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11430 SW GREENBURG ROAD-1 T SW _ IF= S A L) 17= E 1" A ligr E: «k is f SHADY l.p I --- SW IMPROVEMENT PLANS I L GSTA IF NQRT ! ._. .1P A �` ST _ .. 10300; 000 � �1< N G ,r N a+ I SW LEWIS : 115 it � t,J I I I `• 4. T*MA a d'T � a ; I I - -- - - - - - - - I Sw si �► TA u. r _1 L _- III E I I I ADQW S i �' f L .CT I s I I L I ATHERIN[i. Sr "40► ,['('�t/��{_� lie i 11 I S z I - -- W VICINITY MAP Lij N.'T.S. ILd LOCATED IN THE NE V14 SW 1 4 OF SECTION 10 TOWNSHIP i SOUTH, RANGi NEST, WILLAMETTE MERIDIAN _CITY OF TIGARD, WASHINGTON COUNTY, OREGON I I TAX MAP: 1 S 1 35CA I I w I I TAX LOT: 1403 & 1500 ZONING: R-12 (MIN.LOT SIZE 3,050 SF) FRONT YARD 15' '—'---E— _ TO BE E_MOVED I I I REAR YARD 15' 1 I SHED I CORNER YARD 10 ' X I STING I I I I SIDE YARD 5' (20% RED. - 4') W I ---._ I I I �� `� ( (APPROVED FOR LINES LOTS 2/3, 4/5 AND 5/6. E X• HOUSE `- I OTHERWISE LOTS 1 D2 MAY BE ZON NG SETBACKS WILL AS APPLY.)ACHED UNITS. HOUSE � > W I (TO REMAIN) I U wl I ,� d a �, r� I EXISTING USE: TWO SINGLE FAMILY RESIDENTS PROPOSED USE: SIX SINGLE FAMILY RESIDENTS I I Io o ., I L _ LOCATION: 11430 SW GREENBURG RD. f \\� I Q ! I I I `�`� AND �oiw I I 1 11450 SW GREENBURG RD. y CD I TO BE REMOVED I I I TIGARD, OREGON 97223 NSR 6 I �-- I I o ' F 71��;;1;;;� pgR�er'o I (.� I Q I ZERO LOT LINE I Approved. I c / I V \\ << e o�,sT Nc VFN� C� 1 Ar 1. \ £ RUC Ct ! I For 10r, ' 'r.n,,,,, I..; [ ): OR£�%P NS PliRmtT N�-rLh�?oa 2 =�dn1�r7 �No '4Rk£0 Q SS See Letter to: OIiOw............... [; rf) I I ,A�c _ssob Addr 'h _ 0000 00000000.. 0#00 10 °090.0 °c£ EXISTING � / y. HOUS W (TO REMAIN) , . . 0000 0-) I I HARRIS—McMONAGLE ASSOCIATES, INC. 0000. : .•, ENGINEERS SURVEYORS \ \ GR I I P I I I 12555 S.W. HALL BLVD.TIGARD, OR 97223-6287 •• ' • • •00• PHONE: (503) 639-3453 ...NevR ACC 1p\ R 0..0• ` ,. S1 ^ I BENCH MARK \ \ \ \ I \ N GR££ \ \ I I TEMPORARY BENCH MARK ON 11 Q �eIJI I TOP FIRE HYDRANT OPERATING NUT BENCH MARK AT THE CORNER OF SW GREENBURG RD. AND SW 97TH AVE. TOP OPERATING NUT HAVING AN ELEVATION OF 213.16 FEET. OF FIRE HYDRANT BASED ON WASHINGTON COUNTY BENCH MARK #167 ELEVATION 176.38 A BRASS CAP IN A MON.BOX AT THE INTERSECTION OF SW GREENBURG RD. AND SW NORTH DAKOTA ST. Sheet Index Title Sheet 1 of 5 �— Grading Plan 2 of 5 - - - - - - - Street and Storm Drainage Plan 3 of 5 Sanitary Sewer and Waterworks plan 4 of 5 Standard Details 5 of 5 0 7.0 40 Greenburq Rd. 11430 SCA�.t: 1"=2D' PLM2002.00297 DATE REVISED: FEBRUARY 22, 2002 1 of 5 �^A REFERENCE INFORMATION AND NOTES: DESIGNED BY: ���ED PR DESIGN DESIGN w,L.Mc. SUBJECT TO REVIEW + ` AS SHOWN HARRIS McMONAGLE �°' N-1 NEF o -..� _- — -- -- ESAU ES TA ASSOCIATES, INC. W© R 1 TRACED s2, v W rKLf_NBGIRC-� f�O74I� — - - — - — ENGINEERS-SURVEYORS l�l � R.K.W. � _ _ t- JAMES CrASTILE & AUDREY CASTILE 2 2ND SUBMITTAL REVISIONS CITY OF TIGARD W.L.Mc. 01/22/01 OREGON CHECKED 1 IST SUBMITTAL. REVISIONS CITY OF TIGARD W.L.Mc. 01108109. 12555 S.W. HALL BLVD. �,�1 � SHEET - / TIGARD, OR 97223-6287 ''kr 12,lab° J.R.H. 81.00 SW DURHAM RD. TITLE SHEET ���� ✓� R. H1►�' � TIGARD, OREGON 97224 1 REV. _ DESCRIPTION — sub. AM. DATE PHONE: (503) )639-1232 639-3453 3 �E8 DATE PHONE: (503) 314-8042 VICINITY MAP REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30th, 2003 11/09/01 OF 5 Mal 11% - t NOTICE: IF THE PRINT OR TYPE ON ANY I r - I III I I II l i 1 1 1 ( 1 1 1 I I I i l Ijl ' .. ` r rfl f L L L L L ILL I I LILIIL L III L L LILIl� L LI! I L I �1 � � I� r ► LFIII t LII � t ILL I f ILL I L ILIII L LIL I t L{I III tl! I I � ILIIi� Ilil � ll II � II � I � � I � III � IIILIL LIQ LILIiLI. w''"'°�.` IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 2 3 I 4 5 I 6 I 7 I 8 9 10 I 11 I 12 L -- _ - -1 ITIS DUE TO THE QUALITY OF THE Na.3e ORIGINAL DOCUMENT 6Z 9 z Ilil ILII ILII IIII�III111111�111i IIII�IIII IIII�IIIIIIill II ► z I � 1 i l� l 1IIIA Il �18 ll�llII l fizII�IISI III II1ll1G z 9 s E i Le18 9 I ►O l� j8 rL I 9 j9 I �i b s z i?iil3N I�I�I►III ►lUlllllll1�1111111J1.1ll11.I I SII �► 111lllIIII�IIIIIIW 11►� I N N , n 4'-0 x • 2'-5, W r5 J 65 b O W Lai O F �j 'RADIUS a5MW. !:►•. E Era `:•. ',.'�! '�• f E $ $• 9� • CLEAN PR RUN OR a"-MNNUS GRAVEL E�� SUBGRADE REINFORCEMENT SaErnExTLE AS REGUttiED EROSION CONTROL NOTES: DEPTH I I ! I I •a0' MW. FOR SINGLE FAMILY AND Dl1PLEY RESIDENTIAL 1. CONTRACTOR SHALL INSTILL AND MAINTAIN EROSION SEDIMEMNTATION CONTROL I _ / I DURING CONSTRUCTION (ANYTIME OF YEAR) PER THE "EROSION PREVENTION AND I I X TO BE REMOVED I t, 8 SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK" DATED FEBRUARY ?I z 1994 AND THE CLEAN WATER SERVICE'S DESIGN AND CONSTRUCTION STANDARDS, I I X85 LAURLE-[LMP W R&0 96-44, CHAPTER 8. IL - I X86 HAWTHORNE12 87 CHERRY12-16 I- - -- -- - - -- - -II I I .• s F_ y 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL PLAN DOES NOT CONSTITUTE I I I 88 CEDARS I >��/` Z � Z I AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.. :SIZE AND LOCATION I - - I 89 CEDARI fi I ;�;,� , .' Q - X91 FINE36 .{, -_ OF ROADS, PIPES RESTRICTORS CHANNELS, RETENTION FACILITIES, UTILITIES, ETC..) I I I 92 MAPLE8 I - Lt_ Mo I I 93 MAPLEI4 I I I __-- `` W �W ; 3. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, I I 94 CEDAR8 � REPLACEMENT , AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE I I 95 MAPLE28 I I - - - '- � I F- NOTES: � � CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE CLEAN I I I 1 11 CEDARI6 I Z I olrlons�'x 2 a, / WATER SERVICES (C.W.S.) AND VEGATATION/LANDSCAPING IS ESTABLISHED. THE _ _ - W ao'DEEP BY :to• WIDE 8 _ I I 168 DICID.CLMP � a Y _ --- .