• • • / --- POST. S. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND THE COMPLETION OF � ,'• �. .��,. ,,,• •• ;/� THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO CONIk"CING • •, • .• f�j�� O 2 1�• X 2 1/2' x 1e', 12 GA. GALV. PERFORATED 4" CONC. S/W 4 LASS 'C" AC •- CONSTRUCTION. CLASS 6• / 0 STEEL SnFFNER POST. TRAVERSE EXPANSION JOINTS: _Y-3/.4- MINUS CRUSHED ROCK z 16" STD CURB --12"`2 MINUS CRUSHED ROCK GRAVEL S. NOTIFY CITY INSPECTOR LFTHA THOMAS (,yfi39-4171) 24 HOURS BEFORE STARTING � -� . MA(-XFXL • Q_AS= A ; 2 t 4' x 2 t 4' x 36•, 12 GA. GALV. PERFORATED .-COMPACTED SUBGRADE SHOULDER WORK; ALSO, A PRECGNSTRUCTION MEETING WITH DEVELOPER, HIS ENGINEER AND �- U _ _ / / 1. TO BE PROMDEU AT EACH POINT OF STEEL ANCHOR. TANCENCI'_OF THE CURB 1r AT OTHERCONTRACTOR AND CITY REPRESENTATIVE IS REQUIRED. • �`;, 3 0 GROUND 3/5- X 3 1/2•, GALVANIZED HEX HEAD SOLT MATH LOCATIONS AS REQUIRED F 0 T THE S.W. ELM H U R S T & S•W• FRANKLIN . . . . �/ / SPACING TO A MAXIMUM OF 20 f7. Lax MASHER, OR s/ta• CORNER BOLT. Q 7. ALL CONSTRUCTION AND MATEPIALS SHALL CONFORM TO THESE PLANS AND THE • • /'//� 0 3- 2. MATERIAL TO BE PRE-MOLDED NON- 223 STREET SECTION APPLICABLE REQUIREMENTS OF THE CITY OF T,GI�RD PUBLIC IMPROVEMENT DESIGN ru 3/N• ._ 0•' •• / Ie• - O :•;.6 x 3'. GALVANIZED CARRIAGE MATH FIAT AND EXTRUDED Mo.iLMAL went A MWrMUM STANDARDS, MAY 28, 1994 EDITION. ' Q. GRANULAR BA0(r1LL RI& NOCK wAaiER, 2 BOLTS PER RAIL PER POST. 11 1 11 THICKNESS 01' 1/2'. NTS Y.r • •: • ',' /� 0 2• x 8' CROSSR/VLS--PAINTEU WITH REFLECTORIZED 8. SAWCUT STRAIGHT MATCHUNLS TO CREATE A BUTT \"NT BETWEEN THE EXISTING a" ' ` , TRAVERSE CON IRA , , ON JOINTS: S.W. FRANKLIN STA 0+30 To 1+30 PAVEMENT AND NEW FAVEMENT. � L�..1 • .• /�,� LEW ' o RID Arru wtiuTE PAINT. T (�T' S.W. FRANKLIN STA 0+30 TO 1+29 ! y N b \`. :• [�' �_..__ 2. SEE MANUAL ON Uraomw TRAFFIC CONTROL DEVIM 1. SPACING TO 8F NOT MORE THAN 10 FT. ('n -1 o Fort sTREIn AND HIOIwArs AND THE OREGON P. USE 3,000 PSI O 28 DAYS PORTLAND CEMENT CONCRETE FOR ALL SIDEWALKS, CURBS. o~ SUPPLEMENT. 2. DEPTH OF THE JOINT SHALL BE AT R/W 60' STREET R/hr AND DRIVEWAYS. MINIMUM SIDEWALK THICKNESS SHALL BE 4-INCHES. f 1 � ,/"'1 ° D U 3F-1 BARRICAL`E5 LEAST ONE FOURTH OF THE CW)SS- - -- - V V �_ T 6C'-e HARRICArA UIES. SECTIONAL AREA. 10. CONCRETE SEWER PIPs_ SHALL CONFORM TO ASTM C-14 CLASS III. _j 6C-9 DAPRICkIA APF p�� CONCRETE BREAKING STRENGTH: 17' 7• S' 11, TRAFFIC CONTROL SWILL BE PROVIDED FOR BY CONTRACTOR, AT ALL TIMES. • ■ ■ �� -- 3. ALL MATtRALS AJIU wOR1(11ANSHIP SHAM BE W S' 7 17' ___ IIPE BASE O ACCONOANL'E YAM TIIE CURRFINT STATE OF OREGON I. TO HE 3000 P.S.I. AFTER 26 DAYS CONTRACTOR N APPROVAL E A TRAFFIC CONTROL PLAN SHALL BE PROVIDED TO THE CITY i 7 SPECIFICATIONS FOR HIGHWAY CLNSTRUGTICN I TP-TC EL _ FOR REVIEW AND APP'.40VAL. B/_CKFILL IN STRM AREAS STANDAR U SPECT C.O. T 9ARRICADE 6 SICK SUPPORT 12. EROSION AND DRAINAGE CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR AT 1. r SM rs AGAINST CURB, FILL 4. DNRAICADE FOR SCEWALK 15 SMLAR_ C.Q. T. STANDARD CURB ,. 6•EXP I S-2� SLOPE ALL TIMES. Roar m 6A« S/W. RIPE BEDDING AND API`s S••2.Oz S• 2.94% S- 2.942 VARIES Z S rs NOT AGAINST CURB. )3ACKF1 DETAI S C.O. T. STREET BARRICADE N1 MAX J - , 2:, MAX ABBREVATION S LL Roca r BACK FROM curie. P /P EXIST. OR -' •.°' ; `: F1JTURE-5f!`V 4' CONC. S/W ••' • • • • 6• CROSSWALK STRIPING R ,•� •' �•• ,••'• 4" CONC. S/W PER PLAN Vit' •C �< .: -.. ��.,••..••..••..••..•e.