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SW BEEF BEND COURT APARTMENTS,f. - ENDD H Do BEEF D�D EIG, HTS P. U D 00 41; �/ 1 SINGLE LOTS s '��"a M " r:: ± I 11,WNGTON EIGH ,LL � BEND -C / l __/ f. �� win / It for,o ' UNITS O UXUR mru � a9 III i 1\,T ��' ® �' ry , •• ,ee � wrr � /, a c � F ' , y .� �.e - - - - - - TL 11®0, 2SI E � e fO ,t t 11165. for p ,1 LE 95 92 P®/DYR') fors / 4 , - for,s / . ' , wrtB uw form a _ for InIF } P •d 0 F R '4 ' ' of ! a�� U n /fora forw,ww «n _ ____ _ _ _ � 1 o $ 1 px --`- ------ - i CONSTRUCTION NOTES: WATER SUPPLY GENERAL NOTES • I. All water system work and materials shall comply with Tigard Water District specifications, the Oregon State e +•J ,y, qp e� q 1. All work and material shall conform to the requirements of the Health Division Administrative Rules chapter 333, the All and Washington County Uniform Road Improvement Design Standards. the 1988 APWA standards, in that order. 2. The contractor shall obtain all required permits and licenses eQ P 2. All water line pipe shall have minimum cover of 36 Inches GRAPHIC SCALE before starting construction, to the nmen grade. I o so IN xao .00 3. Existing utility locations shown ore approximate only, additional 3. The contractor shall take precautions to protect pipe interiors, underground utilities may exist. The contractor shall verify all utility fittings, and valves against contamination. PPPP _ locations prior to construction and shall orronge for the relocation of any in conflict with the proposed construction. 4. Fittings and pipe sections that will not be disinfected by chlorine ( IN F6LT ) in line for 25 hours shall have the Interiors swabbed with a 5% - - 1 Inch 100 ft 4. The engineer has been rot,. ,d to provide design and hypochlorlte solution before they are installed. construction review services relu'Ing to the contract. S. Concrete thrust blocks are to be constructed at lees, bends, fire S. The contractor Mall notify : . engineer, Washington County and hydrants, blow-offs and wl ere indicated on plana. The minimum Inch 17'ry 34" a U.S.A. 24 hours before startw, :obstruction or resuming work after bearing surface against undisturbed soil is shown on the detail ..........xx.w.....w•...•.............„....... shutdowns, except for norma. �euumption of work following sheet. Thrust blocks shall be allowed to cure 14 days before lOerAamtax F Sundays or holldaye. \ m 1 pipeline pressure testing. NORTH s S. The contractor shall assist the engineer in preparing 6. The pipeline shall be tested at 150 psi at the lowest point and as-constructed drawings. j 9 held at the pressure for 2 hours. The lest is to be witnessed by the Tigard Water District inspector and the engineer. a � 7. A demolition permit Is req�irs•d for removal a/ existing Dulldingw. e 7, The pipeline Is to be thoroughly disinfected and flushed In TIGARDaccordance with the current Tigard Water District Water DRAWINGS EXCAVATION & GRADING System Standards. 1. The contractor shall determ,ne the type of equipment and method S. Prior to energizing the water system, a water sample shall be to use to achleve required compaction. The contractor shall arrange taken by the Tigard Water District Inspector, submitted to x for a geotechnical engineer to teat and certify loll compaction. an accredited testing lab, and returned to the District indicating no t Washington County and the engineer shall receive copies of all hazard exists. SITE wayp 1 COVER & CONSTRUCTION NOTES geotechnical inspection and test reports. e NINC t 9 9 SANITARY SEWERS aecr etwo CITY s 2. Pipe bedding shall conform to the granular bedding and backfill a a 2 GRADING & EROSION CONTRL PLAN requirements of U.S.A. as applicable. Bedding shall be 3/4'-0• e crushed rock, except where native material may be used. 1. All sanitary sewers are to be 3034 PVC, SDR 35, or C14-clove III non-reinforced concrete pipe, as indicated on the plana, and shall .3 COMPOSITE U77LITY PLAN — PUBLIC & PRIVATE 3. Trench backfill within the right-of-way shall be clean, well-graded be tested in accordance with U.S.A. standard 1 3/4'-0' crushed rock compacted to 95% AASHTO T-99. specifications. TUALAT,N / 11 4 BEEF BEND ROAD & STORM DRAIN LINE 01 4. All areas of nn that will be within a future building envelope shall rnwrwwuur s be compacted in accordance with the Chapter 70, U.B.C. STORM DRAINAGE 1 __.._.«........................ .........,� PLAN & PROFILES 5. The contractor shall provide protection to adiolnidu property from 1. storm the drain ted. la shall be concrete sewer pipe C14-III excavation and fill activities and from elation f appropriate due to runoff, unleds otherwise noted. 5 STREET & STORM DRAIN PLAN dr This may it accomplished ro the installation at d by keels gradings ditches near the property boundaries one by keeping 2. Impervious area of public street = 28,985 sq. Ft. LEGEND grading j activitiesat least 2 feet away from property boundaries, as therequired by the UBC Chapter 70, 3. Impervious area of private streets. parking orecs. p and buildings = 377,877 sq. Fl. 6 PEACH TREE & GLASTONBURY DR. STREET PROFILES Awal B�� Nf/i�rS � �EKO hLl ROADS EXISTING MANHOLE & STORM SEWER CLEANOUT 7 STORM DRAIN LINE 02, 03, 04 & 05 PROFILES 1. Material in soft spots within the roadway sholl be removed to the -�-� PROPOSED MANHOLE At STORM SEWER UTILITY POLE depth required to provide a firm foundation and shall be replaced with pit run crushed rock. The entire aubgrade shall be thoroughly WASHIIii •() 1NN ALnn plyICION EXISTING INLET & STORM SEWER 0 CENTERLINE CURVE No. 8 SANITARY SEWER & WATERLINE PLAN—PUBLIC & PRIVATE compacted to a relative density of 95% of T99. 4' rock Is th4M9HWGT0N a iNTY 0 r.fiC1n(IaION I maximum allowable size. / ->r--� PROPOSED INLET & STORM SEWER O .s- � By -2� CURB CURVE NO. 2. Wet weather construction and other untoraeen conditions m FUTURE MANHOLE & STORM SEWER 9 SANITARY SEWER LINES A, & C PROFILES require that geotextile be placed on the aubgrade. In this event the 77 �i. DECIDUOUS TREE contractor Is to consult with the engineer and work to the wrilA� __, U�#; EXISTING FIRE HYDRANT recommendations of Me engineer. EVERGREEN TREE 10 SANITARY SEWER LINES B, & D PROFILES q ACTIVRYft' PROPOSED FIRE HYDRANT 3. The contractor shall notify Washington County for Inepectlons ® _ when the aubgrade is complete, (2) 24 hours prior to EXISTING WATER LINE VAULT 11 CONSTRUCTION DETAILS placement of rock base material and (3) 24 hours prior to final {jam*, CJ- 1`Y' paving for an Inspection of Me work. — PROPOSED WATER LINE v SIGN Mme t MECH. 12 CONSTRUCTION DETAILS 4. The roadway must be proof-rolled under inspection of the FUTURE WATER LINE — r RETAINING WALL engineer and Washington County when the aubgrade is complete PLMB; and when the top rock Is installed prior to paving, EXISTING VALVE & BOX G-- GAS LINE ELEC: t7 S. The asphalt concrete pavement shall be provided from a mix EL EQ PROPOSED VALVE & BOX �- I --- UNDERGROUND SERVICE LINE formula as specified by O.S.H.D. Specification vection 403.11 for close '�.:'. 'C', or V asphalt, as specified. The contractor is to v- EXISTING REDUCEREXISTING STREET LIGHT provide the engineer with certificate of compliance from the asphalt .' pavement plant unless otherwise indicated. pAMAM RWAMp CO”. PROPOSED REDUCER 41 PROPOSED STREET LIGHT 100 WATT, 20OV, HPS SHOEBOX STYLE LUMINAIPES MOUNTED 25' ABOVE ROADWAY B. The developer shall install street lights per PGE option V. PLANS BY A/E DESIGN SERVICE d --♦s PROPOSED BLOWOFF —X—%( X- SILT FENCE 9500 S.W. BARBUR BLVD. OTE 300, PORTLAND, OR. 97219 (503)245-1131 - --❑ WATER METER POST CONSTRUCTION SEDIMENT BARRIER DRAwYa TME — -0 C.A.R.V. BID--BAGS BENCH MARK INFORMATION: COAw R I EXISTING MANHOLE & SEWER A BRASS DISK SET IN CONCRETE FILLED WITH METAL AT _ r'�aarr" PROPOSED MANHOLE & SEWER _ GRAVEL CONSTRUCTION ENTRANCE THE INTERSECTION OF S.W. 150th. AND BEEF BEND ROAD. "aQE T LWASHINGTON CO. ELEVEVATION = 250.135 BM 757 BEEF BEND P.U.D. nscnN Co,C Send B Beef uq v SFPr p` FUTURE MANHOLE & SEWER stMsa W. DAM aNtT:r W. Apadmof Send Co 0 06-19-96 Il 1 o 12 SHAIDP� OF 12 "PRE5 10-91, IA1A Crn rC AC CII C Y n4-Gn7-on /C /n(o\ it PRINT R TYPE lIIII + lIII` III �III I �I1��f11111�11bIIIIIlll �T11J1IIII VIII IMAGE IS NOT ASCLEAR STHISNOTICE, Il( Tl ( IfjTiTr � lDI1III1'IlIl ( I ✓T IT IS DUE TO THE QUALITY OF THE Ne.ae e•�4pq-- �/re , " ORIGINAL DOCUMENT B UL LL LL �L L 24 ►L B LI t6I L t U[ Lt t t t Bt L[ It t II8 L U Y 8 L is IIII IIII�IIII Ilil�llll IIII�IIII Illl�llllllllllliq llWlul I�III Ill�lu III III ll l 11 llll�llll llll�lll 11116u1 IIII�IIII III�IIII IIII�IIII Illllllll Illd�lll lllllllll Illllll llltlQll UI 1111�N1I i �� • \ \ / 1 - • •a •• •• . r • • •• « 111 - ,1 r "L •1� a / / \ \ / 1 ' ' jA 1 -� X 004 2+00 I I I I 1 4 Ir rl i 1 alt 1 �' 0 Id 1 "• 1 0 is, m m 1 o 1 � t 4 •Jw 430 Z t • t ' 1 • e ♦ •J? 4" 1 °' � rel I I' 1 1 � � e 1\ 1 �' • � `� � � • e>v '� -- `♦ f 1 , 1 - • 1 1 • • ,\ r� •` '440 o t ♦ ri ? acv T \ r of rn ! 1 A yK \ t \ \ ••\ ♦ J4 0 10 • It•� %14 � w /, ` o �%✓//430'� M w ` . * • 1 ♦ ♦ r� �— ~` D 426 `'` r • ! - \ �� fy r+ w Jv •r • •• ••♦ •♦ - ♦♦ ( p Jo LLr•, r•, \� EROSION CONTROL PLOW NOTES OLT • • • a �' ,• •'• • ♦ •♦ P tIZ 91r • APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (E.S.C.) PLAN DOES }3, r•�•y d e ` • • t y a •• •• c7 m 1J1g1r a � f r1oT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE 1 '< " �� A \ • + , "• • \ +,. 0�\ (-V\;V •• DESIGN (E.G. SIZE ANO LOCATION OF ROADS, PIPES, RESTRICTORS, «fit 1 l a >: r • • • • «". "' .' « : •• •• • 1 • Q• • 7_ O r • CHANNELS. RETENTION FACILITIES, UT)UTIES, ETEC.) l 1 • ! s • /� 6 a �� ay ,/ ♦ /� a r °1 • •• •• •w ' • • r '� • THE IMPLEMENTATION OF THESE E S.C. PLANS AND THE CONSTRUCTION, 1 • .