� 93 92 - � � e• DEEP ar• �' AMUS CLEAN ROCK. `� �. � DEVELOPER SHALL BE RESPONSIBLE FOR M 41NTENANCE AFTER THE PROJECT IS APPROVED i ��, I_ _ - I 169 DICID.CLMP - Y - - - LLJ I Br 20. WIDE - N UNTIL THE LOTS ARE SOLD. a X 180 SPRUCE-22 I 3-e• cum Roar. +• .o. �; o I I I Q I 0E07WLE FABRIC TO�PRMW l cV t 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY f I �94 Lil SUB-ML aeralNo -- FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO CONSTRUCTION ENTRANCE Detail Drawing 4-5 SEDIMENT FENCE Detail Drawing 4-16 DISTURBANCE " EYOND THE FLAGGED CLEARING SHALL BE PERMITTED. TH_ FLAGGING SHALL I 9� � " 88 BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION 0' CONSTRUCTION. WITH I 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION I I 4 ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT I PROPE6�TY UNE MAY USED s`aRr TERM I N'/ UTILITY WORK AND W/ / d FF.213.Of t e'�"'• I I TABLE 3-2 PHASING OF DEVELOPMENT / SEDIMENT AND SEDIMENT LINDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, r �� ; ;1 1 211�� c ,,r:1f8 � I ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. �f�' I "A 8� _ 169 '�'^� EROSION CONTROL MATRIX \ \_ 61 \ COMNIERCIAL,SUBDIVISION AND LARGE SITE CONSTRUCTIONSTOCK Flow 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR THE I \\ ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES I I SITE SLOPE PILES N 1 1 I t ' 91 8� �, I I l I I <2% <100/6 <15% <20% <30°'s <500l0 >50'% SHALL BE UPGRADED AS NEEDED FOR THE UNEXPECTED STORM EVENTS AND TO ENSURE r O � I � 9Ac!•lylFeCI1RF$ THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 00 " I I N 3 I I.Gravel Construction Entrance 0 a a I (Sec 3.11) X X X X X X X 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND �� ai: I (n I FF.213.Of N MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. W W I �' I I CATCH BASIN AREA DRAIN r 2.Sediment force or btvrier at toe of X x x X X X X 5 I I '��• W � � '"Y•Y disturbed area(Sec i 3 2 and 3 3 3) ( T A MINIMUM I W I `tiI 3 Undisturbed buffer at to of disturbed A(2) 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED U U W� ( I I I I I OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. W I I G' '`� �� area(Sec 3 3 5) Z I I I / 4 Sediment fence installed on contours X x X X X X Q (spacing)(Sec 3 3 2) (,300') (150') (100') (50') (25') (25') 9. AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE / ' I 1 I o< w I I I I Q ( I WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE I FF.212.8t I �-- C°O a I , 5.Temp.interceptor dikestswales Orfv 1$ a ►t fv FLOW CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN I _� I� U I I bM II a IV I I � around active work areas(Sec 3 3 11) Io2 I I I WATER INTO THE DOWNSTREAM SYSTEM. � WET wiATHE� M�ASLt_S ova lap of bags. Z FF.212.9f-) 6S�stab3fsti ed grass I 10. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CO I I ( I I N ,� PLAN VIEW CONSTRUCTION AND MAINTAINED FOR A DURATION OF THE PROJECT. ADDITIONAL O 6 I < I = 1 I 7.2%min, straw mulch cover(Sec O O O o O o MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR `� C �` I ) 3 3 7) THE DURATION OF THE PROJECT. NS `L I �' l TR .� � �-- -_ �J / I l3 Erosion Blankets with anchors(sec. O O U U O O Nr r VC�/Oyv I I �G. I \ / �� 3.3 8) FLOW 16 11. S i ORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT �� S/14 CON k/j� V� I I \ - -- _I i L W I 9 6-mil plastic sheet cover(Sec 3 3 9) O O o O o ! a H �- SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. Me �\ I 8f ST RUCs I _- - - ^- I ILO) ^ T PLACED A RAPIDLY AS POSSIBLE. `� � �, 1pA + Ey/C�E I f I I a� to sediment trap or pond(sec 3.3 lo) u o o O O .• I 12. PAVEMENT SURFACES AND VEGETATION ARE O BE L CED S L �� A R F SCONSTRUCTION 0 O I +• I PiZST ' SF ft/-, I ( [J, I I Reestablish ground cover or • 13. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF A/O��c`] \� - 0/�£lyT �0 ) I I Iandscape prior to removing erosion x x x x x x x DITCH INLET ... . T (TFR ;• : `�N p - measures(sec 3.3 5) NOTES ••• , M i CONSTRUCTION. £kj . . C e. _ I , 1. ADDITIONAL MEASURES MJST BE OTC.,f `SING �GS - D-T(, I I Ker X-Base Meme CONSIDERED DEPENDING 7N SO!: TYPES. 'SO ?4 Ce S 4�1 '�! \ I A:Alternate to B w Measure lndrAW n Parenthexrs 2. BIOFILTER BAGS SHOULD RF STAKED I I 14. IF THERE IS EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM NOVEMBER 1 THROUGH ��. ` \� - 6 I I I I N-OPUS,ialBmMeatim,CanufmAMIwAbk WHERE APPLICABLE USING 2 '"x2" APRIL 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE ��\ £S �` S/ £ I FF.211.0t I ••Suppka�talWet weatberMewure(No�berI Apn,30)(�napnorto t) QF.R ••• T 0 I U-Alternate Wel Wearber Mauna to .. SECTIONS 3.3.7 AND 3.3.8, TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. C I I NOTE. Ifd,threntatmof he sic have conaderWkydiderenl�,,a..the ate�>e%hemvWcdup Wcrowonrric.ure. p . VR& k ! I I ickrtai for each arca amt dte apprutrnue column to the rnatnx INLET PROTECTION moil Drawln� 4-24- CONSTRUCTION -24- 15. ESC MEASURES SHALL BE REMOVED BY THE DEVELOPER WHEN VEGETATION IS FULLY \� BIO�F/CTFR P4AC£ CONSTRCE ION \ I i TYPE 4 , ESTABLISHED. OT( &AG ESA I s 104 S OTLC4-5 I ,, ••••a• • s 24 � / SFO/ \ ` 16. ESC HOT LINE PHONE NUMBER 15 844-8444 �N 8 kj P \ -72,59" �� EfvC E I t 17. ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THESE PLANS OR AS DIRECTED BY THE \�I'I' £ Ori 4� I I USA INSPECTOR PRIOR TO ANY WORK. Iv P 16 �Eko , GRADING NOTES: I I CUR e�' I BENCH MARK I I � � � E �• � - " --, �• I I F.H. W WEATHER ROSH CONSPECIAL 1. THE ROADWAY CUT AREAS ARE TO BE BLENDt=D TO � I I � `.. 