••o S' MIN. -- - - i �;cr� :Y 16' STD. CURB --r-- y� �� `� �� NJ)J" A.C. ASPHALTIC C014CRETE PAVEMENT MIN. MINIMUM JF �/ �, 16' STD. CURB QVC BEGIN VERTICAL CURVE NTS NOT TO SCALE 6' MAX. • /� * _ �+ �_ - 4"-CLASS "C" A.C. VI CENTERLINE O.D. OUTSIDE DIAMETER r 'ti �� �' ' •` --3"-3/4" MINUS CRUSHED ROCK C.J. CONTRACTION JOINT R PROPERTY UNE - � 12--2' MINUS'CRUSHED RC^,!< C O.T. CITY OF TAL PIPE PUNT PAVMENT � VERTICAL INTERSECTION ' t \ 6'-0' 24 -0' 6'-0' COMPACTED .>JBGRADE CIN CONCRETT SEWER PIPE REQ'D REQUIRED STOP SIGN LOCATION FUTURES DET. DETAIL R.P. RADIUS POINT (INSTALL 4- PVC SLEEVE -� -_-_ PER PLAN 0p DRIVEWAY R/W RIGHT-OF-WAY UNTIL PERMANENT SIGN X41 , SEE NOTE #4 R/W E.J. EXSPANSION JOINT S/W SIDEWALK LINSTALLATION, ,' O R��. S.W. ELMHURST FULL STREET SECTION EL ELEVATION STD STANDARD y EVC END VERTICAL CURVE TC TOP OF CURB C J� Q NTS FG EXIST. FINISH GRADE VI TOP Of PAYMENT C �� 5 MIN STA 1+30 TO 2+30 W WATERLINEC VERTICAL SLOPE > 2x IE- �ro`�(,,`� 9 MF,X •: INVERT ELEVATION PC/PT a - 7.55.5' LEGEND,EGEND e R/W 60' STREET _ R/W }�`yL .l��J ` CONCRETE b. • GRAVEL %rS l PLAN VIEW v1 � 7.5' 5' 17' --- 17' S' 7.S :::•.:::: 6" THICK 3 B' '� I NEW A.C. EXIST. A.C. I RIP-RAP r - -3 6• 4'_.__- 16- -- 2-r TP-TC EL REMOVE & REPLACE A.+= (4' FOR 8' SIDEWALK) NEW SIDEWALK 6"EXP I zz --- -- --- - F-LI;SH SLOPE -1 VARIE�- _ HIN .I .WAY S•2.Ox S•Z•O sl_Q�s ----- S 2.9471 S• 2.94X ••--' ln�1m�1IlCG SECTION A-A SLOPE 2% MAX. 2:1 M� �----- "" tip"'' IV Z:1 MAX 4" P.C. CONCRETE °o v�oo' moo° )�T�:_ HyN Va '•...•... .. •�..••;.••..•� :•• :•� _ - __. -- -- �o�p�a 00 t. CONCRETE STRENGTH SHALT. BE 30T>d P.S.I. AFTER 28 DAYS. 4" CONC. S/W `',�� { `. '`�f:, N^yT»i EXIST. CUlts S/W REVISION DATE DESCRIPT1aN Or 2' 3/4"-0' AGC. 13ASEROCK 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM }6' % SAWCUT RADIUS ALONG BACK OF CURB. 16' STD. CURB 4"-CLASS "C" AC LANDMARK FORD INC. 12000 S.W. "IN AVE. TIQAM, OR 97223 (W3) 634--1131 --3"-3/4" MINUS CRUSHED ROCK s IN►we el«\�• «.+ou•»ete►• •s•ursrt► SECTION A-A �Ea Nlre�o Joe No. � &K F1 AWQM 1t Ml. E *JRST ST:3. EXPANSION JOINTS SMALL BE }�" PREMOLDED ASPHALT IMPREGNATED ----??"-2" MINUS CRUSHED ROCK S1iNOTTS: MATERIAL OR EOUAL, EXTENDING FROM SUB GRADE TO FINISH GRADE. -COMPACTED SUBGRADE �\w�`GDESIGNED er:___-NIE C rw9w9sI9t9MIIr9wia��fw• MET 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRES`4VT STRENGTH OF 3000 P S.I. IN 26 DAYS. ORAVMI Il Y: _._eNE COVER SHEET �•��-'�~ 4. FOR CONTRACTION AND EXPANSION JOINT SPACING, SEE STANDARD ^- 2. JOINTS SiiALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES. CURE DETAIL. S.W. FRANKLIN 1 STREET S TI N CHECKED By:_._�� & DETAILS (1REGOM -" �! COMMERCIAL DRIVEWAY NTS ' " ` °"A�"G 3. SURFiACE SHALL- HAVE A MEDIUM BROOM FINISH. �`O DATE: __-.- SCALE: [SITS SFIEET-1--01`-.•�- NSG 011111111111i sw Will KMN TJW RJG X11 C.O. T. STANDARD CORNER NTS STA 1+29 To 1+54 4RT ►. 0 - iX►.I�i a/wn �Ca1auN �n�inNMrra 95069 X.Ntr•s•A.ne\ !� Al•O QIP 5/13 WHEELCHAIR RAMP - �"'`"' ""'" - �»�� Wit ,cuw G4-30-`6 ohm SIM `1110 'A��•FJ' FOR INFORMATION ONLY C2s6' E'TT1. I �1 IF THIS NOTICE APPEARS(I FARER THAN THE OCT 6 1998 DO('UMF.NT,THE DOCUMENT IS OF MARGINAL QUALITY, NUCR01F101 LU IIIIlIIIIIll I ll1I1I111I111 X11111 ��I�li � I���I�I�I Illll�i�lll�l l IIIIfjI�T�l�l I IIIIill�lll(! 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TY-271.6FENCE RING CONS ON3. __ - _t -- -- - _ -R/W .- I \ \ s •z L7 SCAPE AREA h 'I" �� . ,E• .Crtf ht LAND Arpf AREA �•.