� r i r • • r • • ,• ' �O MAINTENANCE REPLACEMENT, AND UPGRADING OF THESE E.S.C. « r ` + a " • a y ♦ • • •♦ •• r FACILITIES ARE THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR W' • ' « • is • • Y • ♦ • �. •• \ • .� UNTIL ALL CONSTRUCTION IS APPROVED. • ` •`� • ♦ • • ♦ � OU• �'"� \ r \ - • � + •u ° •• ♦ ♦ • $ " 96C \ • THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PIAN SHALL i \ . �, A • • • •♦ • ■ . . . b6f 8E CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING •t�Y • r'0 J� � •• . •� • � THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED I • tet, ` f' J d '• • . • •♦ •• H • p6C CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE �,r ` ' 1` \ • « 40 � �0 •< •• • • ♦ w♦ ` . • o " . • ' MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF (�� • °\ r ♦ J� s (� • • 4 •• ♦ CONSTRUCTION. _ ''� \1 t • ,� �p G,�� \\ 'a . • •` , •♦ / / r '• f • THE ES.C. FACILITIES SHfi1Ml ON THIS PLAN MUST BE CONSTRUCTED IN 1 \a p • CIT J� .� `�� c� •• / 'r t ' In CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES. AND IN My3 6� W a o u! •�P F-P ,. •♦ •• ♦♦ •• r •• �� SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT �4/ [ •� ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER �• ♦ \ •\ \ \\ � •< mac?: �`� r QJ�� `.�'V•" Q� ' _ ♦• ••♦ '• ♦ \ ••,♦• � _ e� +•" • r .+ .« • • STANDARDS. • ♦ Z r / N S • • •• •♦ cp,"' THE E.S.C. FACILITIES SEOWIN ON THIS PLAN ARE THE MINIMUM • « / ► * " • • • / w • G " REQUIREMENTS FOR ANTIUPATED SITE CONDITIONS. DURING THE a ` iD _ •♦ . • •• / •* < w .qL^ CONSTRUCTION PERIOD, THESE E.S.C. FACILITIES SHALL BE UPGRADED AS F-� NEEDED FOR UNEXPECTED STORM EVENTS. AND AS HEEDED 'TO RETAIN + « �i + . • • ~•w /� SEDIMENT ON SITE `• • e+ sl / ♦ • • • • •+ * I • THE E.S.C. FACILITIES SHALL BE INSPECTED DAILY BY THE 1 I • • / • w ♦ • • • ar APPLICANT/CONTRACTOR AND MAINTAINED AS NEGE^aSARY TO ENSURE � �r • • • • " t • $ • CONTINUED FUNr.T10NING. / �/ •4✓t • �• ' — �_ 4 ••• •'• • Nw * ' • " •• . THE FSG FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND I C\ ` ` \ •• •`r i yr'` MCII.OMANG A MINIMUM OF ONCE A MONTH OR MATH,N THE 48 HOURS \ • --� -�` 1 \ • i • t`+c . td '� ` - `X / •• • ��' f •+ tib' —. • AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMEN- BE ALLOWED TO ' • • *• • ♦ • • NOTE- ACCUMULATE "THIN A CATCH HASIN. ALL CATCH BASINS AND _ wags Or mte Har is CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE BIOFILTER BAG INLET BARRIER \ • k$ x � <• •.' •+ * �. ' <•. ' ' " ' �. . • a ♦ • \ 'saaan uw au r C.-EANING OPERATION 91ALL NOT FLUSH SEDIMENT LADEN WATL•R INTO PER FIG 3-7D TYP - r • ♦ < • ac,G Ira srar•a o:ar.tovo r �? \ V ` p . � » . ,` •• ; * / aa«a PER t•a ntE DOWNSTREAM SYSTEM. L/" s • • \ « ?� 0 � --�' _ \ i •9, � .' � ' 'a s +• •� � \� " e� �+C • S7ABMJZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE y , ♦� , • } y4 BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE ,, ♦ 1 k9 ^w e1, \o • tc,C THAT :'L PAVED AREAS t,RE KFPI CLEAN FOR THE DURATION OF THE I ° a '�`� " t*\ e .•. r r"" \ PROJFC . I I I 1 d + dc' • ♦ 0• �\ \ �• * \ -ft, 362 ..+"� • THE CON RACTOR SHALL SEED ALL DISTURBED GROUND AT COMPLETION • ti , , *� ♦ ♦ jg r• r""' 'grr► OF GR4U'NG. (SEE HANOBCX)K FOR SEED AND FERTILIZER MIX AND % A G > ` -�+d 0""•� \ / r�� APPUCA'TON RATES.) % 11 "7 w N ri. • �/C ' •'� L\ (j ti \ w ~'+r Jag . � /r .• • THE CONTRACTOR SHALL REMOVE SEDIMENT BARRIERS IN ROW WHEN f �* 0� ,0 `' r �, •♦ } J� ' GRASS IS ESTABLISHED. cP 3 t � i to °`o J4d ."' Q�,J MY WET WEATHER MEASURES: GRAVEL CONSTRUCTION ENTRANCE � � m `j S ••., f .,• aw w _ ��''^� PER FIG 3- 1 A �TYP 1 - 1 t ! • 8 ♦M r J� \ "�.. • THE FOLLOWING SHALL BE USED WHERE AND WHEN APPROPRIATE: t 9S `' } •• M _ ww } 344 \ / 2' MIN STRAW MULCH COVER (SEC. 3.3.7) 1 t, a♦' l� <., / y , r ' ♦* r, / .w 340 4Z _ , .. v �w 6-MIL OF ASTTIICKETS WITH ANCHORS SHEETS COVER (SEEC(3 3 )S.8) o «t• \ SEDIMENT TRAP OR POND (SEC 3.3.10) I % qTF \ ♦ } 3,34 R \ rn 'r /p ' 9 !� f " 330 SEE "EROSION CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK" PREPARED 8Y II `�` X �(^ >th �C�q yt` \\ ♦ • a ' f r •""'"''« \ 3 `"' ' r UCTMN ASA CITY O PORTLAND, BUREAU OF ENVIRONMENTAL SERVICES. AND WASHINGTON �� M Lam_ •••,,.. 71�-- Figure 3 3D rni ! 1 r �� ..S + J?g \ — _�_ COUNTY. DEPT OF LAND USE At TRANSPORTATION, DATED FEBRUARY, 1994 FOR � �, y ♦ \ � �` wr Jz4 / Erosion Control Plans BiORItef Bags RECOMMENDED CONSTRUCTION SITE EROSION CONTROL MEASURES. r 1 �� o10 4 ♦ w \ \��� `� � '#. Technical Guidance Hondbaok Ditches k Swales t 0 �1- 1 i t 2�C^e' a ,,k i ` \`'��`= �''�t ~v J?0 ... --- ----- 1 1 1 2J r a +♦ \ `_ 1R// 379 •w"« t♦°, � �- � t9 r'� � •t �' ° '� + ,"1♦ �_./x •. ,��`�'�i* v' J 3j431e � -"'� / TRADING NOT�L V Qf ISL t s1 LS2S�rs 0j; 132 9[ wr, ` • r �rn ` jhe following ` °♦ w► �' w . Jr0 • / S.4 �L_fills. A n i I in ► I C Ing�y _9 -�"".. r"`i .rw.. v ' ♦•'. `. J08 ` "••- ';✓ 1. Site Preparation _ �gl_ '♦ col S' ` �X •'« ^ �'�•« a. Prior to beginning construction, all areas of the site that will receive " • a x - —w �"'"i x x" i'�"'•'�x X�,�X od° wQ foundations structural nil floor slobs or pavement should be etrlipped of q topsoil, rooks and unsuitable tills should they exist, i.e., excavate to «•• J �q d Lam.' • non-organic, native undisturbed moll. s� o I �+ red +. It is recommended that most areas of the site be prepared during relatively 1196 1 �o , dry weather. Due to the high silt and clay content and moisture-sensitive I � 8g Qq - nature of the soils wet weather construction is not recommended. P 2. Dry Weather Construction .( If the ex ovation contractor disturbs the resultant subgrade (primarily SEDIMENT FENCE silty soils during stripping operations, we recommend thot the stripped Radius = 2 5' min surface the t to in all pavement and till areas be scarified to a depth PER FIG 3-2(IYP) Of at least eight inch 9. The scarified soil should be aerated or wetted as nec sscf 'Zn recompacted to at least 92X relative compaction (AASHTO T Clean Pit Run or 2- Minus Gravel 1808 Even Burin' dry weather It is possible that some areas of the I/ subgrado should ecome soft or pump because of the potentially high water Subgrade Reinforcement /J table below the site. Geotextile, as Required Provide Full j Fills -- 8" min. Width of 1 depth ingress/Egress Any fills on this propct should be installed on o subgrode that hos been 00+1 If 1 Area• pprepared in accordance with the recommendations M section 2. Fills should be installed in horizontal lifts not exceeding about eight inches in 1 thickness and should be compacted to at roost 9211 relat'lve compaction for silty soils and 95% for sands and grovels (AASHTO T-180) V' SCALE T •20' min. for single family and duplex residential Durinq dry weather structural fills may consist of virtually cny relatively Ia1 GRAPHIC SCALE well-graded soil lnot is free of debris and organic matter and that can be Erosion Control Plans Figure 3-1A 50 0 25 50 100 2D0 compacted to the preceding specifications. Technical Guidance Handbook Grovel Conetructlon Entrance ..■ �- _t--- r gI! c�runi tll}g 2 of str�plgg material Is to be <a9 1 1 O 1 ►- --- p� "� 1 ( IN FEET ) 1 1 inch = 50 ft. fib` s$t�lie BUILDING AND IINISH GRAOE ELEVATIONS MAY BE MODIFIED r; 'ca{ I IFtD TO 41MIST TO UNEXPECTED CONSTRUCTION CCNdDInONS. CATCH BASIN AREA DRAIN i � Y� 6 t FU IAA.\�^��s'�1f1w11�A\�_f11T� �I1M7�f�1}N!'�A\1R1 �/�I1I�R\�f ►�1A"Ia1�71�1��11Mh� +UtlAiili VJ1M/r�isK L �iifL71iiI 1i LL CORP. iIN I- LANS BY ASE DESIGN - RVI(,I - LEGEND 9500 S.W. BARBUR BLVD. SUITE 300, PORTLAND, off 'a 7219 �n ' ' a', l l '•' NORTH - � DRAWING TITLE GRADING & ERROSION BIOFILTER BAG SEDIMENT BARRIER PER FIG 3-3D r--•--" EXISTING 1' CONTOUR � Et CONTROL PLAN PR(�Rt�,�'(� ` . . . .. . . . . EXISTING 5 CONTOUR C3 BIOFILTER BAG INLET BARRIER PER FIG 3-7D t ; b� -- _- - —__--_— _- ��� f1+� NEE'•p "/ PROPOSED 1' CONTOUR �Ar� � -I E PROJECT LOCATION CO. �•�•�� PROPOSED 5' CONTOUR * �» ,�r P5 tl HLIF HFND P.U.D. 4 : :F +11 SEDIMENT FENCE PER FIG 3-2 GRAVEL CONSTRUCTION ENTRANCE PFR FIG 3-1A stcTlnN A A �A SnREcxxt I I'4 RUT t I , , RI VISION NO DATE SIIFFT Beef Bend CourtRJTQJ eP, ___--.----F-�Is 3--7� I �� Apartments •I IT --- -. -- _ — - 0 6--20. 96 2 of 12 Erosion Control Plans B1of.Iter Bags - Temporary Erosion Control Plans Figure 3-2 AID Technical Guidance Handbook Catch Basin Protection Technical Guidance Handbonk Sediment Fence )� 12 EXPIRES -30 96 %AIAC`f%n !'•C`AC CII r u nr. Cr'1n nr% /C• /Mf CN � TIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� � I NOTICE-. IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I I I I I I I I L I I I I 1 1 1 1 1 1 11 111 111 11 I 111 III I J I I 1111 1(I 111IIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, -I 1 I I I I 1 31 I I 14 I ( I I I �� I I I ( �� ITIS DUE TO THE QUALITY OF THE __ No.38 0"��„�"!^ ._ ._._ ..., __ -r---- -..--- ORIGINAi.. 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WASHINGTON CO. OREGON N N _ r+ SF Beef Bend Court \ - i— x -- X x o + _ r + ( IN FEET ) REVI'iION NOO DAfE 5E1EFT N0. BeApartments X 1 _ _ i inch = 50 ft. 0 05 29 96 s of 12 • `Sh A I D�ti� OF 1 2 1 VV IROS -30-96 WASCO CSAF FILE # 95-692—PD/S/D(R) 4 ... nr•. ,..+, FIrl" ., •aYARa,a ...a«. . ..•"...<rn, -. .,.. .r-.,..« NOTICE- IFTHEPRINT ORTYPE ONANY rlrllr III III III III III I I III III III I I III III III Iii I�I I �I I �I III III III III III III III III I I III ISI III I I I�I I�I I� I I I I �I I�I Ijlllll I�I II ! III IIIIIII III III I I h�__ ► �� ! _ _ !_ __!1 � ►_.� 4� � � � 5� ► � � � I -� � !_�_� �_ _ � l � � � I1,� � I1.1 � i � � hAy AGE IS NOT AS CLEAR AS THIS NOTICE, E� 11 IS DUE TO THE QUALITY OF THENo 36 T I ORIGINAL DOCUMENT - — — £ 8Z 8Z LZ 9Z 9IZ 6Z EZ Z TZ UZ 8T N [ Lt 9t 4t ibl bt �T l�TI �T 6 S L 8 4 � �E � Z taltl,l,l IIII ►III IIII Iilllllll IIIIIIIII IIII III► IIIIIIIIII�II�l�lllll�ll�lll� ��!