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6840 SW DARTMOUTH STREET-1 APPROX. AIMMW lilt LY UOMT POLE AC Adr4w Me= LS LANDSCAPED AREA A.L.S. ANA MAW 9906W IMO MAIL. OOX AP 41111109 ftwf MIM► MAIi 4MI mm jW& ( r No. CONSTRUCIE10H AND MATERIAL -NOTES WIG wou" IIt3 NATLMAL GROUND CO-2.2 c"a saw tMM" 111cam 11w 1W Alt- or, NOT TO SCALE OC om ,fir OP &4*WAD POWER OL � PI PANT OF INTERSEC'i10N EHQ,E�LC -ONS CFL Pow POLE 1. EXISTING U•nLIIIES � I �I �� _f1 IMAM WIPMT C.0• PC ► T OF CURVATURE QIAP Q ►W 111aft, Oft PCD PEDESTAL A. LOCATE EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK. IF UTILITIES ARE TO REMAIN l ILI II-���� lot , �C Ow C11111111111111mm ~ FIM PCC IANT OF CURVE IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING EXCAVATION OPERATIONS. = • (LL_!i/ OOiIIC POT ►ANT OF TANGENT n UNCHARTED 0R INCORRECTLY CHARTED PIPING Uri OTHER UTIUTIES BE ENCOUNTERED B. SH_.JLD OOR t PT PLOW OF TANGENCY OWNER IMMEDIATELY DIRECTIONS. COOPERATE WITH Ct7NIIM. PVC PftYNiNYL CHLORIDE DURING EXCAVATION, CONSULT UTILITY FOR p THE OWNER AND PUBLIC AND PRIVATE U'ilL TY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES C KT. OWT PAVDANT AND FACILITIES IN OPERA110N. :,EPAIR DAMAGED UTILITIES i0 THE SATISFACTION OF THE UTILITY �Li C��.J N _ _ pt tt1t R/W AWNT OF WAY OWNER. cm 91111011101 tD1RrtMr S SANITARY SEWER OOP ails SD STORM DRAIN C. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER - am m >� �1 �Mlfa Wa�0 SI SLOPE EQUALS OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE OWNER, AND THEN ONLY AFTER � �•` GIA. � �� �A/i1C �� ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. DET. 0Aw ST. SUM D. DEMOLISH AND COMPLETELY REMOVE FROM THE SITE EXISTING UNDERGROUND UTILITIES 0/MI SII11ww?f STI) STANDARD iNDICATEO TO BE REMUVEU. COORDINATE WITH LOCAL UTILITY COMPANIES FOR SHUT-OFF SERVICE Jj\J i � ( � 17 ow gem" 44w"ILtMtE SHT SHEET IF LINES ARE ACTIVE. E!. 1" 4 SIDEWALK _ Ef' a" of IF AIOi1ew TC TOP OF CURB E. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES IMMEDIATELY EMT. CAPPM T'9M TOTAL RENCH MARK ADJACENT TO EXCAVATIONS, FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, FG FMMAId ~ 1%x TOE OF ,.LOPE UNDERMINING, WASHOUT AND OTHER HAZARDS. FN OW 000RA09 YOS TOP OF SLOPE F. © \ F. PROTECTION OF SUBGRADE; DO NOT ALLOW EQUIPMENT TO PUMF OR RUT SUBGRADE, STRIPPED iC ow A►+F 09i►1 w �A" Of t1Ulllr - FOR PROJECT. T1 tOP OF PAVEMENT AREAS. FOOTING EXCAVATIONS, OR OTHER AREAS PREPARED i0i 6101 A` + OF 0001mTOG TO► Of GRAVEL FL ftm W, 1.04 W OF WALL O /IYRRfRy TMIN 2. PAVING AND EARTHWORK �• OL C" I" T». " tCAI Go �� �� W tAMflERalOUND POWER ALL MATERIALS SHALL BE SUBMITTED THROUGH THE ENGINEER FOR THE STANDARD SHOP (pt* �f� 0 