•-+ •• `� 1., • 7 • • - • ,• •• •rr+ , ,\ OOft i:� ...� �\ .. 1-;• a` 1S ' �� .--- '_ , v •A -- r .0 lz • . • —_ xdl Vsl • :I:w 'T. '�LiG� ? r... - -It - / VREMOVE _ T. � i 4 T. T - - - � p= "� L�, / EXIST. D/W. .� la8 WP C- - �s •.r ^ 1129 T 1 __ ~_ r' r r l- J w 1 • r CU[VEfti ,� --1yNt3�ChCA t 1 REI/OVE [1US1'. iP�.ET. EXIS T. 1e• C.M.P. CULVERT • INV 1./ �' YL' .;:;;: `�°� LT.• TL1T ° '•L TP-271.01 -- - - C01"�NECT TO�fX1ST. Ot10 t• 2.87.41:.:'.: -r 22A' AENQ CONC. CURB Ic S T �� �� ' 6• TIM' �SAwC�T LINE 18 C5P�M1/ CONC. COLLAR. j 3 PLACE 4 »0 RAVEL •:. �. _ TC-268.21 I •n •• :�.� .� GRAvEI. ROAD ' coW ••.Q '�:: BEGIN SD. CONST. OVITALL c / f.V>~ 1 St T. 1 n �5 b� IN �1 �C, :•: IEwZ6'T.O 7,� LF'�16' ASTM C-14 �o� �. 1+29 _ y. U~Gi`i PI + �ri 2+Sfi.14to _I 16g 0 _ ':: -�67.9t.. '• ''r'• _o 4 _ _�-- - CLASS 111 CSP. - ��� 1+�- --M�AT�CH EXIST. A C. I ryf _ r A1AT EXIST. A.C. 2 /yyv� - - - - Tp. et- I l�f' SW 6 TH AVE h :.�.. .�.:.:...::.: 1+39 R T. 17' � \ e � ►-' ` • � ,b,' . SW FRAN LIN ST. •J S. ....:.� \ r� � . '' ��" I N S.W. FRANKLIN ST. — V/ I ►.c Y OFS.W. 68TH AVE. MA•T'CH .EXIST. A C. a RT 1 •`:•'s:• _ may EDGE OF NEW A.C. r o '. TP�270.Tt - _ �rvW -` -- - - - -- - - i:a + S.W. FRANKLIN ST.SA w 1 _ rr W y 7 tJ� ,. NNW .:. . .. . .. .. .:.:.. .. .:...,... .. .. .. .. .:::: .• :t�II T:..:�: :..: `1 Z' 1M� } ��----- 12' w 12' w- 120 w ::.:. .:. :jr•i,�' RAVIL c�c 0� BEGIN 3:1 TAPER• _ ° 4 a TP-269.27- aa� y -so _ _ - �- sr dd 3^d co ♦9Z I ^ EXIST' EDGE OF GRAVEL '_°- ry a LIGHT u I EXIST STREETU r 46 id 03 �i Y �[ fll >9L •1•p iS. yN K o V I I Q waw NOTE: SEE SITE PLANS FOR NEW S/W ON PLAN S.W. 6aTH AVE AND S.W. DARTMOUTH ST. 1•.10' �j � L.J 0. � W 0+00 0+50 1+00 1+50 2+00 1+50 5 �p 2 74 -- -- --- -- - -- -_ --- — _ --- -- _ --- -- --- -- --- -- -_-- ---- --- --- - -- - - - - - :_` --- 274 c) Z CL taw a- .� tai � _ _._ _ - - f 273 273 ---►---- `- ""•_ 272 _`-�-:._ _-._. __.. _..- _..._. ._._ ._. ._.$._.� __ _..._. ._... .._. ._.. ---•t- - - - - - �- 27Z =7s u 16 271 - +I _' _ :- `y_ -- - -- -- K-` = _ _� --• --- --- --- --- ---- --- ---- -- -- --- - -- --- - - -- -- -- - ---- --- -- -- -- --- --- -- --- -- -- - --- 171 270 •�b 270 - - _ c - ---s - _- — _ -- - - - -- - 269 is 269 - +--✓ - --_ 1D ------ - - __ -per-_- _ - - - E ! s-P 266 268 - - - -� j 'I-_ - - - - --- --- --- ---- --- -- - --- - -- -- - -- - __- -- - -- --- --- -- --- - - - - - - -- - -_ — _ — - — 261► - 44 --- S1�Ep ►AQFF Rev+alc>K DATE oEsam•TaN By NF a I.ANDi FORD PW_ 12000 S.W an+ wIDON. 74APID. OR 0723 (503) SX-•11a1 - ---- 268 Joe Na fl'SO69 S.W. FRAM" ST. u�■Iww�■II+�II�MiI■Iw11/�r�i■I� — •7 — - : . .- - - -- + .._ _.. ._..._ ..- -•- -- -•- .._. _.._. ._.- --.. .._.. --- -- -.._- --- .-. __.. - -- - ��-- -•- ---_ .-_ _ ._. .-. .. - - _-- oEsucx+iED wr A11E $�T �IMl�www Mrllw��lM�� - -- ------ ---- - ---- ----- __ __ -- -- -- - - -- - - — — — _ _ T _ -- — — — -� OREGOl1�, DRAWN e: e� S•W. FRANKLIN STREET w�.ww►wwwR011l w� ---_ - - - -- — - - -- -- - -- -- -- - _ -- -- _ �o PLAN & PROFILE -- �_ --- — -- -- _ - - __ -— _ _ — __ - - e► -- �r&4#T L �� p+EcxED er SLC _ - -- --- - tis nifutt � DATE SCALE: t"-l0' s►�EET._2-c>F_�_- DRAWN G KMN TJW R fi -- -+- -- -- -- - -- --- -- --- —--I---- _ -- _- --- - --- ---- -_--- _- - --- _- _ ,3 - jei ---- --- -- --- -- — -- '- - _- -- ---- --- - - _.. —. NUMefR 95069 5� -- - --- -- _ ® art.FaF+�-�R r i f tii..�of wrap z IF•.d�� A•In1 ••••- M,M,•••e —.