►I�I�IIIII�����IIIIIII�III �Iillllll►���������i� �� ►�I� �I II �� i IIIIIIIII�I III I►��I I �I����il � ��IIi�I�I�i���1� ���►I�IIIIlllll�Ill►ILIILI�IIII����1111�11111 I , �11I uI Illll I u 1.�11I1. u III�INII • f Y •.• F .h• b . Y 0V tt I r M• •`� NORTH " r• :1 Igo!•` . \ " f' l i ••' . / •....., ,.._•....-.•...,,, r"` Fes_ Ind 1 , ♦ y / • I S.D. LINE 93 'r. 1 - - «• (�s �•4 �• ,I 1y • SEE- Sy. YA� , 'wl • .• • yf Y • •i Y � f vp • Y .41 • • Y • �* 1 �•�• �• �• �•• ' .^ it "1: 1 •�'.� �r"40 1 •�w�r�rl/r• r / .D. LINE 02 �' � 111 GRAPHIC SCALE r►J ►� �t i.•••1 J If 50 0 25 50 100 200 h„T i 1 ` 1 N. 1• u. • .1 If ' 1�\ H Ol C . .1 ., 1 ---- -- - IS ' , �� �!` F \ A + 9.46 LIN 01 !"+'; ,. �� \9y� Si STA 8+14.77 LT 30.43 -� '--- ---------- ` % _ _ IN FEET \ '� _ ,,...M rte, 9 y�� osC,B o1E _ �' k 1 ( ) \ Y ; 2» WATE ap , • - _ % ? USA NO 370 ' 1 1 inch = 50 ft. r� -� • �. F, +" ST. STA 0+51.95 RT 20.20 5' illt�4 RE ASEM _._f '1 / ,•t ATA: 3 t. ��" - RIM = 255.18 SDAM+018 �1 1 � i/ IF OUT = 252.18 �.� ST STA 9+83.73 LT 30.00 1 - \ ��,,,..••"""""Y TERLIN - - _ 1 , •'� r tri �.+ / . 34.S8 LF 10" C-900 x : ' _ PUBLIC WA _ - I 1 *y�4%% L \ -'+� S = 0.1120 tr. STA: 10+47.43 --- _-_- - .e 1 0o OFFSET: 1.12 L t� _ - _✓ ' _ - `_ - , s i � 3 9F E \�. END CURB3C0 ST. . '•4 - _ _ - __ +--- r '� I � 1 - - - - _ *•� r I s c STA: 9+2 .60 '1 _-u J► ` ST ST Ip OFFSET: 21.00 L � ;CJ 6 1I 1 1 ,-_ - ___ - . _ _ 1 __ ' / v r tib•»1 1� � �r G RSI E) �. �--' �,. , •.• __ � EXIST. __--+ -- � _ ' a W-V v �'� 11 TA 3+ LINE 0 r ---- STW P + -- 8 - rI -•• fp' 1 �� I 1� 30 25 LT -%� CR 0 " "� f _ ---- r -- - + -- ' -.� n vA SD A-611741 ' 40%,� 8 _ 1y SAOL' - - - --___- -- - " -I. , _._�- 1 • !/ ,f'�• V n 'STA + w • 4 -�[' R 3A/ - . Y. _ - E , S e . . LI �P i16� .21 LT 4 SAF'- ASH R �- AM- _ _ __-- -" + -+ -. RB , .. ` - SEE SH. y 0 ay.• , (I ►�' 0 47 01 R M m �` ,b I 4.0 4 _ ff ir 1 �p 'r«� 5+79.47 • I �i OF F s si y 1 do - '/ t +g .98 4.017 wew� 11 01 ST ST55.42 4 382 ---- k.OD _._ ",- ....-`...."• y. _- ,'-- $ - - ' / j �►"1 y • .s '..y t",• k_ �B 1C SO _ " t *� 06 CURB CURVE DATA .,,:•- _sit f- ,.-,_ 000 SO M1 i OIL -_- ,,,,•..rte +- - �' c�` o d _ OFFSET: 3'00 R I �TA�+�T;d3'Zl�-j5i --- , ��' - S �"" w _ -- $ x + + (n �STA: 8+48.20 r � r� �A �+ --- _ - STA: 6+76.95 OFFSET: 2.43 L 1 ST STA 2+13.47 LT 40.68 f' ~+ "' fi - � 00 o tN OFFSET: 10+2.7.81 T: 3.00 R U`� Q II I 1 t ,_ �'. ,,.,,, •.""• �.�'_ - � __ r _•,_ ►- � I 1 OFFSET: 3.00 R / « ••""'' '»c i- ' � I STA: 5+99.59 _STA: 6+47.21 (n V) > OSCE 01D OFFSET: 2.92 L STA: 7+76.95 _ �_ USA NO I _ - REMOVE EXISTING PIPE OFFSE I: 3.00 t, _.•- „ _ _ ;;,;t- OFFSET: 7.67 L �)v' ST. STA 0+29.97 18.65 STA: 6+17.66 R IERI- E" - -''.1 OSCE 01 K Q I +� .. - E�r1§ +•I - I U STA: 4+68.17 OFFSET: 3.00 R RIM = 254.91 1.J !a = 15'00'00" = 105'00'00" OFFSET: 0.00 R IE OUT = 251.91 OQ R 30.00' R = 30.00' SD OUTFALL OtA _ 12.51 I_F 10" C - 0 � T -- 23.02' T = 39.10' ST. STA 3+45.17 LT 20.0' w + LIN 1 \ `- `,,,.: RIM = 257.68 S = 0.2862 , ST STA 9+69.69 RT 69.51 l 39.27' L = 54.98' .•• r _ --�- IE OUT =255.13 REPLACE EX. \r w •,,.• • 8 - � ' " ^ � 2...50 LF 12" C-900 PIPE WITH � - • _- LOW POINT ELEV = 257.75 S = .005 2-36" C76-C 3 LOW POINT STA = 3+45.30 PIPES TOP OF CURB ELEV.- CURB RETURN TOP OF CURB ELEV.- CURB RETURN - OSC O*fi1 RECONSTRUCT EXISTING PVI STA = 2+20 HIGH POINT ELEV 258.19 7+76.95 LT 21.00' BEEF BEND 8+76.34 LT 21.00' BEEF BEND =+49 0+39.94 LT 18.00' 0-165.66 RT 18.00' A . " 4 L PVI ELEV = 257.00 HIGH POINT STA = 4+79.75 -- ST STA 1+94.60 LT 20.00 A.D. = 3.52 PVI STA = 5+08.34 K = 99.41 7+76.95 ----------- 255.52 8+76.34 ----------- 253.49 8 I 350.00' VC PVI ELEV = 258.44 PVI STA 8+28.35 p/4---------------255.25 A/4- --------------253.92 = A.D. _ -1.69 Q/2--------------254.98 A/'L----------------254.51 K = 82.81 PVI ELEV = 254.63 LOW POINT ELEV = 247,19 36/4----------- 254.91 3 A/4------------- 255.18 0+39.94 ---------- 254.98 0+65.66 ---------- 255.85 _ -� 140.00• VC --+► A.D. -1.58 LOW POINT STA >s 11+94.10 In NK K = 82.ti3 I PVI STA = 11+45.34 ++ (D 130.00' VC PVI ELEV = 245.85 0 C14> d O A.D. = 4.14 in ou 0) 00� o to K - 70.01 ou la'1 + (r) M � a6 r.,: to 0 I I I > U V) "' N �+ �' + N M 'ri - - 290.00' VC -- a > m m - U In J Q w Q W + N N-) 00 00 W Z Uj L..I ►- J n rj N 1 O O V) > U U C) to W Q W 000 N M n M 265 . . (+v fr w W > m m > > in W \a) o(D °° o ao '? W N8 D d M CU c� > rn d 17 N w U u d d .�) 265 3n'y a - r o d U m m J AON N W O N U U W + N 260 )-I'r� s N q tom X v)U) > iv w N 1(J . . . . . . . > II > ! �� --- 0.50% r �{ V Q w 260 m CA U N r ,) > W1;1 0- 255 vi vi P_ Q z 77 , J O z rnc� : rn rn - - . 250 +W a + o,21 0 _---- t`) r` m0 00 W_Dm 0 i 7_ O i _ 6L 243 S.W. BEEFBEND ROAD -� TRANSITION UNLY ON LEFT CURB - - SCALE 240 I" r 50'H 0% � i � Q7o 10'V 0235% F em00-��fi 240 235 1.5� T I 2.35 in Ln d d N O a) 00 30 O CO 00 (n O _ 0) m (D pn O t" d I"' C-4 m (O t7 O)00 d' V d d CP M tD O 10 CP N D f` Cq In t` r ^ h r r'. • . r ^ P� .d - d V d M M7 d t0 lD a0 r) ,) (D (T N d' trl t` O a° t` 00 h (D tD tD f' Lo 'i (n (n d a} rh ri (V CV O 0) • 01 W aCi I. r` ri ^ r ^ !� aD Op a1 qLn j Oi of VI ofkn Qi O tn to inIll In T) a) Ln (n (n In u-) (n � to (r') (n u7 to Ir) � In to U) to (n (n (n (n to In (!1 In' (n r' (n d •�t d d (n d d d d d d d d d d d 4 C14 KN N N F-4 C14 C14 C14 N Nv (V N N I N N N N NCN N N N ) N N N N N N N N N N N N N N N ) N N Nn Nd Nd Nd N `r '� d d d d d dd d d d (r'i N '4 (V NC14 N ) N N N N N �� N N N N N CA (Vry Nd Nd' 0+00 0+50 1+001-- - L-- 1+50 2400 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 1.4 00 7+50 8+00 8+50 9+00 9+50 1O+UO 10+50 11+00 11+50 12+00 12+51711 13+00 13+50 14+00 14+50 15+00 c� z W J N O X 00N m 04 N Z 2 d uj Wn O J W J PO • In (l1 � Uj (O OF Zf" n WJ ZN N 00� Nd O� t7 -) -J`r Z N f`d to fi d Zp cc w):�(n(n _.1 d- Na (DNLOK'),n �z N(o(D H CJ J to to J__. } to U7 O,� S { O d N J N v0 a0 J r) .�d(p)n N O(� d N 0 0 to•-(n II 0 (D't rj () O _ CONN ON tON tl m+ ( +aNN r`�NOin inNN Ztn O LA-1 1� (h .} = f ¢N II F-• r- Ln II =Lr')N ~ 0 + �} co CJ O ;z N t7i 0 II � v�-i I! z� +at`nv U� EXISTING GROUND O CL PIPE � � II z_O o�►�ODN It it (O 01)o(-)(j v -J CN � +aN� QQ -O =rl-- II D oQl- +¢N IIS)_ 1i '�(ci(On (Ddnt+jrNir�It 01.- r`- rnF- II O V) ►- -WW (n z_o -FINISH GRADE O CL PIPE to tno±�1W Xn - II n._ U-)C14 II �.-( N , rr 2 70 <V) 0. . 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LINE 01, . . . . . . . . . - S = 0.0ozo RA `MAM 'Y CORP. .- ,+ ---r-- -- - +-- -----«--- -- - --- --- --- SCALL. . X24" r=900 - _ PL4A-N-S_ BY A-/E DESIGN S-E--t--Vl -(,E = 'H 40 . 1- 10'V S.W.SR ULVD SUITE700, PORTLAND, OR. 97219 (50 3)245-1-13-1 240 DRAVANG TITLE CASS C BACKFL1 -------- CLASS D BACKFILL - B ROAD A & S � 235 STORM DRAIN LINE 01 _PLAN AND PROFILE f'� PROJECT LOCATION N (n N r h (O d f7 ao N rn u) r) ,n to ao m m rn N r. c) r- (o 117 N (A (h (r) q) u) In d WASHINGTON ic-4 (14 6 iN C14 1'i (V (o in u) o v. C U.o (n (D (D w (O (D ID (oO (o to (r) (D n (D to in uin to uBEEF BEND P.U.D.N N N N N N N rj N N N N N (-4l N N N oRFcoN '- REIISION NO DATESNEE T N Beef Bend Court e f �- - -- - - ---- -- -- - - Apartments 9+ 1)0 9+00 8+50 8+00 7+500 7 100 6+50 6 1 00 5+50 5+00 4+50 4 1 00 3 4 5l. 31 00 7 150 24-00 1 150 1400 0+50 0+00 0 04--19-96 4 of 12 Al - OF 11 1_xPIRES -30-98 ) WASHCO CASE FILE # 95--692-PD/S/D(R) am )11 ... NOTICE: IF THE PRINT OR TYPE ON ANY illllll ! 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I • • • • .. • • • • • • -- 170.00' VC -- N n PVI S1 A = 1+89.62 INSTALL SRTEET LIGHTING TING TO PROVIDE •• • tO N 25 MPH STOPPING SIGHT DISTANCE IN SAG „ , PVI ELEV 310.5Q70 , , , •, • • . •• . . + � A.D. = 12.50 , , , , , , a > K = 13.60 PVI STA = 2+89.62 • .•• •• • v~i - PVI ELEV = 308.0070 PVI STA 4+96.49 ...-_.-__ -._.- - _._. -.__-- _-_.__. .. _..,,-_--.---.._...____. -.__. __._.._.. _ _ _,_ ___ ,__,.._ _....__ -.. ----•- - _... -__..- _ . `r r �r- w A.O. = 2.00 PV! ELEV = 306.9727 I , t ..1 I I r- . . . . . . . . . I I . . . . . . I . . i . ... _� _ ._._I.__. . _T_ __ . __. _ . - . . . . . - . - -T-------7____-__. 470 i (. 7. I . . . . I . � � . . , . . . . J . I I I . , ,,. ., ,, . ., ., , , , ,, t ' S! j Z K = 15.00 A.O. = -4.49 .�.�. .� . ... . 1.• •@- ;. . .,I . . . : : : : : : : i : : : : : I . . . I . . : . : : i : . ( . : . . . . . : . . . . ; . . . { . . . . 1 . . 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I . . ; : , I . . 1 . . . 1 . . . . 1 . . . . 1 . . . . . . . . , . . , ; . i . . . l NZ - :_. . . . . . . _ . _ . . : : : : . . : : : : : . rn X N O o _ ._._._._. ' . i - -.. .+-- - _ - ._ _..__._ ' ...-----� -...__. --- . . _-.. _ - 460 __ I ._. _.. _.. .. __. ' .. .. - - - 1 I , , � 1 %♦ "� �w N ,,;, N ^ ! } .� : . � I rt . . . . } ._ - ... __. �_ -__ . +. . . - - I t _ ..7. .. _.�. ._ _-i. . - --t - .- ..--f---_ . _. _.. _ -_w._ _.__...I_ _. . .._.�- 460 `, VZ �. . . h. ! O 1 II I I . . . j ' i , . . 1 '�� . . . . . . . I . . . . I . . .-� V } z CD _ * �, it f . I ; _ j I , �_ j, . . L n { a�` ►a- wa N no a I : * v I . . I : : ( : : : 1 : I I � : : � j : : . : 4 : : { : . , : : : : : : I : ; . I . . . I . ! : I : : : I f : I . ' . I : : j : 1 : : : : � . . 1 { EXISTING FINISH GRADE m� ,'� + q _ _. . __.. ,... . _ _ ... _... . { �. I ' { � x L_ I. . . . _ _ 1 1 , 320 �. to > '� 0 m' ' . 1 . . . . . . . . __ _ . (;I � .. .. . _.� -..._• ;- t - _ .... .... t...: .. .-, - - . - , . - _ : L . . . . _ . _._.. _ -_1. _ - - +. . .. . _ � . `` ►� N , 320 . . : : j , 1 : : I . : . 1 : : : :�. I I : ! : : : . : I : : : i i I I ! j I : I : . . . . . . ( . . . . I : . t c, w w a > j 1 I I . . . . I . . . 1 I I I . . . , . . : . ; . . ( . • 1 . . . . ' . , . . . I . . I . . . . . 