UNDEROROUNO TV DRAWING/PRODUCTREVIEW PROCESS. VICINITY MAP, (s 111 VI.T VAULT A. ASPHALTIC CONCRETE: ASPHALTIC CONCRETE MATERIALr, AND CONSTRUCTION 6ETHODS SHALL NTS GV COY" wo WOOD MEET 'INE REQUIREMENTS OF ODOT SECTION 403, CLASS "C" MIX AND HAVE A COMPACTED M&T rW AW IFAAK W/ tIN'iN THICKNESS OF 3". THE BITUMINOUS MIXTURE SHALL BE COMPACTED THOROUGHLY AND UNIFORMLY NC M tC�AIm 90 WIL MATER LINE TO AT LEAST NINETY-TWO PERCENT 92% OF THE DRY DENSITY AS DETERMINED BY THE MARSHALL 1E WNW Ift"A<fft Vw WAWA MEATER PROCEDURE. FINISH SURFACE TO DRAIN PROPERLY AND BE FREE OF DEPRESSIONS. w swam yAt m W1V WATLII VALVE Lid �� B. AGGREGATE BASE: AGGREGATE BASE MATERIALS SHALL MEET THE REQUIREMENTS OF ODOT 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 COMPACTED THICKNESS OF 3" OF 3/4" MINUS EVENLY GRADED. SOUND CRUSHED ROCK. THE BASE COURSE SHAD_ BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED $uC� BY AASHTO T180. DENSITY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. C. SUBGRADE: SUBGRADE BACKFILL FOR PARKING AREAS SHALL BE COMPACTED TO AT LEAST 95% SHT. 1 OF 5 COVER SHEET A NOTES OF 'INE MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T180. DENSITY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. SHT. 2 OF 5 DETAIL SHEET 0. NATIVE BACKFILL: SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2-INCHES SHT. 3 OF 5 CIVIL SITE GRADING k UTILITY PLAN IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS EM- IM PROPOSED r�AT'P..ALS. .EMIT. 4 OF 5 DIMENSIONAL PLAN E. CONCRETE. CONCRETE SHALL BE READY--MIX TYPE CONFORMING TO ASTM C-94. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MIX UESIGN AND PRODUCT PERFORMANCE. THE SHT. 5 OF 5 EROSION CONTROL PLAN MINIMUM COMPRESSIVE DESIGN STRENGTH FOR TWENTY-EIGHT (28) DAYS SHALL BE 3,000 POUNDS *Off-twyw. / Pnr»e UK PER SQUARE INCH. CONCRETE SHALL BE PLACED IN COMPLIANCE WITH PRACTICES AND RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE. F. STANDARD CONCRETE CURB: CONSTRUCT STANDARD CURB PER CITY OF TIGARD STANDARD d Ltd CURB. PROVIDE 1/2' THICK FULL EXPANSION JOINT FILLER MATERIAL AND ELASTOMERIC SEALANT. PROVIDE TRAVERSE EXPANSION K)INTS AT EACH POINT OF TANGENCY OF THE CURB AND AT OTHER L4NE LOCATIONS AS REQUIREU BY MAXIMUM 20' SPACING. COORDINATE WITH ARCHITECT FOR THE LOCATION OF CONTROL JOINTS, FINISH AND SCORING PATTL•RNS PRIOR TO CONSTRUCTION. fttlAl10l(l" 4'I *w Ilow OD C. DRIVEWAYS: CONSTRUCT All DRIVEWAYS AS SHOWN ON PUBLIC WORKS DRAWINGS FOR STREET IMPROVEMENTS. GENERAL NO-TU fl�lll�� �! - ■ n H. SAWCUT: SAWCUT STRAIGHT LINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING PAVEMENT 1. EXCAVATORS MUST COMPLY NTH ALL PROVISIONS OF ORS 757.541 TO 757 571, INCLUDING 