—.. �s`h`E�G►NF�ss` 4111111d OL FOR INFORMATION ONLYQilEG011 ! C2 .7 IF THIS NOTICE APPEARS ULF.ARER THAN THE OCT 6 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !III!�!i!III� !i!I!III!III! ! !IIIIIII!I!I! !III!IIII�I�I I�I�Ilijllill i�f'��Il�l�! II!I!,!III!�I I�I�I�IIIIIII I I�!�I�III�!il ! I�Illl��i�i�lli I �;�IIIIIIIII i!1!I�I�l�lll w INCN MA"01 CHINA ill lu111111 luuliinlnln1n1Ihn�I�I�III!Ill11 n nnlmt nnlun ntlllnl nnhnl nlllnuhnllnn nnhnl unlnmm�lnu nnlnn nnlunhnllnn!unlnmm�hul nuhm Intitattllnhr,Imnilr,I nIlr;Illnlllln nnhm uulnn tnthm nnlnutrl • - r VOW t - r� : la � +40 T. 4" FCRI r II U ` A n I i � O � • � ��$ N C1 • 7C-28&0*SEr ST \\ x d � I pi I Q II .L? ,� iez + ,TP T.-30' 1+99 T. NROPERTY > A TOJ / TUE - ft 4. - , 2 5.3 LS�.$IA'h �' OU1bkG CONS ON. c' INSTALL ITIR E1 BARRICADE---'� ` ' ' � ;� � $ _ ^ \, r� °1C• � n..ub� ;5 + +_8 r DRAIN DITCH PER . . '• , e.; •• • • i G �'6� . . `.►_ * •M , `L�I� � � CUNS1 IMiEE I N 5. ` �' l.tp• 15' ;w. ,nti >o • •'• ° 7 CHAIR RAID L "• ,74.22 _� >w OVERHEAQ PQ• TQ DITCH Q rlwn'� - :q. ;: : + T. i7• Ec �-� BE REMOVED DURING - r . .0. ,� • i CONSTRUCTION T TR LAN SC E AREA SIU FIENCE DURING UC ON �'.....: ► t .. 3' CRAWL,SHO 1LDER - ..-.----- - K � 0 I �: kr vov . . .. ... +a T. r -2ee.1 1 .s: l' .... :.:...: .. ...:.:.. .:...:.:.. .; .;.;.;.;. .;.; ;:.; .;.; .;.;.; .;.;.. 11 �� ''�'' 1 •70 �O _ / r SAWCUT UNE tT* :• • ,N, ZD�iG�* CUR® 1 T / ` ., vi i ( ., J .......... E)QS I. K C. .. L dd TRUCn0+00 INTER TIUN +�a AIA CH GRAVE TO A.C. ' "-'- 1 T. 12' EDGE Cf,vr- ii _� H +43� S�.. TP 2714 -- - 1-- a �.4 T. 17' OFS.W. 69 AVE. 1 - "280.40 c�+ , n d 1 I►( CI AI ( AIA CH N A. Itc S.W. ELMHURST ST. �t;' �.ry \ \ TP2191S.2t \ ;„• ( X00 ( 4+00 b ` EXIST. EDGE •QF GRAVEL - IQ REDO xIST.\� n�\�` \ . ON 10 P 3 S: � - r, ,W. ELM14URST ST. s +1 GI,v TION ^� ,W le GRAVEL ROAD •` �� -_ _ _ ___,.+� IN R TI PLACE - L cv ,�:,': Nv \,\, ,. -- - --- - -- — — — - _ �RCIAL \ ADJU �' ' 0 2+43 SIM. HURST ST. r. _ /� ry U +� W Ar REPLACE A.G. •\ TPS 274.921 r Y►' ^ BEGIN CURS �l S `\ \`\ c+ �• �+ / 1+69 R �� „;r'' +15 RT. 7• '�• \ ' / i _ . Tp X82 - '_ ,RSA EXIST s �'• 1.f ,' TC-275.73 �� - C 5. + TC 284.03•r _ I2+30, T. 22 _ ., ,•rt . fi�•r: .:. ~.'.�•�:..:,.:�-+.•• • � .r 1+30 RT. 3' ,•• .MA A a A. LAf10SCAPE AREA i - _c A, .._ _ • • � �. •:•: / tk / ;(y �• • +r + r . v rtc I�S) a ; .� fO�F+' f� I 1 RAIN TO DIT T = f-- .• .. r •1 -r-.-- � J% Al AM � ry: ��Rt/EGRADF DIT A REQ D �.c� •.. . d l STMs' �.t fJ b•1 :� • ' „ • • . ° _ 'C ' MAINTAIN STRA BABE SEDIME C • T + I N 'J IN U ! ,'2,� T , r� n - y G 1+ TLA 1 RT. p 5 �+°°' TP-284.32 PROPERTY 2+40 RT. 42• PCR i e: 1 .,CC 1 L • 0ATCA ck: i. % i 7 � q \ M r,l ''t• Coo',t85.7t 1R E T 13 AR'?I''A \ �-rlJ " - `'. C 2 •' M = CURVE NUMBER C1 C2 NOTE: SEE SITE PIANS FOR NEW S/MI ON PCR STATION (ELMHURST) 2+15 LT. 1r 2+15 RT. 1r S.W. 68TH AVE. AND S.W. DART1d0UTI1 St. PCR STATION (68TH AVE) 2+40 LT. 42• 2+40 RT. 420 PLAN RADI U s 25.00• 25.00• 1• 10' Q. *�r LENGTH 39.25 39.25 DELTA ANGLE 90100'00' 90'00'00' }4G ELEVATION — TC-287.15 TC-288.05 }¢A ELEVATION TC-TP-286.92 TC-TP-285.54 W )(0 ELEVATION TC-287.52 TC-288.07 0+00 0+50 1+00 1+50 2+00 2+50 � 0 288 2W — 267 287 —____�� =- �� -��— --__�-__- --__ -_--- -�- _ = � •--� __ — _ ._ - ==-�-- — - -- - • --- --- r — Zea 288 _ ._ -__ - - -+ - _ ._ - _ _ _ —_ - - -- --- --- --- --- -- --- - - --- --- - --- -- - -- --- ---- ---- - - - --- --- -- 283 _ `_ ..» '_V �-:.�- :� •� -- ---_ :._: ._-' - .._` - -- _ _�-- - .- "' - -- - __ --�_- - - --- - - _ - - -- 284 284 _ - ------ --- --- ----=---- - __—. _ __ _ _ 283 _._ _._ ._ .