'V V ` o e/` �`�-� THE ADJACENT LANDS TO FORM A GENTLE SLOPE OF 4:1 OR FLATTER. AREAS IN EXCESS I I I CCB " /Q �� /� ry "'� 0'`F/ P'- 1. THE "EROSION PREVENTION AND SEDIMENT -ONTROL TECHNICAL GUIDANCE HANDBOOK" OF THIS SLOPE SHALL BE HYDRO-SEEDED OR OTHERWISE PROTECTED FROM EROSION. - - \I 0R Qq�C F� _ IS HEREBY MADE A PART OF THESE PLAN'S. ANY COMBINATION OF THE VARIOUS MATERIAL PLACED ALONG THE EAST, WEST AND SOUTH PROPERTY LINES SHALL BLEND i I I I R 83~4,9 W �' 4�24 ,� MEASURES SET FORTH THEREIN MAY BE EMPLOYED TO MITIGATE THE EROSION THAT INTO THE ADJACENT LANDS TO FORM A GENTLE SLOPE OF 4:1 OR FLATTER A MINIMUM I I I I 0 �� C `' - MAY OCCUR FROM SEDIMENT LEAVING THE SITE. OF 5.0' FROM THE PROPERTY LINE. 2. ANY GRADING MATERIAL THAT IS STOCK-PILED ILED SHALL BE COVERED IN ACCORDANCE 2. THE ROOF AND FOOTING DRAIN LINES FOR ALL OF THE LOTS SHALL DISCHARGE INTO I I I I \ O WITH 3.3.3 SEC. 5, 6 & 7. THE STORM MAINS OR THRU THE CURB WEEPHOLES. I I I I ^•i 3. ALL EXPOSED SLOPES IN EXCESS OF 109 SHALL BE PROTECTED WITH EROSION 3. THE HOME BUILDER SHALL FORM A SWALE ALONG EACH SIDE AND/OR REAR LOT LINES AS I I I `� � BLANKET (SEC.3.3.8). STRAW MULCH OR WITH TACKING AGENT OR MACHINE APPLICABLE TO MANAGE THE DRAINAGE AFTER THE HOMES ARE CONSTRUCTED AND FINE PUNCHING (SEG.3.3.7). I GRADED. 4. ALL DISTURBED LOT AREAS SHALL BE SHAPED TO DRAIN AND FINISHED WITH A SMOOTH I I I I I� I \ DRUM ROLLER TO PREVENT PONDING OF SURFACE WATER. I - - - - - - ( I I �_�T 5 EX Ce _ I 5. ALL FILLS ON LOTS TO BE COMPACTED TO 90% MINIMUM. (DIRT/ROCK T-180) MAI-r� 1 S 1 1 35 G D ALL ROADWAYS TO BE COMPACTED TO 95% MINIMUM. (DIRT T-180 / ROCK T-99). - I 20 40 Greenbura Rd, 11430 SCALE: 1 =20' PLM2002-00297 2 of 5 SCALE - _ REFERENCE INFORMATION AND NOTES: DESIGNED BY: �E� PRgfr� DESIGNW.L.Mc. SUBJECT TO REVIEW ESA 7"� T��+ AS SHOWN HARRIS•-MCMONAGLE NG►NE % -- --- -- - ------ -- - U ES ASSOCIATES, INC. `�`o sz>I TRACED v W �l��N��'i�� RG1;.1�� SCG- GRD - � - ENGINEERS-SURVEYORS ���y _ R.K.W. - 7 2ND SUBMITTAL REVISIONS CITY OF TIGARD W.L.Mc. 02/22/02 OREGON CHECKED JAMES CASTILE & AUDREY CASTILE SHEET 12555 S.W. HALL BLVD. 8100 SW DURHAM RD. GRADING PLAN 1 1ST SUBMITTAL REVISIONS CITY OF TIGARD W.L.Mc. 01/08/02 TIGARD, OR 97223-6287 ''4r ta,Ewe° • J.R.H. 'or �� TIGARD, OREGON 97224 , I 2 REV. DESCRIPTION SUB. APPR. DATE PHONE: (503) )639-1 232 3 �F8 R. N�P� DATE PHONE: (503) 314-8042 E.S.C. STANDAR[ DETAILS REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30th, 2003 11/09/01 OF 5 NOTICE: IF THE PRINT OR TYPE ON ANY i l I III III III III III III I I III III III I I III III III 11! 1 1 1 III III4111 I III III III 11! III III I I III III III III III III III I I I I I I I I I 1 1111j IIII ' ' 111 I � I I �� I 11111111IL111111111IMAGE IS NOT AS CLEAR AS THIS NOTICE, L L 1 4 __. -- - 6 - ----I----- �-- . .------ -g1 _--....___ 1- - ---- -- �_ ITIS DUE TO THE QUALITY OF THE Na'f8 � III�IIEIIII IIe Z I JZ lip II1IIe ZIIZ ilI1II l8llllitI Mil I111ZII� III�Ih� IIIIT II, Iji � IORIGINAL DOCUMENT � � t �1 ij J \ _ , , 10'P.U.E. STREET LANDSCAPING TREES T n "t U) -H o 0) 44 12' TRACT A 12, (EMPLOY 3 DIFFERENT SPECIES) Z uA N 0D N q"� DRIVING LANE -�"-- DRIVING LANE ------------ M I 0 n I ¢ a M + o (21 CT.) STREET TREES . I vi �! d .- I 4 I N 3' -�•- ..-- 3 (PLACED AS SHOWN) - - ---- 212 = N a 3 � _ It 3 --- z cry Ln v w an c� $ N cy- 212 6" 6" CITY OF TIGARD �� o Q ON il- U U N M --a► �- r o LJ�� m CURB CURB ,,� APPROVED STREET TREE LIST: Lv Q 3 `� ` tt I + Z w , o - EXISTING 2% fl 290 g" r 4r OREGON WHITE OAK z12 � + o; + Q� tl o 1- m o 00 c0 EIS ING 6" 2% �_ NORTHERN RED OAK __ v A 0 v cv a � 212 D I p 3�. I GROUND _- - - - j I � I CITY OF TIGARD WILLOW OAK II � 'll II II w � � r cn w f- v 3 c� DTL.#126 EASTERN WHITE OAK +I II o EX GROUND (CL) I TING �- --- - -- ---- E=, :• „• .- " CURB & GUTTER BLACKGUM cr d a < jU- Y L,�.c N0liI a KI�FlT �� ` • _.__-- COMMON HACKBERRY Qi o U Q ` CURB CONSTRUCTION NOTE: o I N FINISHED GGUTTER OF RIGHT SIDE CURB DAWN REDWOOD + x m I 1 GRADE P s >t CURB SO IT WILL SHED DRAIN. EUROPEAN BELCH rn © r -__. LACEBARK ELM = -� - \ � SHALL SLOPE 2X AWAY FROM - �+ � - 208 I CLASS 'B' WKFIL 1 4 1 208 30 WIDE TRACT A HONEYLOCUST g 0 ----� - ._ - - - - _ ------ EX.GROU D LEFT SEE OUTLET DET L G PRIVATE STREET SECTION o w FUL W.S. 206.9 N NO SCALE _z P OF CUR PROFILE Z 2" CLASS "C" A.C. BASE LIFT 208 1 �' J I I I -' 208 1 -1/2 CLASS C A.C. SECOND LIFT PUBLIC UTILITY NOTE: V 4 z �- -- ((��t 1F f ui GUTTER LIME l yYfR�V' _ 10" P.V.0 2" 3\4"(-) BASE ROCK 1. PGE TRANSFORMER AND CROSSING LOCATIONS E w- o ``- � r - _- A 7" 1 -1\2"(-) BASE ROCK OF SW GREENBURG RD. AND SW ESAU PL. ARE R 0 o ao a ! � 77.0 �F 36" C.P. k _ - S*0.0020 S=0.0060 w E NOTE: SHOWN FOR REFERENCE ONLY III o+ a I I o X NO PARKING ALLOWED ON SPECIFIC UTILITY LOCATIONS.SEE PGE PLAN AND CONTACT PGE FOR T cn S ESA a w 26.4 LF PRIVATE DETENTION PPE PRIVATE EITHER SIDE OF STREET S 2 I I _ _ _AC PROFILE 204 �" �► C 4 =ozI _ P_�_- - - _ v c.� 204 � ,� A VERT.: ; -2° TRACT �WEET v IE - O 5-0.003 1a� ,� L PRIVATE ST Pn LO P�•� E R Ki Ki ( MH's FOR STT RM TO HA)/E SHEAR INTS s 204 T N N m END PAVING STA.1 +62.22 p _ - _ _ - 204 PER PLUMBING CODE. CONSTRUCT CURB CL U 0 20 40 w w j _ACROSS END OF STREET __ _ - __ __ HORZ. IALE `-- S 2 -__ --_ � z Z._ Z � o - � I TC.210.73 I (n C HORIZ.: 1 =20' coo cpo 1 coo I u� I I 1 Q 1 J N A VERT.. 1 =2 o 00 o ( W W o Ki Ki ui INSTALL (PVT.) ST EET LIGHT I ., L N (4 N N o 0 o SHIELD NORTH 1I '�E .LAMP) ( w a Q IY L; E 200 LjI Fi Li w w N w 200 f TO MITIGATE GLARE ONTO �j 0 - -----L W - = ADJACENT PROPERTY I n. c., Q H" W a' a 0 STA. +62. 