6#0 LM AND NEW PAVEMENT. NOTIFICATION OF ALL OWNL�tS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS UAY HOURS, MQ JNMt4 A46 TLEPI4CN E Lam; BUT MORE THAN 10 BUSINESS DAY'S BEFORE COMMENCING AN EXCAVATION. dEAtSWlC AIA* 3. STORM SEWER SYSTEM 2. AI_l_ WORK IS TO BE CONSTRUCTED IN ACCORDANCE NTH THE MOST RECENT EDITION 01- THE MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATIONS SHALL MEET THE STATE OF OREGON PLUMBING SPECIALTY CODE. iY LUNE REQUIREMENTS OF ODOT. PIPE SHALL BE I-AID IN TRUE ALIGNMENT WITH BELL ENDS LAID UPGRADE 1. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE IN A TRENCH WITH AN ADEQUATE SUPPORTING VALUE AND "BEDDED' AS SHOWN ON THE PLANS. ALL ME i THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. -_- ___„ mm ffw. lift BACKFILL SHALL BE COMPACTED TO 95X OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO TT80. DENSITY TESTS SHALL BE PERFORMED ACCORDING TO ASTM D698. 4. THE SURVEY WAS PREPARED BY HACKMAN AND ASSOCIATES. ---- •- - +�14+ PAI! r.IRE THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR fU COMPLETE THE WORK FOR S. BASIS OF BEARINGS: ALL BEARINGS FOR THE SURVEY ARE BASEL' UPON A COMPASS BEARING OF tw IOW STORM SEWER SYSTEM AT THE LOCATIONS. SIZES AND TYPES AS SROM ON THE PLANS. N 00039'00" W BETWEEN FOUND MONUMENTS /4 TO /630 AS SHOWN ON SURVEY NO. 4690. w, 11111WOM iow CASE TV LJW. A. P.N.C. PIPE AND FITTINGS: POLYVINYL CHLORIDE (P.V.C.) PIPE AND FITTINGS SHALL MEET THE 6. BASIS OF ELEVATIONS: All ELEVATIONS FOR THIS SURVEY ARE BASED UPON A FINISHED FLOOR REQUIREMENTS OF ASTM D-3034 SDR 35. THE JOINT'S SHALL BE FLEXIBLE WITH ELIASTOMERIC SEALS ELEVATION OF 208.00'. ELEVATIONS WERE ORIGINALLY BASED UPON THE U.S.G.S. BENCH MARK N tso _ �41M t4tF LUNE �r �6ta'1'tSllll'S) CONFORMING 'TO ASTM D-3212 AND ASTM F-477. CONTRACTOR SHALL PROVIDE FITTINGS AND THE CURB AT THE NORTH CORNER OF THE INTERSECTION OF N.W. MAIN STREET AND S.W. RAIL ROAD TRANSITION COUPLINGS COMPATIBLE WITH NEW AND EXISIING STORM PIPING AS REQUIRED. STREET. 19MV00W WItikIlWOU B. REINFORCED CONCRETE PIPE: REIVFCRCED CONCRETE PIPE SHALL BE ASTM C76 CLASS 3, 7. THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO I�IhP WALL B. THE REINFORCED CONCRETE PIPE JOINT SHALL BE ASTM C443, RUBBER COMPRESSION COMMENCING WITH CONSTRUCTION AND SHALL PROVIDE KPFF CONSULTING ENGINLERS 72 HOURS GASKET JOINT. NOTICE OF ANY DISCREPANCIES WITH THE PIANS. CONTRACTOR SHALL VERIFY PIPE SIZE AND TYPE oe OF MATERIAL AT EACH XISTING UTILITY CONNECTION PRIOR TO COMMENCING WITH CONSTRUCTION. r �IOrl1�- POMwi► C. CATCH BASINS: CATCH BASIN SHALL. CONFORM TO THE STATE OF OREGON UNIFORM PLUMBINGE ^8. THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN THE PAA11t1' PROJECT AREA. THESE MEASURES SHALL COMPLY WITH THOSE STANDARDS SET FORTH IN THE CODE REQUIREMENTS FOR INTERCEPTING STORM RUNOFF FROM PARKING AREAS. CATCH BASINS "EROSION P'4EVEN ION AND SEDIMENT GUIDANCE. HANDBOOK' PREPARED BY THE UNIFIED M Of_ SHALL BE CONSTRUCTED TO THE LINE, GRADE AND DETAIL AS SHOWN ON THE PLANS. ALL SFWERALE AGENCY OF WASHINGTON COUNTY, DATED FEBRUARY 1994. dVAaI�L CONNECTIONS AND JOINTS THAT ARE MADE AT CATCH BASINS SHALL BE WATERTIGHT AND FLEXIBLE. CATCH BASINS, FRAME AND GRATES SHALL BE MANUFACTURED BY LYNCH COMPANY OR APPROVED 9. ALL %3RK WITHIN THE PUBLIC RIGHT.-OF-WAY SHALL COMPLY WITH THE CITY OF TIGARD PUBLIC MAIM ' b EQUAL. IMPROVEMENT DESIGN STANDARDS. 114 0 D. CLEANOUTS: CLEANOUTS AND EXTENSIONS FROM T14E SEWER TO CLEANOUT SHALL BE 10. FOP LANDSCAPE INFORMATION, SEE DRAWINGS BY NORTHWEST LANDSCAPING. INSTALLED AT GRADE IN THE LOCATIONS AS SHOWN ON THE PLANS. CONTRACTOR SHALL SET ■ Irl LIIM CLEANOUT FRAME AND 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 I Pq ,�pp WHERE INSTALLING IN PAVING. E. STORM SEWER MANHOLES - �AIIVR GENERAL: PROVIDE PRECAST REINI'ORCED CONCRETE STORM SEWER MANHOLES AS INDICATED, AA, i COMPLYING WITH ASTIrI C 478. L� W 1YALL4 TTY OF TIGARD TOP: PRECAST CUNCRETE, OF CONCENTRIC CONE, ECCENTRIC CONE, Ok Fu•T SLAB TOP TYPE, Approved.............. "'••""'j j �� A11iE1� AS INDICAT Conditionally l+,1'prc,vcri ... .....................( BASE: PRECAST CONCRETE., WITH BASE RISER SECTION AND SEPARATE BASE SLAB, OR BASE SIT H7 - 00 10 For only Ire wo"k 6c,cnb(:df b RISER SECTION WITH INTEGRAL FLOOR, AS INDICATED. PEAMIT NO. - sKl� ' ,� Scf Lotter to: 1:010-N tte h................. ............( j, STEPS: DUCTILE--IRON OR ALUMINUM, INTEGRALLY CAST INTO MANHOLE SIDEWALLS. b� S� Job Address _ FRAME AND COVER SHALT_ COMPLY WITH THE CITY OF TIGARD STANDARDS. • I ANS 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 «i Pff P&W oftlt SHALL BE REMOVED FROM THE CLOSEST DOWNSTREAM MANHOLE. VELOCITY IN THE PIPE DURING FLUSHING SHALL BE AT LEAST 2.5 FPS. G. ALL NEW STORM SEWER PIPES AND MANHOLES MUST BE PRESSURE TESTED AS REQUIRED BY (IDIS Pl l' Ok *kLAf THE CITY. ALL TESTS MUST BE WITNESSED AND rm'PROVED BY AN INSPECTOR PRIOR TO PLACING -- --- INTO OPERATION. REVISION DATE C)FSCRIPTION BY LANDMARK FORD 12000 S.W. 66TH AVENUE )IGARD. OR 97281 -- ���Ep PRt1ff,SJ JOB No. 95069.04 LANDMARK FORD • If®lIA1M~ At OfIl"9ED INC WOES AND OtAMETER ESIGNED BY: AME EMPLOYEE PARKING DRAWN BY:___AME 1f'WVft- WN WOES AND DIAMETER CHECKED BY:_. u z COVER SHEET & NOTES 23 DRAWING �F DATE:.-- 4 SCALE:- N.T•S• SHEET-�_OF-._�_ Al J. �j NUMBER uta =Con#L4., rE�A a tea. 95069-13 SM&7-4p raw MEAD tirr "M to AWft fIN fill D�I�o�AA 6!. u�an• ••,bl.. •'a t..wr,W.ewRv+' -_>eti.nc,:M•uir�we- -.... .....,.. „.r, yid "ww`r/-.