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14190 SW BARROWS ROAD-1 r. i •• VI SIFEET_`_E��` Tri fa i 00 1• STATIONING IS EiASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. - oul • ADJUST ALL MANHOLES UOS AND VALVE BOXES TO FINISHED GRADE. oQ SCHOL 11LS AGE ,, 3• AL1. UTILITIES SNAIL BE INSTALLED UNDERGROUND. t L �- a � 4. STREET LIGHTING SHAD ,BE IN ACCORDANCE WITH THE CITY APPROVED LAYOUT. �� �� �T T� DE VP Ilk T OPMENT 2e � 1 1 LI PRII/A .1JX IMPROry^ wAY - VQ5 UTIt_1TY AST RI IS ARE TO BE ELECTRICAL GR/1[�E SCERDOTE 40 PVC & EXTENDED I � M TO 6 PAST RIGHT-OF-WAY LJNES WITH 36' OF COVER. _ � LEGAL: SECTION 33, T. 1 S., R. 1 W., WILLAMETTE MERIDIAN I 41 Q, 6 BANGUI STRAIGHT MATCHUNF S TO MEET EXISTING PAVEME�� N Apr E Y T WITH NEW SITE AREA: 4.54 ACRES (200,019 SQ. FT,) Z o z PAVEMENT. n (n � tO 3 /• USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRIV-wAYS PER ►�qp` ,� W ` ) . CITY OF TIGARD ENGINEERING STANDARDS s K) '"AAEk o K) 0 1z � / o B. THE REQUIRED DENSITY FOR TREATED AND UNTREATED S,JBGRADE MAIERUU S � y z � SHALL NOT BE LESS THAN 95% MAXIMUM DENSITY AS DI_TERMINED Bl' O •_ SHTO T-99• ,C+oU SW _ _S FERRY RD —z_ . w WALNUT .-----� PR 9. 1T�F CRUSHED ROCK BASE FOR PRONG SHALL BE COMPaI' ��sw�l��o`onlAt� ST ' D TED TO 95X OF MAXIMUM y�5G I NSF / Df.N!:,ITY USING AASH'f0 T-1,90. �_� . 3 10, fHE DENSITY Of ASPHALT CONCRETE SHALT. 3E AT LEAST 91% OF RICE i ✓ 'THEORETICAL MAXIMUAt ►'ENSfP' AS DETERMINED IN CONFORMANCE WITH AASHTO T-2109 AS MODIFIED BY OSHD. % - - 11• CONTRACTOR 10 PROVIDE TRAP FIC CONTROL PER CITY OF TIGARD, ` Ir GA1� WASHINGTON !'OUNTY, AND M.(J.T.C.I). REQUIREMENTS, VI�1Y '/ \ C) 10 NTS EXPIRES 6- .30-99 12• OWNER TO PROVIDE ALL TI.S1ING R£`LILTS AS REQUIRED BY THE CITY OF '-'"' 'TIGARD. , .•f, , 14 ACCFFS TO EXISTING TRA(,TS OF LAND SHALL BE PROVIDED FOR AT AU TIMES. 4'r "// � 14. EROSION ONTROi, DRAINAC," CONTROL AND DEBRIS CONTROL sl NALl. BE PROVIDED r~ ;""� r , ► "'""w(`•w SHEET' INDEX F('F( AT All I iMES; AND SHALL SE IN PLACE PRIOR TO COMMENCEMENT OF CUNSIRUCTTON. UNSATISFACTORY PERFORMANCE IS (:RUSE FOR TERMINATION OFw� � ....�,.,� ~�- r• ,E_E- T f ,, �., ,. ... ,. ALT. W�)Pk AT TTHESfIL UNTIL CORRECTION OCCURS SATISFACTORY 'f0 THE CITY. CO COVER S I,� r„•"«„� °i _ i - — C1 EXIS PING CONDITIONS C2 SITE DIMENSIONING PLAN 1• ,� ,,,« , • " ''"o�� 1, NOT TO SCALE C3 TREE: PRES1=RVA TION PLAN \ ., 0) STO►7M SEWER CONSTRUCTION AND MATERIALS Slir`,i.L CONFORM TO THESE � � `' ?. C�' G R �)I 1(� PIANS AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD A r 'N � AND EROSION CONTROL P L.A N - „wn,,, _ «�. •__ _ C5 SANITARY SE,:WER PLAN ENGINEERING STANDARDS. •�. •., ..,�,,, _` ,�, J 2• STATIONING IS BASED UPON STREET CENTERUNE UNLESS OTHERWISE SPECIFIED. �' ' C6 STORM SEWER PLAN J � i � A � l C7 EROSION CONTROL DETAILS 3• USE 1-1120 CRUSHED ROCK BACKFILL ON ALL UNDERGROUND U IIJTIES. BAt;KFlLI. I � � C$ SEWER_ DETAILS_ � OUTSIDE IMPROVED AREA CAN BE SUITABLE NATIVE OR