1 . . . 1 . , < , I `� > u 'EXISTIN GROUND f N J . . . , . . . . , . . . . . . T. ._. _ _t. . ..._. .- ..._ _.- ---..._ __.. (( 450 ; ..: :.. I - _ - - 1.._ ._ . ' : , I ( , , I 1 __ -._r 450 . ?W tO CENT RLiNE - � . , . . . . . . 1 1 , . . I . . . . . . _ ( _. 1 f . 1 _ �._- _.-�.. �. ,, `. FINISH GRAQE m L>iJ > ( j ! : : I ,,!" ' .�` O'CENTERLINE of W 390 : : ! . I 390 ; j / ,. 1 .� w ._...__ i .. _._.. . . . ._. - .... � . . . . . . ___...-_ .-_ . - . . . . . _ I '� . 3 0 , .` - t : f� 310 1 _ . . + : : : I : : .-� ! j �' . . . i . .;11 I . I - �- _ - _ _ I .' .;.. . . . TRANSITION TO �4 9g . . ... I - - + __ -- -- - 44Q _ . ... __.- .- 4_.-_ _... ._. . .. _ . . . . ___.. _. . _ . . . _._. .. f ---•___i_-. __- _.- _ _..: _- -. ,-...-.,O,- .- - -- ------ 440 1___ IRAN. T -}- FF SUPERELEVATED � - -4 . : . . . . . . . , . . : : : . . . I .i 1 ' Yi' /�' I SUPERELEVµ1TED ! , r , . OFF,SET CR$WN SECTION SECTION SECTION \ . 380 380 I . .. . . . . . . I ... 4 . . . I �'1 e� . 300 SECTION : X +5 \ I i . . . . . . ... � . . . . . . .- . . .,' ! _ QZi +5. ,OX 300 j l ' i I_ .... _ . 1 . . . . . 430 . 1 .. _ . I_: .- -- : : . . . i . _.- . ` ..: .. 1 _ / / - 0 . ... , _ . . . . . . . . -- -_... . . . 5x e=O.OQ�69G/FT -2.Ox ' : : : 1 : : I . : . . : . t 1 430 i i ! t . j I I� . . . . . . : i . . ���� 370 370 ' - _ _ - - . _ . j _ . _ . f . 0033 F, . ; - ,.._ _ _._. .-I - , t 290 .OX 3% '_.. S.OX' -5.QX -5.0% -5.0% 1290 : : . : ' : . . : 1 : : : I . . : . �..._...._... r _ . . : . . ' - f ' I i ; I ' 1 . . INS' ALL SRTEjtT LIGHTING TO PROM 20 W? F N OP M toN Nn o� OM O d� 10 r7 N ,+• - ,_,._.-. I . '---_ _. . : - , / 1 I �i 4 420 M N In N N N ,M tT 00 M f` M OO N M y. _ _ i. _.._ . .. , - ... o n d ei 0 o 0 0o p o r* o^ o o°'� o n °'r' o'6 o c6 o o`* 25 MPH STOPPING SIGHT DISTANCE IN $AG ' ; . I t . , . . , - . t P7 th M P7 M rn, M 0 P7,� P7 N� K) in PO') P7" prl n,, M,� P7 t7 n ( i , , ' I I 36Q : i t EXISTING GROUND LEFT O R/W i� �� , : I : : : : : . . : ' : . . I . . . . f : . . I 1. . , . . . . 3.60 ! ' _ ._ _ _ .. ... . . . . _ ._. . . 1 r- � _ ' ,� 1.. a._ _ .. 1._.__ -- .-- ..r'---- -....,.. _ PVI STA = 7+;92.64 1 . . , / l . . i :. . I t - -.-- - - t 1+50 2+00 G� 2+50 �A 3+00 3+50 4+00 4+50 5+00 5+50 PVI ELEV = 324.90 • I i. �� . • - 1 1 �� I I I I I / I I . , I O . . . . . . . A.D. r 4.x30 . . . . . . . . . I . . . . . . 41 U I . 1 � 1 , i tai ��w - I K = 13.54 I ; ; t y. ..I _ , .,. : I . . . . w.. .. . . : .. . . . .. . ... . .. . . ,,,• . . .. . . . . . . , .._.7 410 PVI STA' 7+38.64 g0 1 j . . `, . . ; . . ; . . . . . . i I ' , . : . : : ' �� S GLASTONBURY DRIVE PVI ELEV 31 23 (L NE f . \\ \� �C. 350 9 54.00 •VC fi i I . . . . f . . . . ; . , . . . I i ; EXISTING GRO!�N . . . . . . +� 0%0 ? �� . A. _ , ��'_ 0 . . ._ - I . ---...�_�-.-- j - :..:...__ . : .�. i.� . _ - ' .. . :_I. :._: '_. . �.: �: .. ,. l �� � : F1N15Fi. GRADE.d :CEWTElItUNE OP CENTS�L.. . ..__ _ .. -- . - _ F o� SCALE D). d 00 : . . . . ; . . . I . . r i . . . . I• - 5o,v PW STA s 6+84.64 K i 13.50 d ,�" : : . . . I . . . . I . . . I . . . . ; . . . . 1 . . . . . . . . j . . . 1 . : I . ✓ .' .' ,' `I . . _ ! : . . + . I . . . . I : . : : ,I PVI STA 5+77.55 pVl ELEV - 31.6.26.1 % _: : . : : : . : 1 : _. : I : : : : ' : .:_: : ..: : . : _ . : : : : ,' .0 : : , . . : ' -, EXISTING GROUND O RIGHT R/W b4.00' VC o`°, 400 , . ;._ . , , . P - , - . . . _- . . . . . . _ . PVI ELEV = 314;89 A.D. --4A0 + `,,� 00�� i, : : : I . . . : . . . : ? . . : : ' : : . . I : : . . I : : . : : . : j : : i j . . j l . . . . , 111 400 A.D. _ -3.00 K = 13.50 . . d Ih CO > %1b "I I ; I I 1 1 ; 1 / : : : 1 : : : . 1 : : . . . . ; . . . : I : . : ; . . . . : . . . . l _._. _ . . . .. .......-y___.... . _ . . . - . . ....... - ...--- --- T-- - --- , . . . . 340 , a : . O1 : _ ' ' .- 4 _ . , . ._ , I :-_: . , . . . . ; . . . . ; . . . I . . . . ' r . K 20 80 I 54:00' V m : ►Q- - . �' ..�.._ •3 0 + 1 { I 4 I I I I 1 { . , . . . . . . 1 . . . . 1 . . . . i .1 to N. V!cri w I 1 { ..._... . I i , , , 1 , ..�..._..._. i , , ; I I I 1 I 60.OD' VC d I ^ M, a ,/ t . . . I , . . . . 1 . . . . I` . . . . I I . . J1 . . . . I : . . . I . . . . . . . I �,.'� , . . . I . . . , • . j I . 4 . . ._. I - - I . . { . . . . 1 . . . . 1 31 Q . _ _ i i ; 1 ( I . m to > W ; i . . . . . . ! . . . . . . . I . . . . ','° . . . I . . . . . . . j . . . , j . . . . I . . . . I . . . . . . . . _. _ :-. . _.. .,..._..._.. ;.... _. . . , ,_. .. . ._._. ._. .: . - _.. , - _ ._ __.-_... 310 r- 0 d a __..__ I _.» « __ 90 I .._. _ , ' , ! ! , 1 . w 4 i r I . 160 0 VC: [�. ► I I ; . .'� �' •tfl r �- w ,. , _t_. 3 _ ._.__.. i.._ .,,_ _..« Y -_. , _. .. -- .�t,_. , - _ _ _ _. _ .._.___.� _ -J.�. ._ E__ _ _• _ _ ._.._ _ ._ _._ ��__ __ _ 390 . . . : . {{ I d. n + rt N ,;� , . . . . . . ' . . . I . . , . . . . I . . . . i . . . �r ,• , 1 j . . . j t-----. - �-�-- . 4 ! PVI STA - 4+51.44 oL6 .,n n I v0, .� �' . . { ' . . . . . . . ; . I , . . . i . ( . . . . I . . . . . . . . . I . . . �'. . . . . . . t . . . . . . . . . . . I . . ! . . . { . . . . . . . 1I . . : : : I . : : . : . . : I : . : . 1 . : : . PVI ELEV-= 307.99 ►� "� + M :� r) a U. ,It . : . . . . . : I . : : : ! . . : : I : . : 1 . . . . I . . . ! . . : : 1 i, ., . . I . . . . . . I . . . . j 1 1 i I • to I i A.D.•- . . . L, - _._. _ ..__ .� j . . . 800 r+ i'7 i7 Q 4Ji w °� '� /' i� . wr' : ._ .31? i- + I _r___.__1- �_ . ._. _ .. ! �„_' _ __ ._... - . - --- - -_ I-__ _. ..___. 1._._-_-, ---- ...r_�.._._-_�._r-. �-- ( ,-- I ___•-- INSTALL SRTEET LIGH IING To PROVIDE j : : : ' . . . . I . : : . I K t= 20.00. In W� > � w inn w > > 1 m ,/ I I - . . . . . I . . . . j . . . i . . . . '. . . 1 . . . , ,' ; . : : : I . : . : I . : : : . : . . : : : . : : ! : . ; . : . . ' . l+. : : : : . : : . : : . : . : : . : : : : : . i t { ►�-B aW U U U ; V U C7 �. . I . , I . . , . . . . I . . . . I . . . . j . . . , . . . . /,' j . . , . . . . . . } . . . . . . . . . . . . . . . . ! j 1 ­. _. I -.I---- _____ --A ~ 300 2. 'MPH STOPPING . 1 DISTANCE IN SAG . . .._._._ . _ - 300 N W > . > Oq• �f ; I . . . . I . . . . . . . I . . . . I . . . . . . . . . . . . . - _ • -- .. �. ... . W I -}-- i ; v W - . / . .._ . ...___ __ _ .- ._._ 8,0. _ _ - . _,..__ --,.-._. _... . -- _ ,�� ,r/' . . �_.._.__ .I __._____� . . _ - _._._y. __._._ �_.._._.. »_.. __..--- ----�__.__..__ _ .__ -�__M __ _ _--:- .--1__.___+_ ___ 380 M 4!. . O ,.' �_. 1. .�_ 3 .._ _+. i 1-_ _.+ I l f VI STA'. = 1 1 . . . 1 . . . . , . . c�> > .y •d. :� '� ^h' : . : . : : : . � . . . t 4 : : : t : : : : + : . . . i• 1 : : : : I : : . : . . . : I . . ' : I : . : : ; �t . � I j I I I' S A. - +55 i . . . . I . . . . . EXISTING GRQUND LEST O R/W w m m m ro /� OO°1• . . { ; ! j : , . ! : ! . . : : I : I : : 1 . PVI ELEV - 263.57 ; .. --_. :_.. i._.:, _ - _ _ : :..: 20. �S°r!t c� � ;� � �� ,' i 1 I ' I . . I . . . . I . . . . I ;'� . . I I . . . I . . . I I . . 1 l 1 : . . { : I : . : I : . ' : . : : I : : . : I : . : : ' . : : I . . . : A.D. 4.00 '+ . . `. . .. . . . . . . ./ 04P . . . .-' . . . .. t - .. .. .-.._..- . . .._ .1_ . ...- . . ,-.... . 1 - -.... - =.P_ .�t_ ...__.. _ I_,.____.. __ ...._ _ .__.i_- __. __._. I __. _..�... _ _ _ _ __ . _..._._.._.,.. _ _. . I .__.._.t_­.__'4.'..._' f _- K = °13.so �� " .� , �o° ; : ; . . : I . : : . { : . . : r . . . I : : : . ! . . . . I . ; ;•-' ' : `; I : : : : . : : . : : : : . . I . . . . I : : : . T : . : I . . : : ; : : . : i . . . . 1 . . . . ' - - I - I - I CA. . : : ' : : 1 : : : : : I � ' + . ,. I . . . . . . . . . . . . . . . , I /./. , . . i . , f , , . , i I , . : 1.�_�-. 54 I , , 1 , " �, s, ' I t. , ' I 1 , ' 290 . AVI STA F It02: 00' VC ........ ..,-_. -. . .. . _._ /y�r 290 ►� Y 601f , ! . ; . . . 1 . . .�.,��,� . . . ; I t . . j ; ; 1 j I . . . �.I // t0 ��+.. `_"•`.. .QDx _.. .5.09 ._. ---1 �,.r.' - .� _ .. _ �..._._._. .._ ..._ __. ._ 37Q. _ _ .t..___- +... _._. .-.-..._-__._ -_.. .._.. _. .:- ..y-._._�._...�_._._..____, ._...-. -__..- -- .--1-..»_... -_- -. ; . ...._.._v.-._._._.....-.1-_- ..-- : � �_ _ .. : : 1 T j . .�. - _� t- r- - 370 . ; . _ . 1 . . . PVI ELEV 257.90 %' of 1 I I . . .� . . �', " I . . . . . . . . . . . . . . . . . . I . . . i . . . . 1 . . . . I - - - . t . . . . . . . i . . . . . . I I- . I . . I . . . . , . . . . . . . fi. `{ I - , I . . A.D. = 4.QQ �' N p0� # I✓-_ - _ i 1-.�/ 1 �. i . . j 1 I I t . . , 7 ! . 1 . . . . t . . . . I . . . . r . . . i j I . . 1 PVI STA - 0+48 K = 1:3.50 N . . f X310. e/ ------ • I _ - , ., I . . . . . ; . . . . . . . . I . . . . . . /r . . I . . ; . . . . . . . . I . . . . ' . . . . 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I . . i . . . t . . . . ; . . . . j . . . . 1 . . . t . . . ' . . . , { if . j ' •b U "' '-- EXISTING GROUND O RIGHT R/W . , , . . . . . . . I . . . . 1 I I I i 270 . N `P Uw ..' : : 270. _. _! 1 1 ; ; I I 1 : I : I . i , I . . I . . i : ! I . . j . l t : : i : ; . . . I : If s + - - . r o N > m �r I I , . . . i . . t . : - ...I _. .__. 350 __ _. .. . ._ _.....__ ' - ... . _. . . . __ _ .._ .._ ._1 . _. ; ...._--'j-_ f - _ _ _. ;._ . . . - 1 ____ _.._.. -I,---- II-I 350 1 - } i_ _i I . . . . . . . . 1 . . . . ; Q > U �. 1 j : j I i . N w _ , I I . . I . . . . I i . . 1 : : . : 1 : : 1 _j M m C� i,, ,' a� TRANS. TO SUPER ELEVATION TRANS. TO , - OFFSET CROWN M r r. , SUPEREI EVATION . . . . . . ; 260 '' ! WWI" Il . . . :.. . ... . : . Lo I. III t -O 0 CO � • •• •• •. • • • • •r N ODS- O • • • • • • • • • • • • • • U '� • • r • i • ••• ••• �,� II aN _ �; a mU) n yo L o II w II F v p Z n to F-wW 1 Z N 7-1 UD 0 h U c'I� )n r.0 11)N rh n 0 nL7 f` N z 'n om0 IN lon II O`t0 II cv + +M 11 M F. Q r) T F- a)a II O ...T. .___»...... � rJ a�0 320 . .. _ ._... . .._ .. . �..___._._.