__!.-._ . _.__ - -- -- --- - ._._. _ -_ - _... -- 283_-- tied ---_--. - ---- -- - -�-•- - _ _ - --- -- --- - ---- ---a-- -_ - 282 b 282 281 .'25:00 _ - -_- - ._ - - -- --- -- - - - --- -- - - - -- - - - --- - - --- - -- Zet - C r leo _ W 280 -• ��r. =fi �' _- - - - - _ '_ -` -- - - _ __. _L.___ _ .... _ _ -- -r -- - _ __ _ - __ -__ - - ---- -_ __ ..__ ___ --- ---_---- —_ _ _ -_ _ r -_ _ -_ --- -_ /►-� Z�. 2--- _ -- _" _ - ____ 278 •a_ l 279 -- -- ---�- _. - -v _- = _ - - - --� _ __ •'"' wow 278 78 _ _ a 77 277 } C3 278 2 76 - -17 =z �'- - - _ -- - �_ -. - - - ---+--- - - _ = .�i0 pill REVISM DATE --- DESCalPna+ eY S • - -- - - -- -- - _ titOFfs 274 LAWWARK FORA MIC 1.2000 &W 63TH AVE TIGMO. OR 97243 (303) 630-4131 - — — _ — -- _- _._ _ y _ _ - - _ _ -- - - - -- - -- — S.W. RANKL�I _- _..._ _ _._ - - _ - - -- _ _ _ - -- -- --r --- --- - - -- - - .,,. 4 F9 �..---�..: :_ _:_ -�__ :.v:_ --_ -._. _.. __ - - - -- --- -- --. - _ "� -__ ____ - - _ --- --- --• -- ---- - - DESIGNED !T•�.-.�1E 1�9>I�rr1A1�Mi1� S.W. ELMHURST STREET ---- - -- - ------�---- ----- -- -� --- ---- ---- -__ _---_ _----- ----- - --- -- �>' I, `fie DRAW 9Y: . ARIE I��I�O�e1�0/�wlwawlls fjl�'41T L CHECXED MY PLAN & PROFILE -- •- _ �� 1>✓„.n 1 DATE:-_ JL ,GALE:_-, 1�-_ 3HEfT�_a_�_ a+ArIc NuweE>< KMN TJW Rfi �iw w••wts.i ra.• o�seFar —- w mp-ma ft.w n.-me r.� •rd•• •.r•wr. _ ---- - 9� oft FOR INFORMATION wis C2w8 VV Elmhurst �N�1 w7�I i t n5 noN t n1 17 IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 6 1998 b0('IIMFNT.THF.DOCUMENT IS OF MARGINAL QUALITY. ill Nil i l�l�l�l�!�I�I�I I�I�I�i�l�l�1 1111111I1?���� � I�Il IJill 1l � 11111111111! I IlI�I�i�i�i{f � !Jill IIIA 11 1 111111111111 I�I�I�III�I�iE is INCH I MADC IN CHINA -� ��I�IIII�IIII�IIII�IIII�IIII�IIII�III!IIIII�IIIIIIIII�N!!IIII�IIII IIII�lI!I I'i! !!II�!i!!�lIIIIIIII�IIII�II!I�INI I!!!�IIII�IHI�III�IIIII�IIIII!Ill�lillillllill11111!I�IIII{!!11!1111{I!II�IIII Illl�llii IIII�IIIIIIIII�I!!i!III�IIII III!�IIS3 it 11 a 13 IlluIII m!M ill i'I'milIII till 111111111111�!11111!! s .r r p 'fir' � .. t• ;r 69TH AVENUE 70 Repens Oregon Crap• 3' 0.C. 17 Repent Oregon Crape 3' O.C. 12 Esiating /°ir rxistvw Willow 2 ssjitinW oaf CL � V 6 j'sistirto Fir 2 E.sisttng Willow Bark Mulch LJ III - - — — � • l�J TEN,.nN • — p 1` b_B_#2 ME OrtgSt2lRe 3' O.C' ` E--- _� -- fr%sttn_Ash U J 4 Existing f tis U J Extseittg Dec,t E_istlaz fir — _ _- _ EXP-7ING VEGETATION TO REMAIN IN T'f1S AREA. REMOVE DEAD UNDERCROWTH AND pROKEN BRANCHE Z 1TYPICAL THROUGHOUT PROJECT. 2" MIN BARK MUL Bark Mulch _ Entttng Fir - -� z -- J _ - — I •— 1 Existing Maple W EX1STlNC VEGETATION TO REMAIN THIS AREA. • 100 �� REMOVE DEAD UNDERSTORY AND BROKEN BRANCH _ --` 9 Existing Alder ' _lxisting Ftr • LL -- 5 Existing Cherr sees. W r 0 O o 1�Litytns Oregon Grape 3' O.C. w 3 Erisg Ftr U ttn 2vtrQreen HuckllDt Q _.. - z /M LAJ IAj Exists Willow Z 236 Repem Oregon Craps s' o.C. 3 Existing fir 2 Existing Fir g S . W . 6 8 T H AVE N U E- 15 Red Sunset Maple Plant Materials Listing: LANDSCAPE SPECIFICATIONS 11. s[ `Pl�PA>L!TlON,4d(Q, PJ.