2 LT. STA.1+62.22 RT. I 1 o a W U W D nl 20 40 TC. 10.49 TC.210.97 I BEGIN -C RB I 6 HOR7. SCALE ORIFICE DATA 4 1 1 1 STA.0+3 5r --d N0. EI EV. DIA, INCH.) 1 TC.209.89 ITH V ��° m 1 1 203.70 2.2" COA-3 _ _ I I I BULLNOSE END AT 8 CK CL 5Q INSTALL (PVT.) PRIVATE STORM DRAINAGE CONSTRUCTION NOTES' RIM.209.8f 2 205.55 2.0" 1 1 I OF DRIVEWAY APPRO CH STA.1+36.9 3 I STREET LIGHT - 3 206.90 12" b I � P I 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF TIGARD CWS.DTL.150 I O 1 24' SPECIFICATIONS, STANDARDS, AND PUBLIC WORKS CODE. " J I r-- INSTAL 1 RIM.210.4f I � I BEGIN CURB 12 OVERFLOW RISER \ 14-211011- y. ay_ , ION C/L 1 R fk 6' R�I1' STREETSIGN 2 2. STORM SEWER CATCH BASINS SHALL BE CONSTRUCTED PER THE C.W.S. AND FULL W.S. 206.90 CONNECT RISER TO WALL 23 -- ISTA.1+57.22 A £ppgC S/k, 3 I STA.0+29.67 CITY'S STANDARDS AND SPECIFICATIONS. i WITH STAINLESS STEEL STRAPS I I F S N £ S .ew TC.210.27 WITH STAINLESS STEEL BOLTS " VQ ' a I 3 I ROM £Cfs �w 209 Qw STA.0+31 .67 _ BULLNOSE END AT BACK 3. TWO 4" WEEP HOLES SHALL BE PROVIDED THROUGH THE CURB FOR EACH IE. :: •x.70 IN -{- ° EPDXIED INTO WALL o Lq I I PP , 1 STMsw SAR �`� ?09.39 1 FG.209.58 I OF DRIVEWAY APPROACH " ( 11+12 I R LlN£ �� 1� �p LOT WITHIN TWO FEET OF EACH FRONT LOT CORNER. 36" DETEN''iC.�P� PIPE ° , p� 4. ALL RAIN DRAINS SHALL DISCHARGE THROUGH THE CURB OR INTO THE EMPTY W.S. : :13.60 c FLOW- `�j ! ' 127 LF PGE I I f.� Ce " Qw�09 2 PRIVATE DRAINAGE SYSTEM. - - a ` 12 PVC I I i w m -14" PVC 5. ALL PRIVATE STORM DRAIN LATERALS SHALL BE 4" P.V.C. PRIVATE D 12"x 12 TEE I I ; 0 ' I F" 1 1 6' 91 0 STORM DRAIN LINES SHALL BE CONSTRUCTED IN CONFORMANCE 'n 12"CAP I I ; N w 1 1 1 0O �� TC.209.61 Gv .209 1 1 3 SCgp£ £s WITH THE UNIFORM PLUMBING AND BUILDING CODES. SUMP EL.200.60 M I I GUT.209.11 9 Q' MT _ �I P S R 1 ��� S ON MOV 2S Q I GUT 8.� 1 U• �. 6. A PRE-..ONSTRUCTION MEETING IS REQUIRED; CONTACT CITY INSPECTOR; I I . '� �i N o r- 1 STA,i+03.4 STR(� £ 3)' Rn 2C9 11 60" 1 G CT OR/V�CURS 5� (639-4171), FOR A TIME AND PLACE. NOTIFY MATT HARRELL, .A-2 0+ 5 I� ;;� I o Q o I CWS.D11.010 s• THE CITY INSPECTOR 24 HOURS PRIOR TO COMMENCING WORK. LYNCH TYPE 23 , I P� R W, '� f I RIM.210.1 t E Y GU T x• 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELD ST.STA.0+48.47 4" P C o ��� o z ~ ' qN n'£R C.2p 6 S MANHOLE OUTLET DETAIL I + 10+76 2 v, �,� �' N a C/ S/o�.wq�k ��T2o9 49 � /w LOCATIONS IN COMPLIANCE WITH OAR 952-001-0010 TO OAR 952-001-0080. GUT.249.41 27 LF 8. STORM PIPE SHALL BE -QQRROQATED PPOLYETHYLENE PIS, (C.P.P.) OR 60 WQMH.A-1 I W/9.0 LF 8"DIP PROPOSED "...I �'- ' 14" PVC 9 EQUAL AS APPROVED BY THE CITY. NO SCALE f 6'x4'x4' i I a- I I 1 1 R 6 UTILITY VAULT ( I ' w W i I �� 1 1 �' A 'D 9. ALL UTILITIES SHALL BE UNDERGROUND. aw I TQsrq CCATC I ! s Q a I a U - z 8 00 N la £ R£ GUT �S/ I !I a �, r- 3 1 BEET CONSTRUCTION NOTE; n: 0 - c NSTR&,8.85 WQMH.A 11 i w o e- �' I PP '^ .. .. STREET LIGHT CONSTRUCTION NOTES: .., 1. ALL WORK ANMATERIALS f PP 18 wg OTS. CTEO STA.0+2 .41 ; N Fz � i 1 I 0 D SHALL CONFORM TO THE CITY OF TIGARD v N �SUMR #225 CWS.DTL.515 0"{ � w SPECIFICATIONS, STANDARDS, AND PUBLIC WORKS CODE. ca Iii ` 4lN. N PROPOSED STREETLIGHTS PRIVAT- •• •• , IE-206 E � J RIM.209, t I ,u , I o N � 1 �� ..... .. . .. . 2. THE DEVELOPER SHALL INS-iALL STREET LIGHTS PER THE I 806'90 XC B - T �SCApf �o p o�� o , I y LIGHT TO BE 25-FOOT, BRONZE, AROUND, TAPERED, E E C TY OF TIGARD \ 0/p/�, R £l �;' �FS,NT Uf. �\I B, ^ S r o I I - -� I DIRECT BURY, FIBERGLASS LIGHT POLE, WITH A i(10 WATT­. APPROVED P.G.E. LIGHTING PLAN. C C (Np °j £S �£ ��\ �� a ", f 13 TYLE�� �-4 0 5l �I I' 1 I 240 VOLT, HPS 'TOWN AND COUNTRY STYLE MINAIRE. PRIVATE LIGHTS SHALL BE METERED SEPARATELY FROM THE PUBLIC �S R��t lQf 2G 0 \r fX/ j27 LF I I 1 QUANTITY REQUIRED: TWO (2) STREET LIGHTS. • Y , /iy _- P.V.C. a��� ; q(K CF \\TING ,` P ' ! 4" PVC INSTALL STREET LIGHTS. ELECTRICAL INSPECTION REQUIRED. s S/ �- ¢¢ I c LATERAL �^'To s ���£Wq� -POE , 6 ALUM.CAP US POSTAL SERVICE I 1 + K MAILBOX CLUSTER 3. APRE-CONSTRUCTION MEETING IS REQUIRED; CONTACT THE CITY INSPECTOR IE.206.90 IN S, �� 30 Gq%v&� �' rS S�\� r �2 ` I ',�c, ST C/L FOR 6 I 1 DETALS: +• W �Op Rc \� -_ STA.0+36.95 ALL LOTS. 1 A E CONSTRUCTION D .A S_ (639-4171), FOR A TIME AND PLACE. NOTIFY MATT HARRELL, O G' WQMH.A-1 0, x ( _ THE CITY INSPECTOR 24 HOURS PRIOR TO COMMENCING WORK. �• Q� STA.0+26.4 R?�^Ie R P °iR I 1/ v� 0 CW R " ,L U�C REPACE SIDEWALK I �,�\ EC\gCc N ( 1-EACH 2-EACH G S Gi�.S i.. 0 RO ��AS NECESSARY 25 / ��, `Ess I 4. THE CONTRACTOR SHALL t`i071FY ALL UTILITY COMPANIES FOR FIELD �j�� G O RIM.209.8t G'15 qQ --c/V X1,1 t , S £ 0 w y250,10•A eMo sw �\5�0, I LOCATIONS IN COMPLIANCE WITH OAR 952-001 -0010 TO OAR 952-001 -0080. 'tO�O'S�O 2 S9'' Iy N Q f IT `4 Ek 24"x6" ��• X43 \ l� ps 4 q l sr/NG Cgpf-E RD I EX.�uIAI BOX's No �TLET ( ) (�2 x18 5 A CITY TREE CUTTING PERMIT IS REQUIRED FOR THE ENTIRE SITE. �i R 4 12 SMT I\ \ GqS �� lkl - p 3 / S TO REMAIN 6. WORK HOURS SHALL BE Ri STRICTED TO THE FOLLOWING SCHEDULE: MANHOLE DETAIL I T- \ \ ` �, / � � 29� ,\ ti/�.�lQ£k'q�K „` I BENCH MARK 5 4 I \ \ ,1 0I _ / s � f 1 EXISTING BETWEEN 7-AM. AND 9-PM MONDAY THROUGH FRIDAY 60 WQMH.A-1 I \ 2i _. � £X� � W14--1P W2 "� N �( C I FIRE HYDRANT BETWEEN 8-AM TO 9-PM SATURDAY OR 9-AM TO 9-PM SUNDAY NO SCALE I \ \ ` / Ni \ M VR� h' 7� I 1 \ Oi 4; ` 4"LETTERING 1-EACH 2-EACH (NO WORK IS PERMITTED DURING THE HOURS OF DARKNESS) I 1 \' � I, �i N >1, t'REM k � 7. IN ADDITION TO THE EASEMENTS SHOWN ALL FRONT I 1 1 1 \ \ �I 0►�� N i � �.