�.._..........; � 3�0 z h o� Nvi,rw N cntoIY1.1w I 1 q,n (14 Q�N N N t1 - _- < Z O L Q�"yl F �� C� / ;06LF 310 . Q l z 0 310 - v 310 ; . . Q E_o I ip ,g = •0:0603 310 In(iW4.1 lOy rw �O)n� - 0- O (n U7 fYWw �� i' 12"ADS ao o`+°� II t +oma / �� b0.02LF =NMS OQO,N /7 O�' i i i II O qN II f �� 60 / / = X /,,' 6 �2"P�� Qq�O II W 12 AD'S (n�w n - 5i)G z0 !�' ' 009p,, 300 300 u)v)o F+� 300 o r �/ �o`>E 3' W T RQUALITY. . SWAL.E W C14 04 ....� //� . . . .. . i 4U0 400 �F 290 m �OD ancDi � :. . 290 a Ir--_--y 290 290 �. - - ONnNN 11. ��� , I Z �Q H Z20 4' 390 _... _ . . . . . . » ...., .__ ..._ _..__ ..-..}_,..---. 1 l+De� 11 �' . 390 g f 1 280 280 280 : .� �,! � . 280 , j u . � / _ o I Li 0 o o o / 1 , �'� 275 I 275 nNCV In i , I , , i h00`noON ^In III fo,�O / O+�NN I! / . . . . , . . . . . . . . . . _ ... .__ _ ' 380 ; ;.. - 1 �.. f + b' 380 N Lf)n ao ON II II �. { mm Q',,, hm Nv N L6 cD m o N ...�. ,ri r, ao of o v, r, ao c_v 2 7 I ,- ,i; 2 70 1 I ; �a� CID �a 00 oo m rn rn rn 0 0 I I , , i.h N00 00 (10 N N N C`J N N N N p In OVJfYWWW �0 I i r 1 s { 370 _... . : I �.:.:_ ...:_:. .: :.: » _ :.: . j .__...._ . . � 370 Oi 00 U+,)0 1+00 1+50 l+GO 1+50 / 0 4J -� , PQS 260 y 260 z o � f . . . , . . . . I . �, II STORM DRAIN LINE 04 - + 360 2 c.�l zo : ._.: :� ,,.<:�.'� ,0'1.$ 360 SCALE H 250 250 u c"i 'w i ` G O. 1" = 10'V 245 1 I 245 n r1) cn co r7 350 ��,� 350 N In 00 �? n O r) tD O) N ,n 00 - d h 0 W IDl n n 00 00 CO CO rn rn cn o 0 0 0 N N N N N N N N N N N N N n ') n M r7 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 r�' � --' ;,Di 340 �� 340 ar)�r)� C4 n, r,QO nCali�)MNI� Ur-� ") II STORM DRAIN LINE 02 �ti �� r; II OIn MP` I SCALE n�' co I z 0 U<�?o 0 O 11 F- _ Q 1" = 50'H O �' : : : : 1 ' 0f- UW- WI W C(n&WW n 1" = 10'V F z_O i� ii 330 - - --- ------ - -— -- — ------ --- --- ------- - ----- — - -- - -- — ... ----- -------- )Z r-n r� i' . .. .:_. .. . ... ._t . ..... :_ _ : ... : _-. .: , :_: ._�_i..: . _ .. ... _ : 330 O Z 0 i- j_ H .�`N-nNNO (a�, 1 1 , ' 1 I • . . . I . . . Vj a J 0 r')r�0a00 0 Os �cD OfN N OdO :r')M II ' �/ r 1 I ° n N mN�Or'1 n0 II , , Nn o Q�� Zzp ,� : : . . } . . . . . . . . : : : : : j : 340 +M.II_r _ 3(0 (n(n(!)(Y W W W i . . . . . . { . . . . . . 1 V I ,� q Z 2 32U z �t : . . --•-• :.: :.: : : _�.__ I I __ I :_:.. I :._.. ..__ _ 1 :.:._ --� OF=� 34.50LF �. , +_._ �_.�__ _ + -�-- 320 `,y` lnv)�Ww r+i S = O.U552� hh CDcD N i� : : : . . . : k : : : I : : : : I : I : . 0 10"ADS o o c oM� II II • ~ : : : j . : : ,� r �z ren zr `1'' it j , . . . i . . . \ 00 CD '�°� � i I I . . . . I . . . . . . I j 330 II I \ T .�.rN NNOO O~.� W ` 00 , . .. ... . - _ .- _ _._...__�_. ._._ _ _ .._ _ -- - - . -._. .... _ _ _ -- - ..._ _ _ -00 310 _ 'nn M lei ,r n d �/i 1 f I I I I I. yO�k edy`\ a o co Q II Z`-00 0) n-� N W co.dN �Z ✓ r , I I I , i , f , .. ,. , � �` - NNInIiWWWW 0 oW n o`�qOcaov 11 , � i. y ' : i : j : f : F : : : : . . . 320 w-�.: . : a__:.:.: . : : . 3;. 320 Z A LLI -i GO = {N II F- ` . I I . . . . . . ; . . . . . . 300 : r7 - f +ca 0 4 g-- t 1._...... _ , .._ _... 1 . . .. . . .. ,._... . . . _ .. . ._. . 300 _,/ i to (-4 oM a Inln�ww : : O�A� . : : : : j : : : 1 : : : : : I : : 1 , \ VCc�v II �O �� S 0' I . . . . . . . . . . qP Fn—it :D . . . . , . o 1-0 �,h 1 . . . . . I 310 ; - - . . . .. . , ....._ .. 310 �w� W QUALITY : W _- 00N ,-' -.F . . . . . . : :_ .: ; _.__: . ' .. ... . .. : : 1 : . :. : .� : ..: : : . . :. :.;-: :..:. 290 17$ WATER UA ITY 5 ALE - i : 91 oOr,N voi I~n a " 0 : I : 300 300 S =__ 212 --- 12 C76-C1.3 . . . ; . . j . . j ; . 280 _ _ _ - . . . . . . . ._ ---4 _-.__..._l..__. . . « _ .. ..._..� . _. _ , . . . ... C14_ ._. : . _-. .., �._ ... SHO N'ao -� " - - I i i i ui N o0 •t O _ f I f1 r, r') N N N rn AU `-� 17.72 i 0 0350 6 = 0.1718 !! 1 t . . . . . j ; : : : : ' 1 +50 1+00 0+50 - - -0+00 12"ADS 1 � '169. 1�F i 270 l_ ._ ...�._ ... __.._._.-. . . . -_ _...__. 1 _. _ .. . . «-_. _.._.. , . .� .. _.. _... ._: ._.: t . . 1 210 . . . 1 . . . . , . . . . 1 . . . . 1 . . . . , . . . . 1 . . : : : : . : ; : : : i . : : j : . . . . . . � . . . . STORM DRAIN LINE 05 : : : : , ' : : : : : � . . . . . . : : . : � : : � : : � ' : : : ' : : : ' SCALE I 260 l I 260 N O) tD ►r, CO tD to (D Q) N) d aU n O lD Fn N r' n N Q, rD C� r) N Ol U OU 't N) 0) � h Cn d rn In O C) Ch cp t0 --.-- — ------._--- --- ---_---- —_.- O) U N N Of tD r CD r- O) O (V N r'7 M N Lr)M rn to n ai a) f:n a) a) n Oi N 0 0 r 0 U N r r; ui O U d r- C,i O (0 (D on rh ci7 d (1 �►'� �} �►�} / ��� n n n n n N � N CO (D (1O 04 N C 4 N � N m C CT O) Cl) N O) a O 0 Q O N c'v r? d d ,n to ,n rn ID c0 rD co n h GO L-_i\l+l lid-1{IM_ iir`�-i\111W_IYI \Y/ O N N N N C'J N N N N N N N N N N N N N N N N N N N 17 M ►n F') r7 r`) r7 r) � r) r) rn r7 r) r') PLANS BY A/f- DESIGN SERVICE 0+50 1+00 1+50 2+00 2+50 34.00 3+50 4+00 4+50 `)+ ,,U 6+00 6+ .`,0 1100 1+50 8+00 8+50 9+00 9+-50 10400 101-50 11+00 11 + 50 1 2+00 12 f 50 _95Q0 S.W. BARBUR BLVD. SUITE 300, PORTLAND, OR. 97219 (503)245-11.31 00 DRAWING TITLE STORM DRAIN PROFILES PR LINES 02, 03, 04, & 05 ANG I NE r,s, STORM DRAIN LINE 03 PROJECT LOC/.f10N -- -- --_'— 1a r BEEF BEND P.U.D. WASHINGTON CO. � -- 1" = 50,H OREGON 10'V Beef Bend Court REV15poN N0. DATE ST No. Apartments AID P� 0 04-19--96 7 of 12 OF n EXPIRES 6-30-96 WASCO CSAE FILE # 95-692-PD/S/D(R) �v -Y.NALL'. ,....,.-. ...,,�... :r,:"r:.,. �.� ..,,. ........r.,..,.....rrrYrm>- ..�..;��;.'�. _v,.. - , ,�;•.NiN.T!TKa1+T.dk?,rf•a�'lwifilKl. Y'.: ,.� . ..�. Mh., � .w+�1.'}: ,R NOTICE: IF THE PRINT OR TYPE ON ANY rlr�I�rll � i � � � iIIII� II� � lll � � ill � � ill � l Illllllllllllll IllllJill11Jill III Il �lllll � ll IIII � IIillil � II � IIIIIIIil � llll IIIIIIIIIII i � III(III �I I �IIIII III I�I III III IIIIIII I �I I�jI� IMAGE IS NOT AS CLEAR AS THIS NOTICE, -- ----1 21 - -- - 31 4f 5� 61 � -8I - --- L - I - la I�lll —_—I 1`1 IT IS DUE TO 1-HE QUALITY OF THE No.3e ORIGINAL DOCUMENT 6Z 8Z G7, 8Z 4Z 61Z EZ ZZ IZ OZ R [ 8I LT 9t 9t 6i !✓i Zi It (�1 6 8 L 4 1b S Z t���llw I�I���� ��1 �i����l����l����l���� ����1����1���� ����I���� ►��� ����h���l���� ����I����i����l►���1���������1���� ����I���� I►��1���� ����llj��l����l���� ►►I�I�I►IIS►►Ilj�ll ►►f���j �Illlllll ►<<j�l�Ljjll11 jl�>� � j < <I ���� �� � I►�� llll�ll ll�UL i i� I • r 1 �''•_� _-,tee-_ '- Y • ' s;�j w • 1 �1 ■ n • • • • • • • • . • f S! 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' 1 1 A ,. ... ..4.59 L , 1 00 s I `h - , �, � ,'• �,,: 6,120. f. 4,0'DGo rn i Z LOT \ STA: 8+45.22 ,,•.•'' / o x p D ~ I \ _ -1�__ 11 , � sb Q :•,(' . ,..'!' 6,120. s.f. 30.21 L / /•�2-`'���' �• D Z�� Z \� QE< i+P rn In D Z 1 1 \ ` / O . •.'t 5 cP � � / �mmmU> LOT 14 - 1 ;� ,r'► •.► ' 410 G \ STP: 7+85.71 QCs r m p O :.� / Zb c -�p 7,533. s.f. 6LOT 8 30.00 L + z p Z 1 -SS MH _C4 .','-` ft' 1� 'S 6.120. s.f. 4.0'D / / LOT 15 =o v r 1 1 STA 6+35.61 LINE C ,�.'1y .. ii��/�� 7,648. e.f. p 1 ` STA: 9+65.29 I • ,\ t �o - \ \ .;•y.;►• ': .• \it STA: 7+13.11 - •...• � LOT 7 30.00 L / $ ,, / 4.O'D ,✓ �' 1 �.- 1 , r , 0 � �• .�'�"`'.%;'•" \ LOT 16 O OSP\ y{.t �.�. . \ STA: 6+46.81 , 00 y �� ;'►' .;` LOT 6 30.00 L ,/ 7,894. s.f. C 1 \ ` - I �� ' F�F. ® r_Sr, �•. .. 6,120. s.f. / •+ / ` _ ar_. - o � � ry� �P, F,P� , •-� •t,u: � // � � STA: 8+70.54, I �9,�. / 1 1 `r m \G y�C,� Q • !1:• \ // 17.21 L 1 f� 1 - ��, r,S ��< ?`��N•S�` O ,; ;�'�, �'? LOT 5 \ STA: 5+76.81 4.0'D. e o o+. �P S 5,761 s.f. \ 30.00 Lcn 1 , , c , �' ` F` vs `, s.z%`.,�•�..• LOT 17 6,394 s.f. \\ / SS MH A ST 8+97.41 I A i 1 i L, __+ __ r. ;I:,; �: \STA: 5+15.84 ,�� \ - - - - - - - - - - - - - y e• 961___ ✓ st,Y r / LOT 4 x r STA: 7+95.19 ( . !._ t- 6 115. s.f. �� \ 14.0 D L f i' � � a � � ., � - •�'. 28.18 L 4.0'D / ► 1 _ .� \, .,.• / ,,..r _.. `"`. 84 1;r:` LOT 3 \ �,°" / LOT 18 /e 1 , �`'' 7,341. s.f. ,,' - . _ � ,�', ��, 7,229. s.f. \ `/' / STA: 4+49.82/ i A: . \ STA: 7+25.88.' 32.04 L • / / 1 4.0'D / •, $ \ LOT 19 8,288. s. I 1 '� N / y'�,r, + ' .• LOT 1 \ \ STSTMH 8 A1 08+29.LINE B 9 LT 5.00 e • J 1 e 1 ti� x--- x x x - �;y;t: �':' 9 6,003. s.f. LOT 2 STA: 3+74.51 STA: 6+55.85 / ? d� ,/ !:' ;. +'' ' \ 7,201. s.f. / ' I _ 1 i -d t 27.23 L .a \ 17. 1 Ir z 1 �` _ - --i---- 1 d�� aoao \` �` . ',t:P.;; �\P� STA: 1+84.10 \ LOT 20 \ i ' v .{='.`, ty . ��G�'� �� 4,0'D 38.56 L STA: 34-07.99 / I { ""•"'.'•, ,,,..M.......•.. ._ < � C .. �., r� �^ �0 QF- � 30.38 L Q� if , 4.O'D S MH B4 m n �P\ x,01 `rw^ `�� _ 3+81.11 LIN kms- \,STA: 5+87.99 ' 1 ;s •.` -r.►,► O�p`�;F' 1 '""'->. ST SQA 8+93.78 LT 5.06 17.21 L • / / \ 4.0'D LOT 21 I 1 SS MH C2 -1 _a_ BEN �• / SIA 1+38 I IN( 0"G ;�<<:,� .�Y� LOT 27 STA MH +0,1 I.IN C 00 e T pJ����9,y �Jr,•,1., �tl• 9 F , '" �.•^ "..�• - ^" `` `` STA: 5+16.76,' • / 1 o c^ Gm , .�• l� SS MH 82 1 ^ 1_ t LOT 22 17.21 L t m Z %` �� ,.Y, X r. Co m , A l+69. LINE B SS MH B t _s' `^ �' fit'" '• A +76. L NE B t t \ 4,0'D SS MH A4 A � !i(' x� � z ST STA 6+ 0.17 RT 4.2?_ t � / ' / I 9 ST STA 7+87.10 RT 2.00 STA 6+20.86 LINE A rn 1 � �cl?` f!• //� \A: 0+�4 555 �,' ;. 1 11-�4' BENS f; y'.qi.. \ 4.o'D ' LOT 26 - LOT 23 t ,' 1 i ��� --' = r • • x �' �' LOT 2.5 \ 9,105 9.f. STA: 0+54.55 LOT 24 - - - 2� . r• • '� ` 1.911 R I 6,956. s.f. \ �`� tS 17.21+L 3U1 1 I%�•j:'. r�,1 STA: 1+85.70 STA: 2+61.77 STA: 3+46.77 ` X4.0' 27,733 sgft - - - t.• . � . -- x -- - x.._- x - - - 4 p p L 4.0'D L 13.31 L \� \ \� / 0.6 aC _ _ IS11N-(�_-(�lif,INAC;L--DI-Ii:ki-ATO E3r�� _ '�ADE$� ,�, , , i - ----- -- � 709 -- -- -- - - -- -- -- -- ---- - - -- --- _ � I 4-VI ' ii ' 10, s g f t / 1 do de z MH A3 S 0+61.29 LIN A 1 - A 4►�I3.92 LIN / ;(7 STA 0+00 LINE B ' i � 1 � 1 SS MH Al (EXISfING�, . / 1 STA 0+00 LINE A CIa3 RAMAM MALTY CORP, PLANS BY A/E DESIGN SERVICL Ole - I � \ - I 9500 S.W. BARBUR BLVD. SUITE 300, PORTLAND, OR. 97219 503)245-1131 _- � _ - - DRAWING TITLE SANITARY SEWER & n 01 WATERLINE PLAN C. ( , RAI'I 1 l( ' SCALh, -- - � iS,dS4j _ PROJECT LOCATION WAt:)'HINGTON CO. so 100 200 P.U.D. ___-- �1: REEF BEND f .U.D. OREGON - _ REVISION No. DATE SHEET N Beef Bend Court �- 1 ( IN FEET ) Apartments x - x - -- -- x - 1 inch = 50 ft. 0 05-16-96 Sof 12 AID - x -- - - 1 7 ' CXPIRES 3O 9fi 00 1 - - - - - - - WASCO CSAE FILE # 95�-692-PD/S/D(R) ,NMI .,,, .' xlM�l•+ ,ar , ,.