�[1TI111C_T�$�$Bftl11FS AICD C,ROUNDCOVI& IL&=CAPI -CWBACjV rhe LandscapeContractor Must have an Oregon Include the following proportions of material evenly mired into es ,KTW BOTANICAL NAME SIZE CONDITION REMARKS QTY. a Landscape Cwdrclor's license and be onded in the seat. of 09v9on. soils per 1'000 sq. of area COMMON NAME. T lxisting Soil 2 SCOPE, rurnish labor, material•, equipmeni end supervision necessary to T Soil Amendmewt complete all urerk shown on the [kawings and in the Specifications 15 les. Comm•retal rertilieer 'A' TREES 50 lbs. Gypsum 3 fc(Idl3dXlSd_Al1LD IRLPLICEMENT_ Guarantee all new plant materi•sl after 12. P"HYINT, rAZISSL1rD SHRLigSi Plant upright mut face to give best final acceptance for duration of en• full grouing season or one year, appearance or rolstionsh* to plant and etrurturoo Acer rubr'um "Red Sunset" Z' Cal B&B 22 whichever is longer. Replace plant material not surviving or in poor A. All planting ,holes shall be escavated thrice Ow rise of the tree, Red Sunset Maple condition, except only loss or damage due to freesing, vandalism or shrub or groundcover root ball or root system. acts and regtocts on the part of others. B Leasco and remove twine binding and burlap from around top of such ball 4 911ADrf, Final rough grade unll be established by the Central Contractor, C. Cut off cleanty all broken or frayed roots Pseudoisuga menzi,esi.i 7-8' B&B 9 fine nisi ado Landers a !,mfractor 8' minimum crown required Douglas Fir ta"�landsc ed areas to r>tde adequate drainage. P++ir D Place and compact s.backfill soil mixture carefully to avoid htihay g landscaped r � r� to roots. fu/ oil void,. SHRUBS s TUPSOfji Landscape Contractor c,� ver(j'y with Oumer and General R When pK hole is three-fourths filled spread evenly around Contractor who is responsible n 1 and installs the t sofa outer ci ino-girtne• •f planting cavity (Commsrc{a/ his 'B') sP f'- s�P Ying "'g op f. All ane-gallon containers f Teaspoon _. �--- — - ---- Required quantity can be determined from rs rom JVgures given t. All tyro-gallon containers: i Tatrlespoon I?' of topsoil for planting arras. If r•quirrd, 3. AU thn• to five gallon containers. t Tablespoons imported top"" to be •sentative of the area, fertile, friable, free 4 All evergreen w docidww trees t lbs. for each ealiaer Cornus stnloniJera 5 Cal. Can 24-,?0 10 Jfom roots noxious weeds, sticks, clods• stones, gravel, er othrr inch measured 4-inches above rep of root ball Rediwig Dogwood foreign matter. La+uiscape Contractor to allow in his figures the cost of Jr When hole is nearly filled cemploteiyy Beak and allow water to 72 cu yds of topaoU to be used as a leveling course Book avray. Fill Rotes to funeh gra and prepare for otter work WA indicated Initial watering-in of trees ani shrubs by tin) irrigation —oro Cornus stolonifera "Flaveramia' 5 Cal. Caen 24-30" 10 QA. nt alk Approved brands meeting requirements of applicable state system not permitted Yellowtwig Dogwood frrtittser laws. Uniform in composition. dry and free lr' ��nY /3. Grade, and slope, in accordance uri!!t nouph- Ii303S S 3 B Com"wretal lfts 'A' - 50% Slave Release Nitrogen, Ino-ega+eic 10-6-4 ♦ grnn es establish l bbyy ethers plus increase resulting J= addition Vaccinium ovatum 3 Gal. Can 15-181, 24 C. Calprtl Lims of bark mulch in all planiing bed areas. Crede to 2 to 2 f/4 inches i� Ever ten Huckleberry D. Co.mnerciol Alis 'B' - l/ebfoot 10-15 -10 Sle.0 Release below bordering paving. curbs, ural!,, etc.. before applicatirm of mulct. BEIGHLEY & ASSOCIATES INC. 9r �T1J E. AgricutherW Gypsum • • a • • F Crmn&* (rransptawt ri"Wtser t) SuppNer; Rain-O-Shins, 235- 198f 14. Applicationr of herbicides to all plsrtting casae 14NDSCAPE ARCHITECTURE AND PLANNING CRCIINDCOVER ;�d a or is mulcAi�rg. �.r*crdtng to manufaclutves 12!140 N.W. Cantil Rood, PorNa�d, on 87229 -- Y. TA_XTjIIj� SOIL ytLNOJ(�'�i Garden Cars Compost. as provided by North reeomme+utalta+u, for ~reed control 0� "'-'—�i'r11Qi Amerienn Sella, Inc, Portland Oregon 87203, (303) 2a5-3125 (503) 643-4796 FAX (503) 643-4796.