+�..w�+ ., I -. -s►. � I � - - E, r .....e,r.YlY,.i'iYl-.•... +�MYItinBllrl ..._ __._ _ _... _ _. � �. 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WHEEJ.RAMP PE19 CITY OF 2 A f - • P TOTAL IMPERVIOUS ARE Tt STD NG LOT 46,420 OF NMTH S.F. -------- o R R .. t,n .may �, cy FG-274.2.9s:+ "•: ! - -- _ s-'-_27 — i -1 � r- 1 h p1 OF TIGARD STD, S/W MATCH EXIST. -- - _ -_ GROUND 1fir" ;, EXIST. d 6• SCH. 40 PERF PIPE ._ +- -- \ �� •, �,- W ZURN FLOOR DRAIN U v SEE DET., SHT. 2 1 _ TP- N I AIN 5! DRY DETE PON ? I I TOP OF POND-277.00 \ ~ •t, , \ GRAVEL ROAD BOTTOM OF POND-273.00 c _ I EL J. TP-2D2, T y I - 'f TR INLET r!4 m T• l— - ""' LSF. CSD 6 S �o'PERF PIPE _ I ,; Jiff DET., -*IT. 2 • 3h W-2x2.7 i A S-0.0500 V "'J OUTLET TO POND 27e-� - �— TP-284.50 •�, I IE-274.00 I �,, �• � 3.27E \ OR FG-281.00 �- 482 C. _ - ' Id ' y „ REPLY MATCH EXIS . 2 ` ti a +, i BO OM OF POW-2 8,00 '6� . TP-283,49 GROUND 39 LF.-10 PVC20 / - + w„•„ JIM J - .75 �{i! �•• /fIN � � N �•. 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STH � VEME STREET • Pot, P a : , PC a�oo SHEET NOTES: - -- 1ruY -- -- _ JC'=v --..--- -- -- rS... EXIST .DRAINAGE u Fh-279.2E ,. eh �W . REMOVE k REPT ArF FXirT 1. PROTECT ALL EXISTING a I +,)4 TREES WITHIN LANDSCAPED moi,, � H X 'STOP SIGH PER CITY OF TIGARD ' _ • - _., -r-. -- --"- -- •- �` --- - - " 1 _ . • __ - _ - • --- - it --�y,r -- -- a__.. _.�` r • . -,_- ■ _ -..__ - . WHEEL CHAIR RAMP DETAILAREAS. -_-- -- 11 --- r � _ n �s H --- w� •��R w"' N --- iu P0 - 'a CONST. WHEEL CHAIR 5 kv, {�' 2. TOTAL IMPERVIOUS AREA . 7 al�ti,.. �'6. - - '».Y ---- -- r • PA ,� �;:� .. _ ,�A � OF NORTH PARKING --+ ,- ►- �rrw p ! 4•r4 ,, gip•, - - ' d" TIGARD STD. -- n R n r�s it r .�. „- _ T -- � -r _.a " ��a- d a LOT = 46.420 S.F. N16 t Pliant R ZA�Ir •w "--ice •� ,t s F�� 8 1w "� -- - BEGIN CONC. S W PER r I MATCH EXIST. 275---27 -`r - CITY OF TIGARD STD. S/W GROUND �`, ` - --277--2 fvq_27#- 79'' , I µ� �. EXIST. R8or .00 04 6' HIGH CHAIN 5 IRY T NTI -ON C _ \ \� \ APER CURE :1 IJNK FENCE, TYP. r(P• ;wY, I 1059 C.F. TOP OF POND-276.00 `" I 2n.- - 1 /3 ! \ .. TP-28? EXI T. GRAVEL ROAD EO a,F' NHEEL ST - �1.4X / •e fli. _ BOTTOM OF POND-273.00 ! SFE DE ., T. 2 �. C TROL INLET *4 ;'• � �' ' In I I _ 7 J5 , L F.- CSD I -275.50 6" SCH. 40 PERF PIPE Z7 / 8" SC 0TP- PERF pip� / U U N DR/uN RIM-276.40 MI RN LOOK DRAfI� / �- $Et DET., SHY. 2 SEE DET., SHT, 2 3y L o ----- B r yM u' ' /ter 1P-2827 4f► r I S-0.0142 OUTLET TO POND / _ J / / � r - M. TP-284.50• 0 PRO it IE=273.50 / ' fA T'w I o OUT UT 10 P F IE=27' ,50 G�' / 2��� RY NTl POND F______.._ { % 462 C.F.)