COMMON MATERIAL AS SPECIFIED IN CITY OF TIGARD ENGANEERING STANDARDS. ,°•., C9 STREET AND SEWER DETAILS ,. C10 WATER QUALITY DETAILS < 4. THE CON IRACI OR SMALL AT ALL TIMES ABIDE BY APPUCABL.E SAFETY RULES OF ' e Q O.S.H.A, AND IN PARTICULAR THOSE PERTAINING TC ADEQUATE SHORING MID 4, C 1 1 LIGHTING PLAN TRENCH PROTECTION OF WORKMEN. � � � �• 5. RIV ELEVATIONS OF MANHOLES AND CL AN'DUT'S WITHIN PAVEMENT ARE ( � r APPROXIMATE. FINAL FINISHED RIM ELEVATIONS SfIitiLL MATCH FINISHED • PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT' SHALL B " E SET 6 ABOVE 1� Fi!VISI�iED GRADE. b• ALL STORM SEWER TESTING SHALL BE PERFORMED ►SY THE CONTRACTOR !N THE PRESENCE A CITY INSPECTOR (PROVIDE 24 HOURS NOTICE PRIOR TO TESTING). � NO SEPARATE PAYMENT SWILL SE INCLUDED FOR THIS WORK. TEST RESULTS SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED ZEST TO BE S � PROVIDED TO THE CITY, BY THE ENGINEER, FOR APPROVAL � I 7. ALL PUBLIC STORM DRAIN TO BE ADS N-12 OR CONCRETE SEWER PIPE AS SHOWN ON THE PLANS. ALL PIPE SHALT. HAVE RUBBER GASKETS AND BE WATERTIGHT. OWNER: FRED GAST ARCHITECT: MILBRANDT ARCHITECTS � E • ADS N-12 TO BE MANDRILLE:D, AS PER USA STANDARD. _ _ (�� N�'T � POLYGON NORTHWEST 11715 SE 511.1 2700 NE ANDRESEN, SUITE D-22 STREET 10O VANCOUVER, WA 98661 BEL.LEVUE, WA 98005 9. ALL STORM SEWER SERVICE LATERALS SHALL TERMINATE 6' BEYOND PROPERTY L ALL �R�' SEWER PIPE TO BE PVC PIPE CONFORMING TO ASTM 3034 SDR 35. (206) 454-7130 UNE UNI.FSS OTHERWISE PERMITTED BY THE BUILDING DIVISION, AND (360) 695 7700 PLUG STUBS. GEOTECH: FOSTER GEOTECHNICAL SWILL BE PLUGGED TO PREVENT p!RT AND DEBRIS FROM ENTERING PIPE ENGINEER: FRED GARMIRE IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. 14355 NW McNAMEE ROAD 2• ALL SANITARY SEINER SERVICES TO BE 4" PVC CONFORMING TO ,OSTM 3034 SDR WRG DESIGN INC;. 35 WITH A MINIMUM SLOPE OF 2% UNLESS OTHERWISE NOTED. ENDS OF 10450 SW NIMBUS AVE. PORTLAND, OR 97231 SERVICES SHALL BE MARKED WITH 20 MARKER SET VERTICALLY AND EXTENDING PORTLAND, OR 97223 (503) 621-3450 f AT LEAST 48" ABOVE FINISHED GRADE LABELED WRH MAI N UNE STATION OF (503) 603-9933 l NOTA$ TEE, LENGTH OF LATERAL, AND DEPTH TO INVERT. SANITARY SEWER { CONSTRUCTION SHALL COMPLY WITH CRY OF TIGARD ENGINEERING ! I. ALL WATER SERVICES TO BE 1' COPPER. STANJARDS. lll 2, APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE 3• AIR AND HYDROSTATIC TESTING OF SANITARY SEWER LINES AND MANHOLES WITH CITY OF TIGARD STANDARDS. ALL WATER LINE SHALL BE DUCTILE RESPECTIVELY, SHAD. BE CONDUCTED IN ACCORDANCE WITH CITY OF 11GARD , 'M ALL WATER LINES AND APP IRON CLASS 52. ENGINEERING STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE REV. DATE. BY CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF 1HE CRY OF TIGARD - I �,, 3, MECHAAICAj_ JOINT FITTINGS SHALL CONFuRM TO AWWA C 110 AND SHALL BE OF A (PROVIDE 24 HOURS NOTICE TO CITY INSPECTOR PRIOR TO TESTING) AND Ti i[ q c,, CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. ENGINELrl. TEST