-r r_ f5 min LaV P` � '"``"h shrub2ys after planting,"At, 2 ver SITE LANDSCAPE PLAN j'gSL CLR'7NC AN,O SrdKI1VG MIS Refer to dela!! on DravrinpB. m um • rpt rk within+ t /Jaya gt'ttr ptanti.►p. Cover entire planting bed apply evenly. Mahnni . aquifolium "Repens" 1 Gal. Can to-Ir 1090 9 & rrvo from noxious wood Beed and all sign material Repens Oregon Grape Aar-re,ll�l to plant IV&. Medium Grade Red Lava Cyndsr f�- 3/4" xis•. 1A. 1Gt[IdTL11/A1110E Begin maintenance immediately after each }Arub and �y free ewe pTan-ted Protect and maintain plan s for a p•rieet of D() Lal f0. LX� rU [ON: Remove stones, mortar, concwN, rubbish, debrts and days after acceptance. B• re onribie jar the -11k.ing werR items Landscape Area. 42,39'0 Sq. Ft. material harmful to plant life from all planting areas. duriry maintenance period �oiter, weed cultivate, maintain mulch depth as specified. reset plants to ppr�o�pper graor upright povition ,855 SW Elmhurst and do any other nee•osary work slams. ;IT 95-0030 12 of 13 0 10 20 40 eJ = IF THIS NOTICE AI'PF:ARS CLEARER THAN THE OCT s Ip9Q DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �(����������� I�I�I�Iji�ljl Ijl�l�l�ijl�l � I�Ijl�l�l�ijl I�I�Ijijl���l Ijl��;l�l�ljl Ijl�i�l�l�ljl I�i�i�t�t�l�l � ��►IiII�I�Iji � I�Ill�ll��l�l�i � i�l�lll�ljl� Ijl�ljl)i�i�l•I _ 11"M MADE IN 04M iiilittt��nluulimhnilntihnthmint�unhm�minn nrrltnt nullui onion tmhnihntlnn ririhtn nninmm�lnu nulnu�unlnmm�lumnn{rminnlntl union nnlnnnntlntt nnhrt ration nnhm inion nnlnu nulnmm�lllun�. r r i / 7�,,:, a :....,. ._.- 9198►. _._ - . °• • _ get E'/ .a" �!f-,�' 4h � iS ., t1s,k:� t_ ^�IN f,,..► `a A,.1 - _ r a � '� � '"'E' ^A,,t°.:�r ►��^�� }�' e.c" o •- :41" .�' 4y'Mt.1. .°.«,� HJir~ -� a� , • .t , - ,. _ '1,' , `+ a . .,f i . ► .!{,� . fit.: ' tiiY'. 'I...R, } ' 00 41. , t +• .v 1E ° a w �1M. �:: t , Irk., ` .. . •1' � 4.... .- ��. ` � 4.����,. .. is gtdA, t ,•�JM S'j�.+ti' ;4 r Aw It q V• + f r t � 6 r 69TH AVENUE ; Zs{st{ng oak -'_-- _- Bz'ts� Maple 3 Y•llnw PW19 Dogwood . 3 Red ?luta Vog% L'xis Ch !M Yellow , ,_12tiQY[4r2� -"ad ri.tom r,o .,off '�9 �rr71 2 R12fW OreOon Craps t' LL J d .s ( � Erieting Cedar s lxistiOak _ Existing Ash - E TEN 71 PON I Existing Hawthorne Existing Oat: —• 2 Existing Birch 7 Existing Willow / j' ..� -- --___ Zxisting Oak LL�(d6 s Doug Ar C 3 Existing Alder r -� vt'cl'•rA�'I�N rD r Alar REMOVE DEAD UNDERSTORY AND BROKEN BRANCHEF dA—Mb S. \ / A V ,y- v • t UoutDogwood U 1 N ' VT REPO D AD UNDERSTORY AND BOJt�L IT ARAN HES. s re:ling Dogwood � �• � � SAH -- - d � � O d 5�� � _� Z l/ ! --14-Bgi!ETMS exon �rcZSt4_ 7 Red Sunset Laple - � 300 Repens Oregon Crap! IR 31 or. CL CL Vim\ W G A' 8TH AVENUE 0 Z NOTES TR :!s 2 s:zea_U F e' stake: Treated w EE PROTECTION _- I q � J ��! d yr+►� 1' f. B&H SIt1CK MAY AB S{JASTITUTL~D WITH t'ONTAINER STOCK OF EQUAL GRADE CENZRAL %or trees 2!/? Co:. t Above..(2) Z CONTA/NF.H STOCK MAY PF SUBSTl7VTE0 I/TH B&B STOCK OF IQUAL GRADE Furnish labor, material and equ{pmant required for protection of existing trees Stakes Required For Smaller Tr••a 9 PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD roR NURSERY STOCK, ANSI epecood in the drawn Is. All tree protection work shall be performed by a landscape Do Not Penatrate Root Balt 260.1, I9A6 EDITION. contractor licensed in the State of Oregon 4 ALL TREES SHALL BS BRANCHED. If tree protection fence removed during rib grading, replace as stated S MULCH ALL PLANTING REDS WITH 3' YIN. LAYd'R OF SPECIFIL'D MULCH has been Tree Ties�Rubber Nov* wL 12 Cuugo 6 IN FHB SMNT OP A DISCRICPANCY BrrwrcN THIS MATERIAL LISTING AND THE l alv. srT •:.