/ »7r I MAT'Cr11 ���`Ji� ! TOP OF POND-281.00 I R&MOVE h'REPLACE TP-283.49 .'. GROUND �� •. _ / ''1 , ♦ '�� BOTTOM OF P -278.00. p d A N. 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T-� - ` yep ":•'" TP 292.30 AS A.C. :1�, �► 2p B -285.15 B -286.51 CONC, $T. - _ -� .� TP ?A1.20 �• ^.. -292.68 I ^%v. ,,4., J w A."!u I?-294.50 / "• ru G Q N Nvn I qr� /✓ tr. ,•. ` ( � � \ 1� ' i" f. •t'y 5, / •wl EMD•f1� " ,�1 �M� '• - ' � rte' !C-��i.� •• � �i�n /2� / � 1::.� w.p \ I � '�s". •,�`�� Y'�` � ���•O �� s•��Y ry _... ._....___ n•e r '.w, '"ni eo TP- 83_50 ,,. - lo. + , .._, .-• Ne /. •'. 1ti� s ,'i,'�,� �i � « wI � . » n 1� � www 1,"• , � , .. M� ....._.____ rS`gj�• t�M t �' ' _ In ,r 77 , / ,. • .. ♦ r fM tl .. _. K� i `��*e �s • irk,{„ �','b Vy: H► pit e -_..___ ay 5+52 88TH T. 25• - !r �• -l" „ fXiST. CURBM.30 $� ,� �• R »: .w - .. RE E�O CONC. S � �ari y 1 J -..-.-- . a •, TOP21".7 _r�On 7",. ,a w, aM rem ,,, ~ ~~ - --- _ - -- - - iiia �- _--_ - _� NA _. --------- r--_-�'*'-_ . ��" -, ,u '�re,. •e» .ro. \ �k 42 a I g SlllEET E � -•- _ osll t - --_.._. A -. e ..�--;r, ----III ?RG�'��1YfT1E _ - sr uo.xr. N -11951.17 , ` ' • -- " " • _ - • ` ---- • - J' / Fel A,a n � {�`� '�•��. � �•a � RMS � 1__.., _..1 _.. ....- S•w -,..��AMU E �� t9� . IY:a -....__._...___.._-_.._. .._ _�•.. .r. "- OPE ACROSS ph s�Ni pop 11+82.6 f 6f11H)-"'1'+ 3.2 �UARTMOUTH %Re WL- INTERSECTION get• •.� �' HANDICAPPED STALLS l• t ; % r - INTER .M 5+09.65 (615TH)-2+5u.1%5(ELMHURST). ^�M I" JD t GRAPHIC SCALE 4 1 Inch - 20 fL REVISION DATE �- DFSCRIPTION QTY` , LANDMARK FORD 12000 S.W. 66TH AVFNUE TIGARD, OR 07281 PROFf��i Joe No.-�9� LANDMARK FORD �FF DESIGNED BY: AME EMPLOYEE PARKING DRAWN BY: AME CIVIL SITE, GRADING N CHECKED By --�. :°t UTILITY PLAN '��• J. `Ar DATE: 7 SCALE: =2DSHEEI-1-OF_-5 - DRAWNG N11 DER J. cxrr�s v>b A3w.SWPW*w"Congu/ ROAM Rr"a OM.M 95069-15 !ar AFF-40 Rw Aar AP-W F~ •nAb u•Ammov, "o sw o.nmous+stir. - •-.. .e-..e...ew e•r am7•ool0 -' `:`;ft .Q•'S:}FC�,;�T}S r�z.._. ,.]. AF+ ?n ,; Iof d '0 12 6 Y ' � Ilii '111111111 (llllllilli!III IIIIIIIIIIII{II111111!! Illllll Illlllll! II r I „•_ ., I ! 11111!!l11�1,11111Illillllllllll - I l ! J i Ililllllllllili Illllilllllllll IIIIIIII 111111 IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIilllllllll IIIIIIIIIIIIIII IIIIIIII1111111 lilllillll Ilnan ui1, ��dfr�NNw�Tihii , � � iuzuzG (, Imll�li aldl �mhlTldii6dllm111111mb11udlilludl�IrnhilnldlInolzTTilnllll�lmllmili i�ln �, t � ihii�InohlTilnnl�TilnolzTl • N. I I S•w. SS= ® SHEET NOTES: . dr I. PROTECT ALL EXISTING TREES NATHIN LANDSCAPED --- • --- - -- -- --- _- 2 TOTAL W ►.PERVIOUS AR A / OF NORTH PARKING -� cl _ L LOT 48,420 S.F. _'_'�(-- Y - --- •- 1 3. PARKING COUNT: I -" -- _� `' 1 80 STANDARD SPACES lw I A� A* 4� 7 HANDICAPPED SPACES >� A.L.S. NO. 5 S'j � 38.5, i� 4. ON-5r fE LIGHTING SHALL BE • J c - G, % �%� O O O O ' AR I-MOUNTED CENTRIFORM AS 6• HIO CHAINMAINIFAC.URED BY LITHONIA. 