•..,r f .....a, -.,{yefr,•a .,. :, II�n.,.. .. .;gaup ... -wlr,+.<,. ,, .. _ ... __, . ... _ ....._. NOTICE: IF THE PRINT OR TYPE ON ANY LII III III III III III III I�I I I I I III III I�I I I I I III Ili 111 I I I I ' I I ! I III III III III III III III III I I I I I III III III III III III I I III III IIII IIII III III III III III I I I I I 7 ,f, ?� :.' I f IMAGE IS NUT AS CLEAR AS THIS NOTICE, I_�-I 1 �LI I �L_._I.- I 141- 151 I f�� I I � IT' IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT £ 8Z Er71111111 LZ 8Z Z ibZ £Z Z lZ UZ 8t 8 [ GT 9T 4[ 6i ST Zi ti I i 8 8 G 9 I 9 S Z- talrue F,, ,IIIIi�II IIIIIIIIIII lllllllll IIIIIIIII lllllllllllllllllllIIIIIIIII IIILIIIIIIIIIIIIIIIIIIIIIIII III!IIIA IIIIIIIII Illllllll lllilllll IIIIIIIII IIIIIIIII IIIIIIIII '111 Il IIII Illllll:I IIIIIIIII III IIII III11�111 I1HIlib u IIII�NII i a a n rm� ^n a • � II � az yl C W 380 j. 380 xq N VIP 9 . .. . . . . . . - - . . . . . . . .. . . . _ .. . . . . . . . . . . . . �w . . . . . . . . . . 370 i .( 340 . . ._._ . .. . r , r.. . -.. _ . . _. . ... . . ... - . . . . .. .. _ 360 z , - : 330 : . . . . ._ . . . . I . . . . . . . - . . . . . . . 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' 5 -0 61ry9 250 1 .'ST - Z' q� 270 270 6 . . . . . . . . _ 265 240 . 265 d n M Or m N N Y b m N m d M ,(1 N m m O M n M n m ^ N M Y O, n m n O m m m Y N O m N Or Or Y m n m N M m m N h OI O N d b m pO pN Y nOO ppI OO Y m "I I��I n faaV NN �;(p� N O �YpI ym� imp Cl F m m m m Oji lV b m M n O N b O, lV m OO A R N N 1� r'1 ry R n r.l N M1 17 1br1 H rel n M ref M Yl M Y N b Ip 10 m m n n n m m lm`I N (m`I N N DO'1 ,Orf M M 17 M M r'1 M N N N N N N N M M M Mf M M N N N N N N N N N N N N 0+00 0+50 1+00 1+50 2+00 2+50 3+Ou 3+50 4+00 4+50 5+00 5+50 6+00 8+50 7+00 7+50 8+00 8+50 0+00 0+50 ^0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 SANITARY SEWER LINEA SANITARY SEWER LINE C SCALL SCALL = 50,H 1" = 50'H I" 10'v 1" = 1o,V JRlIiYNaL 2KALTY 1►A/1RIC. PLANS BY A/E DESIGN SERVICE 9500 S.W. BARBUR BLVD. SUITE 300, PORTLAND, OR. 97219 (503)245-1131 MAAao TITLE SANITARY SEWER PROFILES LINES A" & "C__ 73.PROE" BEEF BEND P.U.D. WASHINGTON CO. dIFpU� Fn. Sen A[9NOM m pin BREE1 Np BeA Apartments Apahm12 0 04-1595 9p1 12 SHAIDPF' OF 12 LXPIR[S 30-96 WASCO CSAE FILE # 95-692—PD/S/D(R) G '+, r .... +n. .. _ ..a marrt.nuNYil�e, n-r.nn�Y�exe..n.�'LR'1h.6!♦I�'Y. .:}1� .ao..:S1 ^. ' 'n :a" _ >.__ . .. -..�...�,rw�F^^� w�,�.,,�` _......�'Z_"..�r.^!�-ZC.' NOTICE: IF THE PRINT OR TYPE ON ANY III 711 I I I�I III III I 1111 III III I T111 III I�T IIT T�I II-I III l I I�I III III I I III I�I IITI C III III T�T11 IIC i�I III 111�T I�1 IJI f I III (�I Ilf III I�I III III '� �'1 ! 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SUITE 300, PORTLAND, OR. 97219 505 ,3rd T 2E�4 p°P5-`'V 1/ 1� j 1 'J'Ai DRAWNG TITLE SANITARY SEWER PROFILE LINES B & D 'INC PROXC LOCATION WASHINGTON CO.[- I E3END P.U.D. ORECON REVSION NO. DATE SHEET N( Beef Bend Court Apartments 0 06-1`- 96 10 of 12 AID F-XPIRFS -30-98 WASCO CSAE FILE # 95-692—PD/S/D(R) IF THE PRINT OR TYPE ON ANY IIIIIII IIIII�NOTICE: 4 61 7 gIMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.3e � 06110 ORIGINAL DOCUMENT 1 ii il8ii Siii ►ITIII 9Z11►1iE - 1 , �� �l�►��1���1���11���� ����1���� ����1���������1���� ���► ���� ����I�� ����I���� ���� ���� ����I���, ����I���� ����I��►� �►��I���� �IIIII►►� ►���II��� ��►II���� ►Illl� lll �iu��ll lu IiI��NlI ° • r + J • • • • •• • • • • • • i i i (HORIZONTAL) VOLUME OF THRUST BLOCK *CAST ALUMINUM TOP CAST ALUMINUM LID BEARING AREA OF THRUST BLOCKS IN SO, FT. IN CU. YDS. (VERTICAL) ---e" � NOTE 6 ROW WITH T11F KURD ►JATE,�' CIT PROVIDE VALVE OPERATOR FAQ � cuRe 5' MIN. 6' AND (LIVFR WITH 'WATEF' IN Tf" 'OP SUR'?CE EXTENSION SEE DETAIL No 5 f 11i:K1 FEF 90' BEND 45' 22 172' 11 1/4' FITTINGBEND ANGLE StREET MOTH BEND BEND BEND - ROAD SURFACE -B--- 45• 22.5• 11.25• CAST 1N TDP SURFACE-�_ - S17E SIZE PAVEMENT --- - T I CONCREFE WALK- _ I 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0A 0.2 t' BAITER T 3" 1 / 2. 3/4"-0' CRUSHED ROCK _ _ SEF. NO -_� /- )K CAST ALUMINUM _ / TE 5 _ HAND TAMP BACKFILL / _-_ TOP SECTION 6 2.8 4.0 2.2 1.1 1.0 6 2.7 LO 0`4 1 B' �3. • ROAD_ -2X SLOPE TO EET AROUND TOP SECTION--� FINISHED GRADE-, - �' 8 5.0 7.1 3✓d 2.0 1.0 8 4.0 1,5 016 } -_ AD • . I - r _ 12 11.3 1&G P.7 4.4 2.2 � 12 8.5 3.2 L3 �- • I � 1• � ` � 1/p• MAX1 LSTERILIZE ANO COMPACT SUBGRADE ---- - 16 20.1 28.4 15.4 7,8 3.9 16 14.8 5.6 2.3 CAST ALUMINUM 'Fi, '�` '''"• xAy�B�ay`"►ry�{o' r�1,��r` 20 31.1 44.4+ 24.0 12.3 6,2 1 `3 i Q SIDEWALK AWA FR ___Y^_ _CURB 24 45.2 64,0 34,6 i7,7 8.9 BOI TDM SEL TION /i //\ /i / XZ - -- - _.- ._�_ 1�1�1 C' 1'- 0' MIN. D.LP. SPpUL P.E HAND TAMP E3A_KFILL- '% VALUES BASED ON 200 PSI VATq �+j g• --3•1'- 6' MAX. 'I.P. AROUND TOP SEC11ON CAPACSIT� AND "10(10 PSF SOD KAW,GRC)W COURSE 5 MIN. \ OPERATOR EXTENSION CONCRETE WALK (PEE DETAIL No. 5? -T )K CAST ALUMINUM 1. FOR USE ALONG MEDIANS, GUTTERS GUTTERS MAY BE REDUCED WITH 2" 3 4'-J" CRUSHED ROCK BOTTOM SECTION r,. CURB JOFNT - BUTTERFLY VALVE � r ��....r...�... - PRIOR APPROVAL FROM THE ROAD ENGINEER. ENDS AS SPECIFIED - 1X SLOPE TO TRE T � '. ROAD :•.=fir:"`_:-% _ -------- - 2. CONCRETE 10 BE A COMMERCIAL MIX WITH A 28 DAY STRENGTH - .,.y SEE NOTE 5 M.J. GATE VAI VE 8' AND SMAI E I R I - + 3. EXPANSION JOINTS. `- STERILIZE AND COMPACT SUBGRADE 1 - M.J. BUTTERFLY VALVE 10' AND LARGER A TO BE PROVIDED - - - ll ( 'IAT AT EACH COLDJOINT. SIU�WALKAD AC T T� RB V IC L BENDBEND TLE ERT A AT EACH END Of DRIVEWAYS. EACH SIDE. OF INLET STRUCTURES. NOTES: FITTING ROD 4 AT EACH P01NI OF TANGENCY OF THE CURB.HE Iw, SIZE SIZE MDMEM 5 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1 CONCRETE SHALL BE A COMMERCIAL MIX, NDTESI NOTES, 4•-v12• N6 30' 2. PANELS TO BE 5 FEET LONG B00 % 4 CONSTRUCTION JOINTS. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, GEAR OPERATOR 'j J14'-16' 08 36'• �y A. SPACING TO BE NO MORE THAN 15 FEET. UT1lJ1Y VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO ll VALVE BOX NUI TO REST a VAl VF BOX NOT TO REST B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES EXCEED 45 FEET. ON OPERATING o,SSEMpIY. ON OPERATING ASSEMBLY, e _--- NOTES,SEE DETAILS No. 3 L 4 FOR VAl VF BOX � 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS AND SETTING REQUIRMENTS, 2) OPERATOR EXTENSION �> OPERATOR EXTFNSIDN � MANUFACTURED BY _ 5. BASE ROCK TO 8E 2"-0' OR 3/4"-0' COMPACTED TO 95% OF AASHTO THE CURB THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A RFQUIRFD WHEN VALVE NUT REQUIRED WHEN VALVE NUT REQRMETER BOX EQUIPMENT r-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4' IN MINIMUM 1/2' RADIUS. I • n IS DEEP:K THAN 3 FEET )IEMANUFACTUREll BY; IS DEEPER THAN 3 FEET 1) CONCRETE KOCKINL TO BE PUIREU AGAINST I � / •�� UNDISTURBED EARTH DEPTH. WHICHEVER IS GREATER. 5 SIDEWALK SHAM HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNUE3l_I_ FROM FINISHED GRADE FROM FINISHED GRADE VALVE BOX COVER NO. VBC % CURB IS USED, OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY METER BOX EQUIPMENT VALVE BOX TOP NO. VBT 18' 2) ALL CONCRETE TD K CLASS 3000 6. DRAINAGE BLOCKOUT OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES 3) CENTER VALVE BOX ON 3) CENTER VAI VE BOX ON A. 3" 1-0- PLASTIC PIPE WITH ;,OUPLING. 6. DRAIN RLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH I AXIS OF OPER NUT. VALVE BOX COVER N0, VBC AXIS OF OPER NUT. VALVE BOX BOTTOM NO, VBB 3) INSTALL 12 NIL TOTAL THICKNESS PnL,ETHENE SHEET H. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED DIA. PLASTIC PIPE: AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED STRADDLE BLOCK AROUND FITTING. SECURE SHEET ENDS TO PREVENT 1111 OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND OVER PIPE. �J 4) PROVIDE 24• SQUARE BY 4' THICK VALVE BOX TOP Nil O BB 4) PROVIDE 24' SQUARE BY 4' THICK SEE DETAIL No. 200 FITTI�TICRA OR TOOF DPOURIN4IRT VTHRUST BLOEEN SKIT CKIWr REPOURED TO FULL DEPTH OF CURB. CONCRETE PAD AROUND VALVE VALVE BOX BL11TpM NO VBB CONCRETE PAD OUTSIDE (IF PAVED AREAS BOX OUTSIDE OF PAVF D AREAS4) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS N.T.S. `i) VALVE BOX COVER SHALL. BE. A FROM CONCRETE WITH TEMPnARY FORMS AND 5) VALVE BOX COVER SHALL BE A MINIMUM OF 4 IIP' IN LENGTH POLYFTHENE SHEETING SEE NOTE No. 3 WASI-INGTON COUNTY WASHMTON COUNTY MINIMUM OF 4 1/2' IN LENGTH OWARFMW OF r1a�� �AJ1�UM CURB AND GUTTER NO A UBE CONCRETE SIDEWALK NO TM -_-_-- 10-09 87 iHOMCORE NER AF 18(MO"a �C�O wa OAIE CIL t11��1 [JMgI ASA 114 IMAM OQMFY Kit 1/17/86 THOMAS r rUCHNER AFA 6-8. NONE CS-305 TYPICAL WATER VALVE TYPICAL GATE VALVE BUTTERFLY VALVE THRUST BLOCKING --977D-ET-WACO C-,-300 H \DET-waco\cs-30'5 ( - LOCATION DETAIL - ( -----J SETTING DETAIL 1 SETTING DETAIL 1 - - - ----� l ( DETAILS Is, MIN. z.' MAX SIDEWALK ADJACENT TO CURB STANDARD VALVE BOX- LID .\� \�j/\ \\� A,FOR USE IN PAV F '' `2 °' MAX- 12'-u' ►x"- -- --- M TANK vF yr-� /�/\/,\/� _�-RQA B.FOR USE IN PAVED ROADS B• X e• 10 GA. R/W UNE fOP MSA vEN t C.o \��/�\/��% /\ \\ \ _- - MESH-- VALVE RISER BOTTOM i � •• _METAL CAP A 7 COMPLETE (TYP of TWO) -. _- SIDEWALK _.-r.r-____ .•. - --- BROOKS ly 37 METER BOX \ `, e• Ib' MIN ]BEAK FLANGE112- V - -T - ��•• N1� � (2) BOTTOMS REQUIREf>•- --_-- ��\ u A �' ,\ � DEPRESSED 1/2' ---_..