�� .I � `� Q 3 44. Lv � SQ sw ESA � (24%6") LOTLINES SHALL BE SUBJECT TO AN 10.00 FOOT WIDE EASEMENT FOR I I I �� _ 1 STq ? R8jye ��ti -� (12"x18) STORM DRAINAGE, SANITARY SEWER, WATER SUPPLY, LANDSCAPING, MEM DRAINAGE LATERAL TABLE I 1 I - Y 9�Og V�If,` \, a G`(3 a i \ F 1 ` 3"LETTERING 3"LETTERING SIDEWALK, AND OTHER PUBLIC AND PRIVATE UTILITIES. LOT# MAIN IE. LAT IE. LENGTH SLOPE FlN.GRADE DEPTH I I �' -� c2o g� p12 3T 28 % <LL-- 8. AN OVERALL BLANKET EASEMENT FOR MAINTENANCE PURPOSES SHALL I 1 206.90 207.50 27 LF 2.2% 210.50 3.0 � I I i '� � � ` ..> PRIVATE 5 EXTEND THE PRIVATE ROADS FOR SANITARY SEWER, 2 205.20 207.00 27 LF 6.7X 210.90 3.9' I I `\\ \ ��`_ Ta, BLUE BLADESyNi11E LETTERING D3� - W2 STORM DRAINAGE, WATER SUPPLY AND OTHER PUBLIC AND PRIVATE UTILITIES. 3 205.20 207.00 27 LF 6.7X 211.10 4.1' 1 I I EXISTING \ ` - \ 1-EACH 2-EACH 4 205.30 207.00 23 LF 7.4X 210.70 3.7' I 1 I 1 UTILITY VAULT 9. ALL UTILITIES SHALL BE UNDERGROUND WITHIN THE SUBDIVISION. 5 205.20 207.00 23 LF 7.8X 210.50 3.5' 1 1 1 I - - - - - - \ UTILITIES ALONG SW GREENBURG RD. MAY REMAIN ON OVERHEAD SERVICE; 6 206.90 207.00 18 LF 2-OX 210.40 3.4' I \ \ DEPENDING ON UTILITY COMPANY PROVIDERS. IF SO, A FEE IN LEIU OF I I \ " WILL BE PAID BY THE DEVELOPER. STORM DRAINAGE LATERAL AT 2X MIN. 1 1 - 1- I \` \ ` ` ` (3v"x30") (12 x18) - J 1 1 0 20 40 STO LOT 5 �� 1S 1 1 35 D i SCALE: 1"=20' K .. (3D W2 REFERENCE INFORMATION AND NOTES: SCALE - DESIGNED BY: ��AF<, PROFAC��/ S�W.L•Mc. SUBJECT TO REVIEW AS SHOWN HARRIS--McMONAGLE �°' GIN NEO ------ --- ------ _�_--. ESA U ES �- UTILITIES RELOCATION REQ. &SSOCU INC. s TRACED TA TES --- OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY ENGINEERS-SURVEYORS ¢� � R.K.W. SW C�R,�fNF�GlIeC71�0y4D DING NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR.952-001-OU10 JAMES CASTILE & AUDREY CASTILE CG-57R 2 - 2ND SUBMITTAL. REVISIONS CITY OF TIGARD W.L.Mc. 02/22/02 THROUGH OAR 952-001-0080. COPIES OF THE RULES MAY BE OBTAINED FROM OREGON CHECKED 1 - 1ST SUBMITTAL REVISIONS CITY OF TIGARD_ W.L.Mc. 01/08/02 THE CENTER BY CALLING (503)232-1987. IF YOU HAVE QUESTIONS ABOUT 12555 S.W. HALL_ BLVD. SHEET REV. DESCRIPTION SUB. APPR. DATE THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE TIGARD, OR 9 7223-6287 ��`'k r 12,1 \� J.R.H. 8100 SW DURHAM RD. STREET IMPROVEMENTS CORRECTED AT THE PERMIT HOLDERS EXPENSE. PHONE: (503) 639-3453 Ile$ A 0 TIGARD, OREGON 97224 FAX: (503) 639•-1232 °ATE PHONE: (503) 314-8042 STORM DRAINAGE PLAN 3 REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30th, 2003 11/09/01 � Greenburq Rd. 11430 PLM"002-00297 3 01 5 NOTICE: IF THE PRINT OR TYPE ON ANY III+III III 11 III III III I I III III III I I III III III(III IIIIIII(III I I III IIIIIII III III III III I I III III III III I I I 1111 I I I I I ' I' I I I I 1 11 111 III IIIIIII I II III IMAGE IS NOT AS CLEAR AS THIS NOTICE, /� I j I f g- ---- - --_ ___ _ _ 1ITISD F - U TO THE QUALITY OF THE _,.,,.„ ... - ORIGINAL DOCUMENT S 8Z 137, I GZ 9Z Z bfZ ElZZ i1Z U7, e�t Tole �� � 7�Zl ►IIl illllll IIIIIIII III►11111 IIIIIIII IIIIIIIIII►II ►►IIIIIII llllllll► INI ►►ILIIIIII IIII , �IIIIIIIII(Illlllllll ►III III II II� Ili I III �IIIIII►Il�lllllllil�ll 111 fl I �IIIIIIIII�(�1111I11111111(1I I�Illl�ll.i,llll�llll�lll(111 dull . 11111111111111111� MATER CONSTRUC-DON NOTES: N 1. APPROVAL FROM THE TUALATIN VALLEY WATER DISTRICT (T.V.W.D.) IS REQUIRED PRIOR TO RECEIVING A T.?.W (CITY OF TIGARD PUBLIC WORKS) STAMPED APPROVED ON CONSTRUCTION PLANS. L .Q 4 k I I I � I I I I I � Q w W 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF 1.V.W.D. STAMPED APPROVED PLANS ON THE - E 1 _ - _ _ J 0 w I z 1 z 1 CONSTRUCTION SITE Al ALL TIMES. w I 7�Z = o � 7 0l I _ I I 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS WITHIN NEW I I I I � j z o �- - 01 i SUBDIVISIONS. I I Q I g r` NI � ter. ui eco �► I I I W I z + °'o I + �' a; Mr- � o o + _ � q u o cv q o .- 4. NOTIFY T.V.W.D. AND T.P.W. 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO ` 1a• ie' �_ - _ 61 SET UP A PRECONSTRUCTION MEETING. TELEPHONE 639-4171. s I I 212 w I 'D I U I U 212 5. ALL WORK SHALL BE: IN CONFORMANCE WITH A.W.W.A. (AMERICAN WATER WORKS J I I I ASSOCIATION) STANDARDS AND THE UNIFORM PLUMBING CODE. 4 I I EXISTING GROUND I 6. ALL WORK WILL BE INSPECTED AND APPROVED BY T.V.W.D. AND TIGARD BUILDING DEPT. I I __--- I I MH-A-3 -- I _ -- `-- -- ----- - -,� _ 7. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36` OF FINISHED GRADE, OTHERWISE 1 1 1 I_ 'A' VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. \ + STA.1+75.6 UNE 31 F I I CWS.DTL.#010 SURFACE 1 ` 4" PVC ( RIM.210.6f = 8. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ.FT. OF BEARING .,URFACE ARE \24 FRO ( 1 I I I � I w � TOP OF CURES 0 REQUIRED AT EACH TEE, CROSS AND BEND LOCATION (SEE DETAILS FOR MIN. BEARING I M � 6 � PROFILE. AREAS). \�� M /N 1 I 3 ( 20a J .l m z 208 I 1 I I U- 0En 9. A 2%4'40', PAINTED BLUE SHALL BE INSTALLED IN FRONT OF EVERY WATER I I 19 55 I ! I a = m I SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. I S 11450 SW GREENBURG RW uj I TIGARD, OREGON 9722 I 6' --r- I 4" PVC I I o 10. PRIVATE WATER SERVICE LINE TO THE LOTS SHALL BE t-INCH SCH 80 P.V.C. 1 I I z o A PLUMBING PERMIT IS REQUIRED FORM THE CITY OF TIGARD PRIOR TO CONST. I W - 1 119' FROM MAIN I I I �� �� _ o Z _ z Q I I o _EX.12 R 11. T.V.W.D. WILL INSTALL ALI COPPER SERVICES AND SAMPLING STATIONS PRIOR TO BLACK I 1+34 1 J ft q CKFILL TOPPING OF STREETS, WATER METERS WILL BE INSTALLED BY T.V.W.D. UPON INDIVIDUAL -� 31 F w W w I I I I '�,�,� I Z 2 1 CLASS B BA 4 PC1 v {- I. �I o � I REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN I ` w U J 0 a I 0 Y C �� IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION �_ 1a .I a z o I I I �� 204 0 W 0 S B BA DEVICE, NOTE: MINIMUM OF A D.C.V.A. (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE I - I J 1 1+19 P� I t W Gam' 204 PROPERTY SIDE OF THE METER. THE BACK FLOW PREVENTION DEVICE SHALL BE INSTALLED EXISTING WATER ME�L`F� IN THE a = 1 19 LF 2 �� -- v N --- +- - - - EXISTING DRIVEWAY APPRO 1 u 1 " I �y I I ,� I I i _ 4 PVC '� � 3 a _. AND TESTED B" THE OWNER, WITH THE RESULTS FORWARDED TO THE T.V.W.D., I a EXTEND METER SERVICE LINE -� � � � o z � 8" p�V,C, D-3034 1 BEFORE WATER SERVICES CAN BEGIN. �! TO BE EXTENDED BY T.V.W.D, 1z o. W ( 1 I I Eli LF I< cv c Q I! I I I ( I o p o EX.15"STM_ 1 OPERATION OF VALVES IN THE T.V.W.D. IS PROHIBITED I ,� CO5T OF THE EXTENSION TO BE I� `- > u , 0 �_ So THE DEVELOPERS RESPONSIBILITY. I J I t DI (Y i 178 FROM MAIN I 8" D•�•P' - -- - EX.WM I xz to a �I W _ a wQ REMOVE D/W APPROACH AND lir I.- I ( I 3 I J I Q` REPLACE WITH CURB AND SIDEWA K. � z 10 L� i v I Vl I r 0169 0• (� I I I � I 5 I I / \ I __ TO REMAIN LOT 6) 6 0+ 4 h �I L-J o I I 1 1430 SW GREENBURG �� S I W Q BU G RD. I I 200 z Z _EX.4"SAN 200 431 P � 1 i f 1 I j j I c~i� I TIGARD, OREGON 97223 4 - r�,: 1 a �; z 1 0+74 I V ^ � ? c z o- - 1 ; . n 19 LF 1- - - � 4" PVC I I E O rn OD rr- rn coo R ^ r o N c�i £k/ 1 J ;! I MH-A-2 I T w W 1 0C14 0 1 0 0 0 o ,Sr/NG WM 1 }i? -- - SfA.0+53.3 LINE 'A' I I I x w w I n -- _ �` £k CUR SOf4y ,( C4 1 CWS.DTL.#010 I I I S 2 1 0 N 1-I E 'SEK I RIM.209.7f I ! C HORIZ. 1 =20' ----� ^ Y ^ T V��� 12•• �Wil. .' ��, �� M L \ I I A VERT.: 1 =2' G q WD ��o.l.P ,� ,; %,,, £X� , EX.WM I L SANITARY S ER PROFILE \ G,1 ND '- ; I �qC>' '�T _BEHIND EX.51 A K GqS RVN T�1P �� '"�2.�`ft � 1 AN`7 N � TO REMAIN LD 1L E 196 I I A COP MA/ 1 �_ . / O ro• ( ) I I --- 1- 1 I 196 EO A£R N FOR SERV % 8c O ' U 1 - _ P a �� I 0 QqS �'/S � B / , CAT/ONS 10TS 4�£S AA;�C�. G) ! I C 20 40 8 V p l4cs l'V�c S SqN� T S. C£ ` I I HORZ. SCALE SA[�I�TARY SEWER CONSTRUCTION NOTES: I f -�� ARy C o 2��» �Ry _ EXrM SERVICES i kC Jqa Q, s. ` sem,f\ R `FOR S£RV/C�� Sk�Sl/HC _� OF SIT 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH OTS £S S/p THE CLEAN WATER SERVICE OF WASHINGTON COUNTY C.W.S. AND 1 I •� C; ; A EXISTING ( ) � "`�� £k,c �� I FIRE HYDRANT THE CITY OF TIGARD (C.O.T.) STANDARDS AND SPECIFICATIONS. o ll�� DRQ SANITARY SEWER LATERAL TABLE ��` £kjS 1 2. MAIN UNE PIPE SHALL BE 8" AND GREEN COLORED SERVICE LATERALS SHALL BE 1 IGA / �., vN T/NG - _� ` LOTJ MAIN IE. LAT IE. LENGTH SLOPE FIN.GRADE DEPTH 4" PVC CONFORMING TO ASTM D 3034, UNLESS OTHERWISE NOTED ON PROFILES. - I I S S'TA O G MAN 12 h ` , +p0 NOS O/P 1 202.02 202.36 19 LF 7..O�L 210.75 8.4' 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 1 I I I I qs R/M,2o\ A' C ££ PRO 2 202.28 202.62 19 LF 2.09 210.97 8.4� 8 FEET INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WfTH A ��6 - �NNFC FILE ��.� � =� 3 202.48 202.82 19 LF 2.09 211.15 8.3 2' x 4" PAINTED GREEN, EXTENDING FROM THE INVERT TO A MINIMUM OF TWT? NOr� �L;� 4 202.57 203.15 31 IF 2.09 210.75 7.6' FEET ABOVE THE GROUND SURFACE. (SEE DRAWING 170-SA) 5 202.36 202.94 31 LF 2.OX 210.56 7.6' "'+ �4N qRY S� 6 202.08 202.66 31 LF 2.OX 210.32 7.6' 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE GF Tx. I I I \ £k C,�R £R � SANITARY SEINER LATERAL AT 2X MIN. 5. ALL MAIN UNE SEWER SHALL BE BALLED, FLUSHED, MANDRELED AND AIK TEST-m- -1-8' EST-m- -r_o- e' PUI- _I I I 9 _- ��_ AFTER THE BACKFILL IS PLACED. A T.V. REPORT WILL BE TAKEN BY THE rl CONTRACTOR, AND REVIEWED BY C.W.S./C.O.T., BEFORE PAVING THE FI-NAL UFr'. OF ASPHALT CONCRETE.LOT TO •' SERVED 9E 1 I I 1 - - - - - - .-. O 20 40 I I I - I 1 SCALE: 1"-20' _ \ 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"(-) RQCK� U W I �. `` COMPACTED TO 95X RELATIVE DENSITY, AND TESTED. �. i" TYPE 'K' COPPER vWj - - - -- - - J 1 - L 0 T 5 "TMO BE WAL= W MAP S I 3`J D 7. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND CONTRACT a BY T.V.W.D. 2'-O'- I E I 'Pp7TM_'' ' .t �( I I DOCUMENTS FOR CONSTRUCTION DETAILS. � U 8. THE CONTRACTOR SHALL NOTIFY ALL UNDERGROUND UTILITY COMPANIES FOR -� J THEIR RESPECTIVE Fl LOCATIONS. c OFFSET LITH m FIELD LOC TIONS ON PROPERTY UNE a PROPERTY LINE AND LOT 1 SEE NOTE No 1 9. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE NUMBERS MARKED IN WH PLANT ON FACE OF CURB II WTING GROUND (CL) AS-BUILT SERVICE LATERAL LOCATIONS. .� N � aI 0 i 10. THE ENGINEER SHALL PROVIDE ONE SET OF AS-BUILT DRAWINGS TO C.W.S./C.O.T. 04 rn i� _z , 11. THE CONTRACTOR SHALL NOTIFY THE C.W.S./C.O.T. AND THE ENGINEER 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. :. a a z 12. ANY GROUND WATER, SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE a o ;1, PIPED TO CONNECT TO THE STORM D NA z'I w RAI GE SYSTEM. a _ 710P OF CUR PR _ rr c� cn J o a z B, PROFILE �!w Z 13. A SANITARY SEWER CONNECTION PERMff IS REQUIRED TO BE OBTAINED, FROM THE CUSTOMER SIDE 208 I w J U A ' J I ' I I O 0 J vArl� V 4 z chi: t 3 z -' GUTTER LI CI(Y BUILDING DEPARTMENT, PRIOR TO CONNECTING STRUCTURES TO THE LLE2 (�_ RECOMMEODED iw o W I W NE "' SANITARY SEWER SYSTEM. NOTES: COVER 20' E 0 0 3 0 L►, i n. M w 1. A 6 FT OFFSET LATH ON R CD + Z Z OI CL PROPERTY LINE AT 9 FT 1- 1- Q =► 0 P JBUC UTILITY EASEMENT T 3 