�--- SdZ'S�lllls?11C 1 '�• DRAWINGS, THC DRAWINGS SHALL COVL'RN THE PLANT SPECIES AND Qi UNTIT/ES REQ- 7 IN THE EVENT OF QUESTION OR LACK or CLARITY ON DRAWINGS, LANDSCAPE' Tree WrfrP - From Ground To Fir:t CONTRACTOR IS TO CALL U.NDSCAPE ARCHITECT BEFORE PROCEEDING. TRES PROTECTION ` Branch B. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE APCHITECT PRIOR Landscape Contractor shall supply and install a sit foot stock type fence (fence may TO INSTALLATION OF PLANT MATERIAL. be alvartized y U t k�?emove poo_et�!►_Qj Wire t g fencing) with steel "r type fence posts 10' on center mas{mtim emove�urlajo a T+.,tno ]turn oo t Place fence around all trees to be retained at tree dripline wherever possible; 15'-d' �J 0 away from trunk minimum (1/a{t>tain duringlength o cortartr►ac I 0 Ball A}!tr n Above Plow T J e� f ti�) Finish n Min Above AdtOr Tu BRANCH PRUNING, ROOT FRuwNC, REMOVAL AND FEEDING Finish Crude Of Planting Or Turf I ,Landscape Contractor is responsible for all true work for trees to remain in all Area iandscaps areas adjazont to construction areas. __ _ 1 Mulch Circle later Basin f f;2' min P. Pruning: Remevk all dead wood and broken brunches to live wood Remove all y� ;) P — major criss--crossing branches and do major thinning and cutting back to i balance trees as per shape and species. h in Wide Bark-Mukh � e n 2. Prune all broken and damaged roots, or roots above Areas. shall be s tsare aru�l clean. Paint with 14ee Hem, �0°� {n paved areas. Cuts 3. Removal o1 trees in landscaped areas shall be done only rJ{th the ex?ress BackfUl Sou Mixture As S�•c1led approval of the Owner's agent. Clearing and removul of understory tf any. shall - � be danw only the ex •ss a .� y pr approval of the Oumer's agent, and under his direction ►15� pit. 4.Wads k Bottom 1 Ptanetng_ 4. All debris resulting from the above work shall be removed •con► the site at the , Contractor's expense. m y 5. Deep feed all !roes on sib, larger than 6" that have been root pruned or heavily M34 a 13 top pruned Drill r diameter holes 3' on center at the alrlpl4ne, to a doldh of 1B". ' �' Fill with a mixture of 50% sand and 50% 16-16-16 commercial fertilizer, Set Roolba!! 0'n Undisturbed Soil Webfoot Brand or equal. BEIGHLEY �c ASSOCIATES IM - Oromns Bape As sp•c3'L NC.� ._ ! ■ ---•-'7G'Ri TressShruAt WNDTCAPE ARCHITECTURE AND kANNINC t 2840 N.W. cornett R 11191=4794 � 0� (!503) 443-4744 FAX (503 e43-479A 2 a Dia. of Rout Boll ood. � tl72M SITE LANDSCAPE PLAN 85h SW Elmhurst TREE PLANTING DETAIL — SHRUB PLANTING SIMILAR L. • ;IT 96-0030 13 o1 13 2 d. 0 10 20 46 .t 2 t: IF THIS NOTICE APPEARS CLEARER THAN THE OCT 6 1998 DOCUMENT,THE DOCIIMF.NT IS OF MARCINAI.QUALITY. MICROFILMED it►lil��!I�I!I! �IiI�I��!!!!! i !!!!!!��!;!!� I I!I!I!II!!Illl II!I�I!j!I!I! !' I!I'i!j?IIlI !!!!,,!�!!!!, I!I!i!II�lI�I ! I!�!!!!II!ij! ! Ilil!I!�!I!I�I! ! 'iIIIIilI!!!i ��!!!!� I�IjI�. MAD[IN CNHq I , i�iiliinlnniniiluii!iE�i►nnini�!nlililu!iinlilllmiilnn nn!nn r�ElEEn!nnlnn tinhmilul!�I�lull!�ililllll�lnlhln!lll�!�III�IInIIIn�IIIIInn�IlulinEill�Ihlll lllllllli nlilr,ii!Inili�;:in�ln;��n-��ihnllmi!�uilnn milnli!nnl.nl�llll!III�I; .