---- - � �r-------� 6' NAIL FACE OF CURB- ` """ - �\\/ j;�NOM. PIPE SIZE SMw� ` \ 1' STREET EL 1r Im. A ASPHALT CONIC LOCA TION \ 1" UNION- B1I CONTRACTION .JOINT \ d /2. ____ - BASE COURSE 1 FINISHED GRADI-\ \ 1" AIR VALVE 18 MAX. �' �'�- ./ \ - 1Ole -- \� \ (COMBINATION AIR AE VACUUM) \ �\/\�� � - - ---- DRAIN ROCK POCKET ` '- - - \\__ // K� SIDEW EXPANSION(URB JON - S 1 �'YV N FJ(PANSI7N JOINT N �- �� -� -PLUG TAPPED 2' I - '� - -� _ A ru T MIN I •0 0. __ - _• 1 (BLOWOFF SEE DETAIL N❑, 203) -- - .: °a�' - --6' DUCTILE IRON PIPE '_f I �� - SECTION / �rAST OWN �"�"' 5•- r e' MIN r- e' MIN. �_ 31- 0' I - -- --- ---- - �--2' BRASS PLUG `-""-'- 1'-� TO p0(1NrY Sl1R4l'1R•5 21- 0' MAX 7t' 0• MA%. HAND TIGHT SPECR7CATi0N'S FACE OF CURB ; IRON BODY GATE 2' ADAPTER COPPER • S19EET PLO(, OR sDttWA!K A^_1•n'N'f TO IRB mr>FrA:x J VALVE WITH T EARTH / --- PER NOfF. PLAN e>yelc t �� ��-6' MEGAll1G RETAINER�� / SWEAT TO F1Pt 1" x 3" BRASS NIPPLE -t" SCT Ll.L /-UNDISTURBED / EDGE OF PAVEMENT , GLAND (LBAA IRON) J LIPERATING NUT 1/ Pf A N CONCRETE PIER 6' GATE VALVE .1._L�11 ETAINER GLANDS T Fl G. x M.J. 2' x 1'-0' BRASS (T COPPER TUBING (2) REQUIRED /2' EXPOSURE Hl OCK M.J. x 5' PLG. TEE- J • r NIPPLE (TYPICAL) SEE NOTE No. 1 ��-�- -- - THRUST BLOCIK- t' BRASS 90 ELL - ° -- - ^- - s - 1" COPPER TUBING 1" x 6' BRASS NIPPLE v<��/ %' - -r 1 �._ C.FOR USE IN GRAVEL_ ROADS USE EXISTING ExPANSK)N SIDEWALK WITH PLANTER IB MIN •. ° 'F`'• •F''�' _2 • ELL COPPER -��!� 1" BRASS COUPLING I /��%/��j/�\ .••• r-a MIN. %\\�/i\ - ��,� TAM STRIP AT CURB SLIP 1" CORPORATION STOP - - - --- /\�i SEE DWG. N0. CS-JOB. + car''"•`r,T; g / // BASE COURSE 24' MAx - ., _ .. .. _ VATION B-B 0 �LI_ , t. (FORD {� 700) + \/ ° �' ° SUB-BASE°ROCK NOTE: Y o ••• "--1" OFF CORP 9V FLL --'-' � �o ° ALL MONUMENTS SHALL USE EITHER �_ - - -- --.__-- / -T /8' DIA.x3O" LONG IRON ROD OR 2x___ - SIDEWALK NN - �' ADAPTER COPPER 1' CORPORATION STOP - 18" x 12" x 2" CONCRETE PAD ---1 \ \,�\ .�-�[ \\/'� S 4" INSIDE DIA. x 30" LONG IRON "`- I z - r- �X BREAK FLANGE SWEAT TO MIPT ...../// (FORD N 600) Q �•�/ �jr/ \ I,IPE 5MINiReLt _ \_'YPICAL COLLAR BLOCK CONCRETE PIERSEE DFtAIL M 2U0 BL -{- METct OCK ••1"° \ • e AL CAP 10 GA. MESH / \ 1-1/2• AEON TYT2. OF J/4• MINUS 2' TAPPED 1,�" CARV) //\� \/�\\ UNDISTURBED BASE _-_-- ON JOINT PI UG OR EARTH SECTION A-A M.J. CAP WITH MEGALUG -A rT. cREr> RETAINER GLAND NOTES: 1. FOR 12" AND SMALLER WATER MAINS - - PER NOtF MIN MIN I. COW-RETE SHALL HALE A MINIMUM HRFAKING STRENGTH OF 3000 P$1 AFTER 28 DAYS. 6 SACK M!IL NOTES, 2. VENT PIPING TO DE GAIN. 2.GATE VALVE AND 2. CURB JOINT SiIAL, BE A TRUIKLED JOINT WITH A MINIUM 112' RADIUS ALONG BACK OF CURB NOTESI 1. THREADED BRASS PIPING MAY BE 3. SLOPE COPPER TUBING FROM VALVE BOX COMPLETE 3. EXPANSION JOINTS SHALL BE 1/2• PREMOLDED AS'P'HALT IMPREGNATED 1, FOR CONNECTION r0 EXISTING MAINS USE TAPPING %I Fi Vf USED IN PLACE OF COPPER TUBING MAIN UP TO AIR VALVE 1% MIN. - MATERIAL OR EOUAL, EXTENDING FROM SUBCTIADF fO FTNrHED (MARE I •. SEE DWG. NO. CS-300 AND NO. CS-305. FOR SIZE ON SIZE t]SL a M.J. ZAPPING SLEEVE I 4. FOR LOCATION SEC DETAIL N0. 7 PLAN , NO OBSTRUCTIONS WITHIN 2 FT. OF F.RE HYDRANT WASHWGTON COUNTY CENTERLINE SURVEY WASHINGTON COUNTY A Or- AT10NUSE MONUMENTS AM A USE COMMERCIAL DRIVEWAY ( OATTE cAa elor�r 011AKN AIWA Na wmwi OOLINr►ND DATE CIVIL 08OLIN WAN11 APWA IQ KALI aLOART 114 - - E-ST _--- - INNpp ��pp��,� - _._.._-__------- - ---- -_------_ l 01-17-86 THTUSHNAEA6-85 NONE M-404 NONE DW�ZO� FIRE HYDRANT 2' STANDARD BLOWOFF AIR 16 �UMTRLVE COLLAR THRUST BLOCKANDARD INSTALLATION uiztaQ1..t>lsE>r�A I� D-� 1 8:\DET-WACO\M-404 \DET-WACQ\OW-201 I 2%SLOPE R"' ' SECTION A-A _SAO= FORE CURB k GUTTER SEE DWG. NO. CS--300 OR CS--301 I I 1 1/2' LXPOSURE _ II GMCRE TL C3 STRUCTURAL SE(7 VARIF S a 400 DW-220 PRIVATE ROAD 0 I L) A i A � I m CL - - -- - 2X SLOPE Si.-._-„^'•rT.._ B I B SECTI, N 8-B --`FOR WHEELCHAIR RAMI SEL DWG. NO. CS-306 c®mpO PLANS BY A/E DESIGN SERVICE R/W 9500 S.W. BARBUR BLVD. SUITE_ 300, PORTLAND, OR. 97219 (503)245-11.51 DRAWING TIRE WASH WGTON COUNTY PRIVATE ROAD ENTRANCE CONSTRUCTION DETAILS DWARTMENT OF LAW UBE OFF OF PUBLIC ROAD WITH V� LµGINEEp AND 1PAis'OIi1b17I10N CURBS PROJECT -A-- - LOCATION ) / °"� QIL H)Rt♦N>ml DEww A/KA IQ AAARI 001111"ND BEEF BEND P.U.D. W A S)�I I N G T O N CO. T1u1aa ma11tLz_F�n,smrE,t AL"-,fQ NONF DW-203 � OREGON B:\DET-WACO\DW 203 - -- �. -- -- T. REVISION NO. DATE SH1:ET NO Bee(Bend Court 17• G S� Apartments 4� 0 06-19-96 nn 11 of 12 SFyA10P OF 12 EXPIRES ( -30- 96 WASCO CSAE FILE # 95--692-PD/S/D(R) a NOTICE: IF THE PRINT OR TYPE ON ANY rlrr!�rII � IIIII IIIIIII ! � IIIIII III I � ill � i III IIIIII � IIIIIIII IIII! I! IIII15 IIIIII ! I � I I IIIIIIIIII ! II I IIIIIIIIIII �III ISI lilll � ill I III III I �IIII � IIIIIII I � IIIII ILII i � i � I I � � / � � � ' �1 i ��)u IMAGE IS NOT AS CLEAR AS THIS NOTICE, _11 _ - _ L� I 3 1 1 4I -- -_-. I l -- 1_ --_ -.. ITIS DUE TO THE OUAL.IT Y OF T HE No 36 �,_•��., � 61411,,1 ORIGINAL DOCUMENT U 6Z HZ LIZ 8Z 9l7,�� YZ EZ Z1Z iZ O�Z ti [ 8 [ Li 91 9 [ 6l E1 ZIIIi ii 01 18 8 I L j8 E--- z Z�Ieuw III I i �►IIIIII�►► Ihl�IillL�l►III�IIII►II.I II 4 • • • • • • • • IF • • • e NOTE- THIS TYPE O' MNOfLE SHALL AS REOUIRITI T+ - - +: �- - eUD JBG ff VE•PIPE ' / _ DErnD- A CLASS D CLASS C �� A USED oar FOI vtv[ SIZE l2' MI�I(iMRI '!���"' / \ � -.__. � £{' (R LESS. -- __� STEPS- uT �f❑fI STLPs sH(ALL RE VERIICAL(.Y HI[i.ES PH COSI Ilk )rFE U / T11f AY SPECIFIED O J-i.. SPACED IV CENTER TO CENTER. 1 _ZD .-r O O • // (� ll I I ♦`^\, •' lY NOTE, '- Sl1RfAC[ iSSTWTIOI / - Mf7AlID E`er S NATIVE SCTttJ:IENT 1rR1Al p O O O S NOTE,YE STEPS Must ME TIG/(i AND FIRMr AS SPECIFIED CHER rRSETT E❑ ALE171F ���! S p MAKE SLREACE OF- '------ - SMALLER _ - -� ENDS DDE I.. Tlfr IKISr AL SD IEE.1 Ili Asrq I I "ANT fADRICA'T7 FEE RT7Ufi _ ___. GRDU7 FM Ei SHOD !. TES' FOR WITHSTANDING PULLING (X)T 'h'•;'•:. y' AND F'LFIM GROOVED .i'•,`,;�.T (IN FLDAP (>N [xAlit'D DIG SEVERS \ O /O ' INVERT (U DIRECTIl1N I _ •\ O i I O FLOW - S•'• I .• i 1 AND M4V SE S I ARGCR THAN le eACI(FLLL 2Y4 J �' 1- • i 6. .•..'•• •. 1 / AGAINST PLUG TIT MAIN sE WEN 111E I r ---- PREVENT Pl1G �-_ O _�/ I I MANINK I III CLINH ORM ►• _� b. VIIH ASTM C 418 j i� MEAN•BLF ' 4 -STEP • -�-A N LGCAIE MAMU-E COVER 4 ._' • __ _ __ . - - 2R{ L PLACE WE _'_1.t-, AND(31AM•- OVER IEpCl 1/ WALL-_ }.��� _c UNDISTURBED�I//DISTI!*DED T S T(7RM A AT AME 1 N IN WIDTH --/ - "DISTURBED CD rREMtu, MCIR III SAN! ARY .I EARfH C.- EARTH - SEVER MIIfN COMPACTED TED - NAi1VE � - � ON ;.AICRAI L4' - 0 CRASHED NA IFRIAt,-� / - MAILIID IINIU*D (,RACY IN STNS-I CASE IRON COVER AMID fNAM CUTAWAY VIEW °i • ��•' ■0f•K ('- /�_ I 243/4 (SEE STANDARD PLMD-�-� • • CYT AN)VF EJW AT ISViACE I r-�- -------_._.-.•._--�..__T-� SI T IRAN IN ,•• __- 0* FOR PLASTIC .. MAXIMUM ?P FROM � -_ - - N(IM S/H11RINI, GRUII SIANUARD MANH Y 1 ---- '.••,' FINISH GRADE RAW AND ANA LINER SALETT STEP 4' FOR MINId'JI uvt I�F I0 O f FFIC STEP ,, _ __ •1 TD Tfp O CASTING -- ECCENTRIC 13' L-C r r --__ GALVANIZED STEP-- ', .••7.• �.• MA1d-E TIP _ • I PIPE OAea IF PNEP ARMED St I F RAMI IN -GRfJII t MAX(NUM 27' F�Blll -` 7 •'•f S�:'• • --t ' _. STANDARD 40• • PLASH[ NON-SHRINKIW, f-IRST STEP TO I � L1•.• - •'. ' F✓ W f L -_--- ' _�._..- ..-.--- -.•II IAMFEt RISEN-- -,7 - LIASKII _ - GRllllt • _ --------- .. .-IT[)P IV CASTING DETAIL A «.� + PRECAST 0 _ B• -B-S/9• •H••• ••• -St VV WE CONNECTION 4•• I OR PIPE . .► 7//' 0 CRUSHED .'PIPE (LD.' - PREFORMED Afil[TIC TAPE MARKER • MIDIS TURN D C❑N(:RE Tf f11CX / ,•'�.•• awrw V/ BLACK LETTERS(WASTEWATER) 3, 7, �Y' OR CESS �__FARIH Sl AB-- 'I.AS TIC GASKET I •'� ,`^•. J/ 4N• _ _ GREEN V/ BLACK LETTERS(STOP DRAl10 __ •' GO' FOR PIPE \���. •�_h -_.-.-__ _ -STANDARD IB' _- __- �•6• •� ;SK.:�; T r-Pt_U, 2,• OR LARGER .�.'}T;S•- COIPACIID N l - MANQLE RISERS. - --'_-- - "• -�- 11 f L AN 3' 3' t?' MAX, FOR CONCRETE PIPE LJFS�' 1;T' CRUSHED RIIJ. ° , lP I7 rIoo °CDNCRETF_PPI ' Jl-- •• • �- PE MATERIAL.S, RDDD•,/ _ - ••-i _l GALVANI1f D, P4 111'31• 1'/E I SL(1PE I BE (3/4' DIA.) GALVANIZED D DEWITH D REINFORCING LAR ,•EE FOR P1Pf. .MWIL.I.rR TEAM IY• by ° \ REINFERCING RAR CKINFURNIIG WITH AS A-617 CdtADC 4U. (- •T• Y!' • '•>v!y0~ ASasP(t110Pf tOlf •A ERIK J Yr9� • !' b- - 'ti 'f•'� GALVANIZED CONFORMING WITH ASTM A 123 L•. pN FOR PP• IR• AND (POEN - r -TLl'PQT REE WITH . ► .. • • O PLASTIC ° • • ' " ° ' -�° • I .�- . ,e, f' ' �� - -- MIST CI]MFf11M WITH ASTM C-478. OI -•-+-+•R stf IN FRESH NOTES INSIDE L'RfP MAXIMUM t'0' ----' ..b 1 CO.RETL. AND ('. :te r �. �. -- - STEEL REINFORCING BAR MINIMUM 1/2' (WADL 60. eEDO1NG IitAVEI, N USE SUWRBAMI TYPE ()Lr IN MM-TRAFFIC AREAS. VERi1tAl. DISTANCI. . 0110111 I - IEfTING REQUIREMENTS O ASTM A615 ENCAPSULATED M1N1Ml11 2'0' ♦ERNE ELkVAT1❑N. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-4e CLASS 30 INVEST TD INVERT \\ r} IV LAYER COPACTI lI G'0' MINIMUM WITH INJECTION MML•ILD LUPOLYMER PUL YPROPYLEM_ 3 COVER AND FRAM TP BE MACHINED TO A TRUE REARING ALL AROUND ------- --- - ---'---- -- _-- `IA LAYER CD•(3 TED �F�--� • • 6'0' MIN. O� WITH TE RRA TED SURFACES SASE MAILRIN(3/4•-EI1 I ----_ - - ____ ---� - GRAVEL (3/1'-0) �_• `-r � 4 NOTCH �ID 1❑R 111 TING FITDK. SUBURBAN AND STANDARD u 1b - unified OWWIIW&Vr MANHOLE STEP _ unit TRENCH BACKFILL uopvrwwi BUILDING SEWER V,4� image MANHOLE FRAME AND COVER �1ys� STANDARD MANHOLE as�rrerage FLAT TOP MANHOLE ,. QOse'wereg� �■ DETAILS LA0 a agencyA �7 A 4now" DRAWING NEI 140 GRAVING NO 120 1]RAWIN(, NEL U?ll - -- �._.�. 8:\UEt--l15A SIJBUFDAN llRAVING NIT. OlU B: DEI-LISA STANpAHO B' DET-USA Fl_AT_JOF' DRAWING �IfJ.r'40 B:\DIET-USA�SD240 ['�iAWINL N(1.300 B: DET-USA _ 140 H:\Df' .15A\SDS!Xl O -��-��--:----�-` QM1ER N -T©-.