o N a PRIVATE 1" WATER SERVICE LINE p rn a w --- w� � 2 CURB STOP HORIZ.: 1 =20' `�COPPETYPE R"TUBING A VERT.: 7 '=2' L wATERLINIE PROF�LE SINGLE WATER SERVICE =XTAIL E 204 1+00INS"ALLATION 0 - 0 1 20 40 HORZ. SCALE Greenbura Rd. 11430 PLM2002-00297 4 of 5 REFERENCE INFORMATION AND NOTES: DESK'S DESIGNED BY: aEo PfaI�F SUBJECT TO REVIEW HARRIS-McMONAGLE ab"\ANG I NES. oy` W.L.Mc. ,---- -- -�`- -- AS SHOWN ESA Cl ES TA TES ASSOCIATES, INC. fi21 �, TRACED Dwc; - ENGINEERS-SURVEYORS � R.K.W. c5W 67�fNBaFG �OAIO CG--SAN _ _ _ --�-� JAMES CASTILE & AUDREY CASTILE 2 2ND SUBMITTAL REVISIONS CITY OF TIGARD W.L.Mc. 02/22/02 OREGON CHECKED 12555 S.W. HALL BLVD. SHEET 1 IST SUBMITTAL REVISIONS CITY Q� TIGARD W.L.Mc. 01/08/0? TIGARD, OR 97223-6287 � ''k11 12,1 J.R.H. 8100 SW DURHAM RD. SANITARY SEWERAND REV. DESCRIPTKNd SUB. III DATE / \ PHONE: (503) 639-3453 �F8 A N�p�► TIGARD, OREGON 972244 - - - FAX: (503) 639-1232 DATE PHONE: (503) 314--8042 WATERWORKS PLAN s REFER TO TRACING FOR LATEST REVISION EXPIRES JUNE 30th. 2003 11/09/011 OF NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III II I III III III I LI III III III III IIIIIII I I I I II I III III I I I 'I I I III III III I I III III III III III III III i l III III IIIIIII III III IIIIIII III III VIII I f IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I I I I I I I I I I I 1 I I --II I I I I I I I I ! Ct.� ;OQ 1 _ 2I 31 - 41- - _- 51 - - �1- -�_ _ 1- - 10 11 1 ITIS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT ( �E 812 8�Z LIZ 1812 ST Z 612 ElZ �Z I I(Z I t?+Z 1611 II 8 I '-I' i 1TJ T 9 I i S T Z t t IVIII ►IIIfIiII IIII IIII III►fIIIIIIIIII►IIIIIIII,IIIII►I►I III IIIIIII►IIIIIfIIIIIIII�I►I►IIII►I IIIIIIIIIIIIIIIII ,III I I ►I III 11111111IIIIIIIIIIII► III I�IIiI Ili ILII1lIIlIII�lI1IlIIII VIII I I ►. I�llllilU.11ll�11 ��� ��►T I► IIl 1 IN it'.7✓y .,LULL::, __. : ,a::riee ;. hd:Lde.RktMNM M.,,, . _ TUTU,.,.,• i r -.r:,,;.,CLO LOCATE FRAME AND ODYOI PLAN EXISTING DRIVEWAY - OMM LEM OF AT LAST PROPERTY IJIHI 01 MATCH WIDTH AT GRADE 12• IN *WIN UTILITY EASEMENT, DRAINAGE BLOCKOUT -3" I J. SCHEDULE 40 A R LINE w .A DWV (ABS OR PVC) -- - -- - PIPE W/COIJPLING SEE NOTE 4 -► _ 1" 8' VARIES / 1' BATTER + • SERWOF LATERAL PPE EQII S 2X4 N RACE— 1 SEE :COTE 3 ROAD I" 6 1" R I -'. --- —_ SRE AS 1PECtiFREO MOATO N y PLUG 1BAp(F`L y SE -�' 12' 5' MIN I2% SEE NOTE 2 2 �T TMY PAIN 6' + 1/2- t SIDEWALK L d _� - • ••' ,.MAX. --� -- TOP IANOf 27'T 81EP'F TO TOP OF CASTING FUM ACT FRAME IN NOI-1w1f OR LATERA. BASE FOURS;-� • J 'e - 24 I 6' 30' MAX I 6' I NOTES: GRADE ROM(2'.4•,0R e') -_ —__---; MY M NOF-lNIK GIRODT 2X410' MIN -MA►IIDIF FOOOHIF018M H1H ASTM c-u+r -ALL PIPES ENAMIC OR EISIINIG SIY1I1 E WATER STANDARD ECCENTRIC T p� ♦� `3' CON[ 1 FOR USE ALONC MEDIANS. GUTTERS MAY BE REDUCED WITH PRIOR ELM r4mr >f TO 374 1OHTICAI HEIGHT OF N 1 APPROVAL FROM THE CITY' ENGINEER. - P!E-SMOOTH/SISI1 RA-WfiO(NSI PIENT-SEK TO E LIED O/ALL - HERDER: TOTAL 1iN0111 CE 4%4 AT EMD N1i LATERAL 36 2 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S I. AFTER 28 DAYS 3/4, MMAINOE SECTIONS FT LOT& AS Sf10r1 ON APPNOWD 0 OF PIANS 3 EXPANSION JOINTS: 2% —ISE ODOR YAIYIM Y FOR SANITARY AND 4' •• VMNNOS 10 FACE s•RIRT � MAGW 1 HLIGHT A. TO BE PROVIDED: STREET �— 170l81 ro + MANIOLL SErna1 N tau COLOR CODE SWAM SURFACE TAPE 1) AT EACH POINT OF TANGENCY OF THE CURB. • -'�- ►-`=• �_ _ N N�1T n STAIDASD ro li S "(VARIABLE I-4) LOTSkeg (taAEEN_ T 2) AT EACH COLD JOINT. r 8" 3) AT EACH SIDE OF INLET STRUCTURES. - WEN OMAN=N0. 100 MANHOLE SRM (3 \ � 4) AT EACH END OF DRIVEWAYS. OF AGGREGATE 5) AT LOCATIONS NECESSARY TO LIMIT SPAONG TO 45 FEET /�+.�•������� � (3/4"-0") COMPACTED -I an LS TOE IgQi M 57116 OUT P!E q]L!.!]t!!_la.�� J OI LESS GROUND X B' 10 GA MESHGROUNDB. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, SEE NOTE N0. 4 MAO/TAPE MATH A THICKNESS OF 1/2 INCH. _•. (ORQM w/81.ACM IETIlRS) 4 CONTRACTION JOINTS: •MIN. A. SPACING 10 BE NOT MORE THAN 15 FEET. NOTES: k B. THE DEPTH OF THE JOINT SHALL OF AT LEAST 1 112 INCHES. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. IIrit MCONCRETE PIPEj 1-/r-T. SLOPE 1" MIN. FROM TOP Of y�• ~UO BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO J, WE TO MARNTLF BE TROWELED 2. CURB JOINT SHALL WITH A MIN 1/2' ALONG BACK OF CURB. sfN TION ,a' SUBORADE OF STREET STRUCILIRE OR J' IN DEPTH, WHICHEVER IS GREATER. " RADIUS _ - 6 DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: 3. EXPANSION k CONTRACTION JOINTS SHALL BE 1/2- PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. • • MINIMUM SLOPE rOR -3/4--0 PPE ZONE A. 3' I.D. PLASTIC PIPE WITH COUPLING. f• e• RPE O.Oln MATERAL AS SPEOWIED B DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BF CORE DRILLED OR CURB 4. 6" X 6" 10 GA MESH REWIRED TOR COMMERCIAL DRIVEWAYS ONLY. I2"OF 3/4'-0 00YPACTm OOMOKTP' ..:.A '+ 4'FM 0.020 SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB MAX MAlEBAI „y, .'•y•:;�+' +, 'a "'OJMORT 111 LOIN @CDDM GRA C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' ' . NASIYHNI 5•IY w c ELEVATION AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. :��I�u .. •�. ° M!.�y...; ,ti�i LOM w. NO SCAR ww P.5M1oM8 ��►•OYSMO MD SCARE ° uniMM �"�' RWAIM .r.N..H. CURB OUTiER °'°"° " '�'w°" -�-- STANDARD ma on STANDARD MANHOLE SERVICE LATERAL UfAQ0 ® ® DRIVEWAY UfAONS -01 � 4IRY SNI 6A801 5M VIEW OTT Anlwr Rr>, 6 �+'1,'� � .•..