12, LINK ` ,E Fl AL HALIE SHALL DE SHAH 2BEP AR �w EXIST. Q MIEN. OW �" TOP // 1 SEE DET., SHA. 2 N I I � II �I �■. a // 9, A.L.S. N0. 6 : ' _O i 1 d o• 1 n \ � w 4 , A.L.S. NO. 7 �ti \\ dw ;� d4.W Q' 22.4' 9.2' \ '•. I 1 I � IIt _ 7 FDCL TMP. 45' • 1 ��,. R1� � 7S-__-- �I A.L.S. NOi9 _ Nib �� Lm1T A.LS, W. 8 A.LS. NO. 10 A.L.S. W). 201 i I W � ! o a• o , • iO ryA L - TMP. t\ • I � 3 - I 20 STALLS A 10'-200' CNI N KT., 3HT. 2 a' ILa owc &'10 moo. STALL 84- _ S 9PAd'� . fF' �•: TO ST/M�FIC 9 SPACES • 10'�>IIO� I �i !► �,� . 55.7 � � 1 �� Mvn i ' 6 A.L.S. NO 3cr It Ii / \ — eta► NO. 11 a IM• 1} _ NO. 14_ in - - —--------- — - -- -- *-mss--T CSS• Sfe ass" ow, PAMNG 3W a dp op op ".:'s=•:p: '. e:.art::..r;a'm.:,.r._:sut... .-u:i_m.s::.c.:r...... .n..,•,-,rr.mnr..n,r.. .:..,,. •.n,.., ..' 'flpy•_-!'i'•^A.:'..h.Ilafl•- V.• '_::.!R'L:•":R'_-:tnU::.i::f1t:.:L GRAPHIC SCALE 1r N ! M 1 faoh 80 tl _ 0129197 REVISED POND LOCATION — - --- 7 24/97 ONL-SITE LIGHTING _ REVIS04 DATE DESCRIPTION BY LANDMARK F"OW 12000 &W. 66TH AVEMIN TW M. OR 97281 NsT/ jw No. 98049.04 LANDMARK FORD .--SI«w0 BY: AVE EMPLOYEE PARKING L DRAWN BY: wvE DIMENSIONAL & CHECKED BY:----U& LIGHTING PLJ6,N .�, DATE, 7/24 AMNG SCALE:— 1 �20' SHEET�__OF 5 WWWR f. J. �:otwulft.�►wwi w�i:r:i w we.ar 95069- ;8 14- 21-96 16, ? NI lwowenoulh ft. 6RT'17.0010 Ott... .-.,. y.� . ,. - /.1•;r v- y r 1.., ....._- .....-_ __ .-..._ _. -. » _- _. __._ ......•+ a _ .r+fr..•_ __ �- .- ., ,. - - _ h"iVnc•EJ•+.r..: .. 1 I - Ilil ��Illlil 1111111111+11��1i111.11���10�1��!I a��l!1�1!lillI�IIIl�hlll ,l�llllilllif�li►I�I1111 I II !�� � i ��; I .� VI�MIMh NI,.,�I�IIhUi�M IN��NI��I�llfhl • fliflll�llilll<<Illllll�illllll Illlfll�illllll IIIIIII�IIIIIII IIIIIII�IIIIIII IIIIIII�IIIIIII IIIIIII�IIIIIII Illllll�llillll illllll�ll ' I I I � � 1 � fl 1 �d d �� !�1 �I�►� til >� �I � "`.. 4 - .R,�,•, . , •: •nnlii'�i ouh I uddtiilH11fA1 nul�uuli'I� n161�nnitlil unL uol�uu6 n unb I unhw I I�mIL I unh I uuL� m+h u ' ' Y ' .,1 .... ..ny..., .,,y err.r.+r.•.'. � 'L.:. -. rV'�tZ""+.'w"'WY.Mr'r • MM..+'r4.r/r '/_ _.1 . _ .,�} I I I i I I x'ac I I I �_I — 8.W. 88THENUE ----- — ---- -- - __ AVI---- SHEET NOTES: 1. PROTECT ALL EXISTING TREES WTHIN LANDSCAPED r • �.-- Y-- - — r • r - • • - • r . • '-.— - -- - - ---- ----- r -- • - . -- -.,_ _ � AREAS. --- �a Z TOTAL IAREA ------ -__ - - -»___T � - - - _.___ a • • • ` �Ai'ERVIOUS OF NORTH PARKING ---rWP *---�•ar r -- O R r -Apr— *. .._0 arm- '++ v a-- LOT 46.420 S.F. 3. PARKING COUNT: I � 84' �HANOICAPPE SPACES 1 I I � A.L.S. N0. 