-_--- Ir CCl - --_--- --F t 89111 1 tC MAIL rtr F- � 1.UXAIE STOP BARS Ia BACK CE SMF _Q FI IOM FOG IDE IT)Gf D PAW)OT. Ile•.IJYE IF �ife (TTP; ' I a QAI FACE. '4Tiir'"I DISTANCE. C- CE I I_.._ G2._ -� L IOCAIE(_T,'Z 1M7.S AS PER v❑ H1f RAMS - !WIN N113 BARS W - --WARES '- - TC -' --IIr roJ -- WARES ------I t17 1--6 FULL aTH I � RiFIIDAN RNP Lac'noms a 5 II AT 6 DL RECESSED AREA SEE DWG I N S10P 8ELINBIC OF STOP OF TUN IAIF. I / I SAM✓F DMIW FCGEIE LICE ID ONE NRS DAR - B NEL400 FOR DETAILS NOTE%, `y-- FIAl LANE M $PACE. TWO 11' WHITE LINES -- -- "_-_ !R --- PAWilO11 a(]Idl FA(I, is AS SHOWN ON PLANS. CROSSWALK SHALL 1. 3/4' PREFORMED JOINT rILI.ER MATERIA_ TO BE USED AS SPECIFIED BY _ __ i_ B T ��' - -�� E- '�- :,ik1 BE i")PAI D GaSING iTFFIORM:b - F[LL£R MATERIAL.- SEE ENGINEER (]WILY IN CONC. PAVEMENT OR GUTTER AND TO EXTEND THFROl1(.Ft ---- - _ SEF MEFM FUR Of IAllS. ARROWS SEE MUTCD FOIE DETAIS. ARROWS BE THERMOPLASiiG PAVEMENE MARKING Qom- 4 MINED IELD r-- - NOTE L DVU Ma 37U pO2 THICKNESS lY CONCRETE -+- -. -__-- --. - -�_ A A A APAVEMENT MARKING MATERIAL. -PAVEMENT MARKING MATERIAE. -- -- I MITE PENT AND INSTALLED PER DETAM - 10 ILE iA GRIM N IFF EMIL AMD E` SMALL BE 1HERAKIR ASTDC SHALL BE THERMOR AST1C MATERIAL PLACE PER P.0 C DIRECTIONS CMIM �D NC DFAL WK sT11PNG i 11MALL U(B1tLNID OFF AS DRE C ED 2 ONST. CATCH BASIN PER DETAIL, BUT WITH DIMENSION 'V' TO ACCOMMODATE[ _ "- --- - FY TTfE JIOEFA LARGEST PIPE SPECIFIED. A _ - A /- © _ JY-i' (H >Q'-- 4. ALL O RMWLtSDC PAVEMENT NAM _ -_- _ CENT 3 CONICRETF SWILL ATTAIN A IGNIMUM COMPRESSIVE STRENGTH OF 3000 P S.I. - _ - I - FILM L M �1IN17t N -�� M-- - A _-IRF - tf- MATERIAL w 9E E OD01fD AS PI1R IN 2B DAYS, DITCH � '-Ir 1I/E �- �it11M LANE '�LAM[ e -* � �_ �- �T.'BO+76/o a THE DaT-s,AMowo NOTE, J/'� - R� J/ 3[tsrwEE0N5 FUR HWY cdSWILCBOL 1ph RC1fAR TO BE USED ViTN RECESSED 4. IF APPROVED BY ENGINEER, PALLS MAY BE PURFD AGAINST UNDISTURBED / \ t�TO DRl SHOWN ON R_A115 _-I -- -I D- E-PAYT MARCHER 1 Ail PAtE11ENT YNROIG 4UIll�f011 LURB INLET ONLY. SEE DVG.NO. 400 2 1f 2' x 1 2" - -_- FOR WAD_ SF L DWG FI1R FRAME DETAIL SEE DVIi. N0 380 FARTH EXCEPT FOR THE TOP B', WHICH SHALL BE FORMED �Q. E, GE FLAT BAR �� - \ IC BF MOST DIlBFl1T COOT SPEAIDIIM 11 DANIT. %I 3 W p9.2 FOR GRATE DETAIL SEE DWG. NO. 390 NOTES, S10P BAR - D (rA�S1 i ow r �l `STRIPE MATERIALS 9'1 71CA110N5rAlt A°ALMH FROM: C�c -� 5. BACKFILL SHALL BE COMPACTED TO 95% DENSITY THROUGMIUT 'I ry MELLONWARN 1'I1f t / -` FOR SF C T IQl B B �-�-1'JBN LANE._ld�I31S�+4S_- A A F11vEFR rt 11A1FAIALS AID rFSENK]L 'Q�,��MENT LEGEND - CENTTR "ONLY tEIIOF NARIffTR; 1. CONCRETE SHALL ATTAIN A MINIMUM SEE MUTCD FOR DETAILS LEGEND BETWEEN TURN OR THRU ARROWS. TAY MATERIALS LABORATORY PLAN 6. OVERSIZE CATCH BASINS-STEPS ARE REWIRED rt]R DEPTH GREATER THAN 3 x 2 1/2" x 3 8`t COMPRESSIVE STRENGTH CIF 3000 P.S.I. STOP BAR 9T<JL BE nIERLOItAS K TURN AND THRU ARROWS SFAs, [islQ.yEjI1eN_5?$IPL 4' YELLOW CINE WITH SFA AmaRt R(wl st. B M SECT. INSTALL 2 FT FROM TOP TIT WITHIN 1 FT IN BOTTITM --�- SEE MU1CD FOR DETAILS. LE(AEND SHAM dE B PAVEMENT NARKING YAIFMAL BE THERMOPLASTIC PAVIMENi TYPE 1 B' DIRECTIONAL YELLOW RAISED PAVEMENT. } TPP. IN 28 DAYS, 1HERMOPIA.iTIC PAVEMENT MARKING MAIER.M� (30�tiR-)TOO 10 r_ 3/16' PL AN MARKING MATERIALS. HARKENS ^tX1RB --._ I I nl --- .. FOR FRAME DETAIL. SEE RVG. N0.430 -.__. - - --___ --- /.- -- K -TNRIITRAFTICSIDE (� - --A-- ---'--- - - ------- - 1 J s TQ- ffi-.1 I O q 40 -- t:A([ 1 SAl�r FE,11 PA%Un r MAN= T--FUR CURB PLACEMENT - - - - f I^ I DD.OT6 COLOR.cY1 •IEI,D.71 �__ - - -- -�- 1 I • a • SLDPC PAVEMENT SEE RVG. NKI. 400 - --- --- 3. FOR GRATE DETAIL, SEE DWG. ND.440 vAIE$(1'ro i�) I� T-- -=T- -I>p� m/ m 1 I (Tn MT<. • -- - / I I , 1/z _ r I _ r 4• ��, Er ./, TT 1 13 1� 6 PAVEMENT / --- --1 1/z• IrPICA OR As PLAN t LNEOF"ICI`R[KU-' LOCAIM NOTED 1112'SPECIFIED BY FNGINCER --- D F VAO3 IT IO 4l m -- 4' - !, • tf tM► ••R DIBI TRAfTK�E - -- 1-- tS-1-- tS- ----- -, 1 p 30' Lt' --P�FU-1Tt -90E • •r - 4- YELLOW 114ES AT O'S11N'BIC IXUR tn�D 1 4• VEEP BUTTON 17 A e. ' OTHAMSA.. A -�----- - _ 4'YF11Dp WITH TYPE 1 B1-GRFC11uNAl RAISED P„l MCN. SUBBASE _ mrcH 8' WHITE LME ---------- TYPE ■ W DIA. PIPE a TURN NINE Lj MMAN NCS TWO 4' YELLOW LUES OR NOTE POISED PAVEI"T MARKERS. OUTSIDE LINE IS SCUD INSIDE A, e STANDARD 1'- 1 7/8' 10' - Ic^' " -_� _ O O `--- -- ---- -BDirIBI -t'= 4; E_ - - WI1H MONO DIRECiIONAI CRYSTAL 1N1H B1 GRECTKkJ4L YELLOW TYPE 1 MAKERS, LTNTFR IIfiM�Esil LANE 10 j30'PASTERN. --- - L OVERSIZE 2' 3 3/8' 1S' - 27 it 6• MIN I ------- I -rl r� iii ``I % TYPE 1 MARKERS (WHITE) MARKERS. LINES Or G - ° THIS PIPE DIAMETER DETERMINES ^ t4 I I r` 77 -1 1I N F q • FOR CRATE TYPE SEE RVG. ND. 390 iT v~i ------- ----- ----- ---------.--_.. -.----- -_- - �- ------ ---- - ---- --- TT V'- SEE TABI F BELOW MN>L • 1` MAX // ( ® O OX O - _ FLO REDUIRES TWO GRATES. SEC TRAFIFIC i • I I _ _. ` I ` , r= -- _ L'" I lX DVG. W.380 = SEE RVG. NO 370(pQ.1) FOR -- r SPA(]. I 1 - �_ Y °+ ■ 'STANDARD' AND 'DVEkSQE' ARE PLAN L SECTION A-A. TYP. 5 8" x 3'-BOLT ---•� 1/Z• I 1 _ VANES ,�� r-10 _ 1 -to- a - a - r 1 4U-I-4K! I l I S sPA�� •M• A' 11 VASHINC,TFIN CO. DESIGNATIONS. i•I - 1/4• 'p �' 1 1 I I I I I _L 4• W m m�l LRFZ CE.'{VT.D(DIF_-___ _1 C - m m lD .1'b'T'R. - S :o CU - TYPE• V DIA. PiPI 1 I `• 4 m m (13- 11. I Q 4 SQA S r - w a STANIIARD 1'-1 7/8' 1D•-12' • L--------I- I I I TIM TRAFTIC SDE - L EHL IRNTC SIDE e i TR FLOW ° ' oVERT[zEc'-3 3/8• t7•-?7• SECTION A-A ' '' ° '° SPACE I T IS WAOTD TV 4-*IT[ MTH LR`STA AN FO(: UNE 4- YELLOW OR WHITE JNE CENTER LINES TWO 4'','Eli OW FDR GRATE TYPE SEE DWG. IrIR LMS 4'YELLOW LME LI� TY 1 4' YEllow IiPE 1 LMITE YKRIO OEIEC IIW T r D J 3/B PATH TYPE 1 81-DIRFCTH)NA LINES YAT11 TYPE 1 B1 DIRECTIONAL YELLOW AS iHOWN ON PLANS. IAIES�81-DRlCCT1rRMA TEC'-OW M AAD NON RFFitCPVE TYPE 11 • - 1 BATTER DF 1/4• TO 1' T(, � ND 390 TYPE DIA, PIPE W. I.W. t� --- --- - RAISED PAVEMENT MARKERS TYPE t MARI(ERS. FACILITATE FORM P.EMOVAi YFUOW RAIRD PAVEMENT MARKERS MARKERS C- 4 1/Y VILI BE ALLOWED. SECTION B-B ° 'REDUIRET TWO GRATES SEE STANDARD 10'-12' 1'-3 1/4' 1'-1 7/8' - -- --- - i' 6' - DRAWING NO. Seo --- SECTION A-A ELEVATION B-B -------- -- ------ - ---------- -------`---'- ---------------------- IOVERSIZE 15'-27' 2'-4 3/4' 2'-3 3/8' (7 2. TOP OF VEEP SOLE •'SIANI)ARD' L 'OVERSIZE' ACRE - --" 0 sO `� O _ SECTION A = A AT SUBGRADE WASHINGTON CO DESIGNATIONS 1REUUIRE:S TWO GRATES -_I - vyw. unified unified unified AREA DRAIN, unified _ 51 ' c -T rI r -11r l _I�_ _.ISI__ �- E �■ • FRAMEsawww CATCH BASIN 4 sewerage CATCH BASIN LfA QO se�rerage A® TYPE II ame cyge I E&fM 1T M WING EXTENSIONS _ T --r LfA awwvF N]. 38U flu LANE SKIP LAE I!•NIDE TL&L INIERSEL-DON ^'�� DRAWING E B:\DET-USA\SD3A0 GRACING NET 420 B: DET -USA SD420 _ 9'ROE N.ITF OR YELLOW LIE. DkAW1NT NT731U U ❑I ?) DET-USA\SD310A DRAWING NO 370 (PG 2 OF 2) B: DE1-USA S037pB MITE LEI[ �� l� RAOTFI AND COLOR �YGIi LANE MARKING - SEF. SAME AS UNE BEING Ell ODOT BIKE UNE STENCIL STD. PRESETTLING BASIN - --P•-4 3/4• PERFERATED BOTTOM W I- P_3�___-____ - WIER TO ACHIVE -HIGH WATER _ -- - - UNIFORM DISCHARGE - 0.5' , TOP OF CONCRETE (2 SIDES & ENTRANCE END) _Ew. -- 1 .0 OVERFLOW AT END � 1 �------_._-_ A A _-'- CLEAN SAND A A INLET _ OUTFLOW PIPE -. . - TO STORM DRAIN fl X 3 4` ;D 4 ! 1/CM 1/4• SM [DDE FLAT BAR - ---ST. EDGE FLAT BAR m 6•s•�jeas�je -'_ SQ. EDGE FLAY - - FU�-e•.•�;••;pp0�+ - A BAR TYP. TPP.fllATE BAR ER EA3 -.-_ °o•Oo� °p44 -1/- 9 x B 1/Y x 1/4'L 1 2.0 7'-B' _-- __.__� a 31/2• I - .i.16�A-EYP, -„ AIN � --- - - ^� 5' DRAIN MOCK - 60 BE COVERED WITHDREO - TE.X. -- 2 1/4" P 2 , r --�-- P '/2' ..3,'@' 1 FILTER FABRIC sQ rDGE FLAT BAR- _ 3' C. TO C. - PLAN PLAN F Boni ENDS 3/1a" SECTION A A thl O O r P.I. ALL BARS 1 ,A 1•. t. '.: I r ' 11 1 I' rl TOPIPE 2` / /� 0 I rT FF 11 ' 11 1'1 11. OUTFLOW PIPk_ �21/ X58' l A S0. EDGE FLAT BAR - �1 11 I.t L IT - 1l I1 STORM DRAIN (18 EA.) 1 Vol - -- - . -- r N `IJ " lu , �IJ� dT N 2O.lJN V '-=1ti;,-�r.•--r-,----�r-`•'-1�---tr Iti- .. P1.AN 1 Ii _.T�------ -- -- --- -- 11y '';,1 I. .. I ► ...r• r' ^ (.• I,1 �II II 11 11 11 II 11 --y --- 1 I I t 1 'r 1 1•t t F ±1 --'1-- ---------- --- ® o U 11 I I i I I I •XI I ,11 Y 1 TYP. 1/P' x 3' BQT P V(1• .•U' u U 'U u V TY E, W. 1.W. I,.• -- PLANS BY A/E DESICJJ SERVICE STANDARD 1'-1 v2' 11-0• SECTION A-A iOVERSIZE 1'-1 v2• 1'-0• SECTION A-A \____PRESETTLING BASIN 9500 S.W. BARBUR BLVD. SUITE 300, PORTLAND, OR. 97219 (503)245_1131 1 REQUIRES TWO GRATES PERFERATED BOTTOM DRAMANC nnE - ' `STANDAfiO` AND OVERSIZE ARE WASHINGTON CONSTRUCTION DETAILS COUNTY DESIGNATIONS. V� �NC,I NQ uniflec� GRATE AREA - uNfled FRAME AREA Oagency unified -- - -- ' - PROJECT LOCATION , GRATEDRAIN, �'� RAIN TYPE II prep SAND FILTER DETAIL ' BEEF BEND P.U.D. WASHINGTON CO. ,� - A� agency, TYPE I I VA D LfA OREGON GRA'VINK, MLI 39U DRAWING N11.440 B:\DET-USA\SD44J DRAWINK, NU 430 B:\LET USA\SD43D R'\bF t u5A\SD390 REVISION N0. DATE SHEET NO, Deef Bend Court �! ¶ Apartments '<N v 0 06-19-96 U-� 12 of 12 NAIDP EXPIRES -30-YG WASCO CSAE FILE # 95-692-PD/S/D(R) ....' ;M NOTICE: IF IHEPRINTORTYPEONAN'r r11- 11f III III 1111111 III I II � I � III I ! I SII III � 11 ! II HillI II III III III III III III III III I !I III I I II III I ! I III I ! I � III III I I I ! I III IiIIIII III III 1111111 III lil III ! I I ' ' ��u IMAGE IS NOT AS CLEAR AS THIS NOTICE, I`I -I- -- -11�_._ I I -:I I I 13 I 4 I I 151 I hI ITIS DUE TO THE QUALITY OF THE No.35 ORIGINAL DOCUMENT ti �1tilik'I'l y LZ 9Z 9Z ibZ EZ iZ Ill 11IZ KI[ Bf I I Gr 91i ��[ 6ll f:11 Zl1 �T 18 I� 1L I 19 I l I L1111, 121 'lrIi Illlll�lllllllll illlllllll!III�IIII 11111!!11 ILII ILII ILLI IIIIIIIIIIIIIIIIIIII illi Ilii ILII ILII (IIIIIIIII IIIIIIIIIIIIII! IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII IlllLlllllllll 1111 illi lll 1LI�IIIIIINII o� IIII�lill IIII�IIIIIIIII�IIIIIIIII III 1111f �Ililllli