•e,t �� DRAWING NO. 010 RA"N NO. 17 CONPTRUCT 1/2' TO A A 3/4 RADIUS LIP r CONSTRUCT DRIVEWAY APRON MIN. 3" SAWCIJT AW AND � EXISTING PAVEMENT DIG T REPAIR SAW CUT OR GRINDING A �:. A - VERTICAL BREAK- • • . ► . a E tN .! GIJITER• . ,'�,• • ••� '• " ��� .R INLET OUTLET PNT S % ,• :Mi - �2' OF 3/4'-0" COMPACTED AGGREGATE CURB AND GUTTER /.SEE NOTE 4 O:OP e• AS�� .0 eo AGGREGATE BASEROCK RECESSED CUM INLETS PLAN _ _ _1 a PLAN VIEW_j TO BE INSTALLED IN rONSTRUCT 1/2' TO I I—J I— ACCORD I 11—I'I COMPACTED SUBGRAOE B� �� D NMo�oTM22e WCUT MIN 2' 3/4" RADIUS LIP TOP OF M FACE OF CURB PAVEMENT 4TE 1 CONSTRUCT DRIVEWAY APRON ;; ►:. ':►' t • • d • LOCAL STREETS: "`' Aq,,o, .. AC 8" CLASS "C- ASPHALTIC CONCRETE, STO': AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK ' C+ aWEP E NG I - � . � . OR •� H REMOVABLE WATERTIGHT CAP g N� - :A. ��. AC - B" CLASS -C- ASPHALTIC CONCRETE ` :p: MAX :� ,,',� YAx PLASTIC OR DUCTILE IRON +T_ 2. OF 3/4--0- COMPACTED AGGREGATE MINOR COLLECTOR STREETS: .:. INLET Qw- FLOW OUTLET STANDARD CURB AC - 7" ASPHALTIC CONCRETE, l5 v a '' AB - 4" (1-1/2' - 0') AGGREGATE BASEROCK ,� ;,;I o'• y SECURE TO MH WALL WIN OR • I >• STAINLESS STEEL BANDS .• ;': : ' ' " ' 4 •'' • 1— (MIN 2- WIDE) AND NOTES: AC - 9" CLASS 'C" ASPHALTIC CONCRETE •� • �' 'a' 0 0•• o� 1/2- BOLTS i 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE 2 a" " � MH DIA TO BE DETERMINED BY f TO CURB FACE AS POSSIBLE. MAJOR COLLECTOR STREETS: s' r+ boo-& SIZE OF OUTLET PIPE SECTION A—A SECTION B--B MAX J°" ON 4'-18' RPE - e0.DIA MH 2. COMPLETE CURB AND GUTTER SHALL NOT BE RFMOVED UNLESS AC - 9" CLASS "C" ASPHALTIC CONCRETE, LAMM THAN 1ST PPE DIRECTED BY THE ENGINEER. AB - 4" (1-1/2" - 0") AGGREGATE BASERUCK NOTES: PROYOE 4ECIAL DETAE 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET CATCH BASIN TO BE CONSTRUCTED N ACCORDANCE Tr1TH AS1M C-476 MI r ;1 OF PAVEMENT FROM THE FACE OF CURE SHOULD BE REMOVED AND REPLACED. NOTES: STEPS REQUIRED FCR CATCH BASINS OVER 4 1/2' TO FLOWLINE i, r •. . 'i, 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING 1, JOINTS TO BE TACK AND SANDED. B' OF 3/4. COMPACTED BASE MATERIAL SUMP VOLUME REQUIREMENTS PAVEMENT SHALL BE CUT BACK AND A 6' MONOLITHIC CONCRETE PRECAST CATCH BASIN: SECTION A-A SINOLE FAMILY RESIDENTIAL 3.5 CF/ACRE BENCH SHALL BE CONSTRUCTED WITH THE NEW GUITER TO PROVDE 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH r,wWPACTED TO 92X MIN. &NN" WALL THICKNESS TO BE S" MULTI FAMILY RESIDENTIAL 22.0 CF/ACR! SUPPORT UNDER PAVEMEAT 3, SAWCUI SHALL BE TAC COATED NTH BITUMINUS ASPHALT EMULSION. REINFORCEMENT TO BE REBAR MEETNO ASTM A615 GRADE 80 OR MELDED MARE MEETING A COWERCIAL/INDUSIRIAL 94.0 CF/ACRE 5. IrTER CONCRETE HAS CURED, SEAL JOINT. • GUTTER 8c CURB uLIIIIAed WATER QUALITY unN%d -Taw r.amore — CURB KNOCKOUT arN55Bq e61MRHurr �P.oL51RM6 PAVEMENT DIG—OUT f�� 1�� w e e e e: •••• • IM IR NRMIL RSD D=...N 1, ANLL NAY Y. -�-- INLET CATCH BASIN UfA ® MANHOLE YfA y .••••• iL �M FOR DRI EWAYS G ® MIAMIAN AND REPAIR p • Qry ^� � 45 ary� �� v2 DRAWING NO. 22'S �Clj—2 DRAWING NO. 515 • • •••• SAMCUT MATCH EXIFW MATERIAL • • SURFAO'0 •...•• • Z TOPS .. .. 7 0A As Ura• 1r ONSCTED BA!MA7EI5AL NON 110411141(GROUT •..••w •••••• — _ -- PROVIDE HINGED GRATE WI1N BICYCLE `28"x26" CAST-IRON F AMIE A�D COCAYOt"D" • f •• • " TRAP LID OR _ MA�HOLL r• g1ADE RAID BARS 4 MIN. CLEAN—OUT .,. <IJT m u� o I!� r�•�r �.�•I' 4' MIN. gg I TC.209.41 _ CURB_- ANH GRAM d 1 . • ' STREET ' ,, 1 ;;i WAIERTIOHT PIPE PILUG d L" ( _ STREET GUT.208.91 _ !N . f NTH STOPS 1 - - FOR A - 12" UMMNM Or4S"_'AROUND y I ;� Q k OliN1011T I` I � �d T 8" PVC SCH 40 OR f DUCTILE IRON 45' BEND e•INN e•NAN �! `• 8•MIN+SE IDN0 SEIc# -y Or f OU1 \\ y = .:7• fSN: PW R'1 �� cV ' MIN. �, , �••. . -� 24"x24" 10 GA. OUTLET /A�F�'y OR 1 PLATE � V ,�. TRENCH FOWTKIN )A OR - COATED INSIDE IE.206.91 OUT � o , O `: *CLO �• 'al'' ++.';',I c'• & OUT WITH ASPHALT PAINT �G/1 CONCRETE-/ � J NOTE.' SUMP.205.41 '9S `�� 3/4• FOR PLASM PPE 3/4 -O SURFACING EAS SHALL COMPLY MATH STREET CUT STANDARD DRAWING. tl, 2. JOINTS TO BE TACK AND 3. SAWCUI SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. LYNCH TYPE CATCH BASIN ��� Wln CONCRETIE FNCA9F ENTIRE W% SECS NO 4e BEND IF OOWV T<PIPE _ NO SCALE —__— �� Dlweww esAIINDn Anum OIRMAt _ NKI SOARS .� ffed TRENCH D.D.:NIL STANDARD CLEANOUT UfA Q 0 �AMrfly� 6rtr 1� ',� w Meal IINS BACKFILL 180 •ILO DRA'MNG N0. 150 ww�.N•>. Greenburq RV. 11430 1 PLM2002-00297 5 of SCALE - - - -_ REFERENCE INFORMATION AND NOTES: DESIGNED BY: J��A�E� PROFFL�s DES"W.L.Mc. SUBJECT TO REVIEW E AS SHOWN HARRIS–McMONAGLE �� GIN NfFR io --- ------- — — — -- — — SA U ES TA TES - - --- — - ASSOCIATES; INC. ° 621 r TRAI;ED cj w � `f NBUR ROAD DW(; — ENGINEERS—SURVEYORS R.K.W. CG'-DTL 2 2ND SUBMITTAL REVISIONS CITY OF 11GARD W.L.Mc. L�/12/02 , 'I/ OREGON CHECKED JAMES CALSTIL� & AUDREY CAP,.•)TILE SHEEN 12555 S.W. HALL BLVD. 1 1ST SUBMITTAL REVISIONS CITY OF TIGARD - W.L.Mc. (11/08/02 TIGARD, , 12, ,yldes 8100 SW DURHAM RD. _ _ (5 x7223--6287 �� � ��, J.R.H.`4_ TIGARD OREGON 97224 STANDARD DETAILS 5 { REV. DESCMPTION — SUB. APR. DATE PRUNE (503) 639-3453 � 8 R. N►►A�',i > ' — - s=�.� . (5U3) 639-1232 �._.� oATE PHONE: (503) 314-8042 REFER TO TRACING FOR LATEST RE EXPIrtES JUNE 3Cth. 2003 11/09/`p? OF ...._.�.-.- I T ISI I I I I I I III III I I I I I I III I L I I ISI I I I 'II I I III III 1 1 1 1 1 1 1 1 1 1 1 Jill III I Iii I I III 1 1 1 1 1 1 III I I II I I I I I I A I I I I I I I I I NOTICE: IF THE PRINT OR TYPE ON ANY III I I I I I I I I I I IIIIII I I I L I I ( I I ! I I IIIIII l I I I 1 I i I II I I IIIIII ! V I I I I I I I I I I ! ! 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