4 OL ALS. N0. 5 ,_ �_ 37.7 -- - -- 4. ON-SITE UGH SING SHALL BE ARIL-MOUNTED CENTRIFORM AS � ,I I , MANUFACURED BY UTHONIA. mm� TFIXTURE TYPE SHALL BE KAR 40OW I I I A METAL HAUDE HATH 25' POLE. EXIST. GRAVEL ROAD r -I Vim T SEE DET., SH'. 22 50.1' 1 /� _ 7i; ° 4 A.LS. NO. 7 _low 56' • 64.5' ' r A.L-S. NO. 3 Rt , 45' STRIPING O 2' O.C., TYP. jam___. _ _ 8 HIGH CHAIN UNK FENCE, TYP. �4 A.LS. NO. 8 �3 - -- JAIL` . If*. 110 I tJ 00 0; 45' L A.L.S. NO. 1IND. 1717---+� 1 ♦ , o j �\ ALS. N0. 2t) � '0*0 n r1i •i 25' I • 130' 20 STALLS O 10'-2fA' v I 1 SPACE W/ SEE DET., SHT. 2 84' 40- I \r► 8" LOADING k 1 G' 7 ♦► _ 'P4�• -- -- - STALL-18' S SPACES W/ 6' LOADING Jk 10' STALLS-90' 9 SPACES O I! -90' \�• ssVOM NVA �/ I ♦ 8 A.L.S. NO .3 f r, \ IIcc 2.6 � A °r � 4' WAL4 28.3' 6p• _,,,�t�► - A.L NO. 11 is oe OTIC. STAIRS A.LS. N0. 1 I A _ - - -= —---_ -- -- —_ - � ---__—.._ ---- -_ -----_——__ I ,A►IL'i,. IMQ. 144 A i CONC. S/W FLUSH MATH A.C. PA"NO jAr I • — — • `' .�. — . 8•W. NTH AVENl� E1Q6N.N -- ....... ..._... -._..._.. ,. _ nrn•,rar.:u*mmnMneen:mnn,•m--r.m_.mr:.r:.nn•emm +mswrnuaournn:x..w^t :::_::a^r.•ra•:.-•.ter. ..»_ r. ......... ..... ...._. .. ..:e:.. -...r.. ..•-zam_: .r:..m....-.n..mnnnwrman um.vx-:rm .a_.., ...... ._...... x•.•: ..«...n:a. •t .e,n:.•r.„..-wr.xtimir.....a!mam_.rau s.x. r I eep`:m - ina �W tmanm_ e:•v. n:.r. x-ervr.•eT,o- __ .. .. I , IM U HI GRAPHIC SCALE 7 1 i item RO ft I _ 7/24/97 ON-_SITE UGHTING _ AME 8 24 97 ADDITIONAL PARKING AREA AME REVISION DATE DESCRIPTION - BY k LANDMARK FORD 12000 %W. dart AVENUE TIGARD, OR 07201 T IROIFFdf� LOB NO.__jwfi2LQ41 LANDMARK FOR[ _SIGNED BY:_lric EMPLOYEE PARKING - -- DIMENSIONAL & DRAWN 8Y: ��IE CHECe(ED BY:. ups LIGHTING PLAN s r>! DATE: X24/97DRAWING _ 1*-2r,--f SHEET- 4—OF .5_—J. NUMBER 1 ”' °I!!<�•t n./�+r tp hrfv SEAM AM��r• �• yes v� �C:w w�Ev�a-� 95083-18 morn " J t N_77-1 04­2rJ(; irk; •1T170010 .. ,„.. .c:at!laayrnbyanw,errM«w, ..• R .-_...:,_..-.� . _.—, __. _—..._ _. - -- - .._. ... sof I , •Mv —•,• . �. g.. .SSE yy , _ -• _- .{, 6 t 7 6 i0 i? n I. • - �lil "��� iii ��i��ii�ii�ciii ii�iiii��iui�i ��������i������ �1��������i������� 11� � ,��,.,; rr ,, I i I � 'I,I�II ����� (������I������ ����I����I����� �V�����1������� ����������1���� ;♦�1�� �� � � II I 1 II I II I I IIIA; 111111,1 I Gtr nilfnnninl n onblfilmd16dnnlnblidnnlAtri,,,Irlrndrhrnl �nnhmrb �uolllUh n I wl k�►wlt Iyrbi nub�i rntbr�i - .. .. _ .._.,. vr. ... .- .+w-,.w .r•►.rrs. .--/wwWa ... -. ..,.+1i.o- -- -.ra..:SAY,:1t..OSi.-ar+-Lc..wrw-.. .»..b ., {� .. •J 4 :L .. .... _ �' ,N. y ..'.., m.,......•w....y„ .- .- .,n•,.,-. ..•..-,-hM a..-a -�•i... ...... ,�,. .,moo , ' R 'ai