RESULTS SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE I t 4. ALL WATER UNE TRENCHES WITHIN THE PUBLIC RIGHT-OF-WAY TO BE APPROVED CERTIFIED TEST TO BE PROVIDED TO THE CITY, BY TNF. ENGINEER FORT $ APPROVAL WITH SELECT 1-1/2- CRUSHED ROCK. _ 4. FINISHED RIM ELEVATIONS OF ldANHOLES AND CLEIWOUTS WITHIN PAVEMCNT ARE I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TlGARD 5. CONTRACTOR SHALL_ PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TEST'S ON I APPROXIMATE• FINAL. FlNISHED RIM ELEVATIONS SHALL MATCH FINISHED CITY OF TIGARD ENGINEERING STANDARDS. ALL NEWLY LAID WATER LINES PER CIN OF TIGARD STANDARDS, IN INE PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET' 6" ABOVE Approved..............................,...........,,...,f L Corxiitionally Approved............. ........ PRESENCE OF A CITY INSPECTOR (PROVIDE ?4 HCURS NOTICE). TEST RESULTS FINISHED GRADE. ?• CONTRACTOR SI1ALL VERIFY DEPTH AND LOCATION OF ALL � � r SHALL BE CERTIFIED BY THE ENGINEER; COPY OF THE CERTIFIED TEST TO BE For only the work as described in: PROVIDED TO i-HE CITY, BY THE ENGINEER, FOR APPROVAL. EXISTING UTILITIES WITHIN 1 Fii: T'RCJECT LIMITS PRIOR TO PERMIT NO. r:� 5. PIPE BEDDING AND BACKFlLI_ SHALL CONFORM TO CITY OF T1C,�+RD BEGINNING CONSTRUCTION. See I.IIttQr !(�: F Ilow............................... ENGINEERING Sl'ANDARDS 9 � k b. ALL FITTINGS SHALL BE THRUST BLOCKED PER CITY OF TIGARD DESIGN MM:11A1. 3. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY A49ch.......... ...........,.•,,.I fi. SANfTARY SEWER CLFANOUTS SHN1. CONFORM 'f0 CITY OF TIGARD CORNERS. DESTROYECI MONUMENTS SHALL BE REPLACED BY THE Job Address�jt3Ar�r7c(�k; 7. ALL EXISTING PAVEMENT TO BE REMOVED FOR THE INSTALLATION OF WATER ENGINEERING `JANDARDS CONTRACTOR OR AN APPROVED SURVEYOR. Fir;_ � , �, PRO LINES SHALL FIRST BE "T" SAWCUT, 6' TO 12", PRIOR -1'0 PAVEMENT REMOVAL .Date;�I � /q JECT N0. 7. SANITARY SEWER MANHOLE CONSTRUCTION SHALL COMPLY WITH CITY OF 4, THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST B. PRIOR TO BEING CONNECTED TO EJ(ISTING WATERLlNf_S AND BEING PLACED IN plyXM2 11GARD ENGINEERING STANDARDS. COMPLY WITH ALL PROVISIONS OF URS 757.541 THROUGH 757.571 � .V fl 1D SERVICE, THE WATER LINES AND SERVICES SHALL BE FLUSHED, STERILIZED, INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND DATE , 8. ALL SANITARY SEWER SERVICE LATERALS HAD_ TERMINATE 6' BEYOND PROPERTYI 7/31/98 _ ALL IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. THIS WORK SWILL !_INE UNLESS OTHERWISE NOTED, AND SHALL BE PLUGGED TO PREVENT DIRT FACILITIES AT LEAST FORTY--EIGHT (48) BUSINESS DAY HOURS, "' BE PERFORMED BY THE CONTRACTOR. ANL' BUT NOT MORE THAN TEN (10) BUSINESS DAYS BEFORE _DESIGNED I G. QAIRONG Ln Ln DEBRIS FROM ENTERING PIPE IN ACCORDANCE WITH CITY OF TIGARD 9• CITY OF TIGARD ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 ENGINEERING STANDARDS, LATERAL. MARKERS TO BE PAINTED WHITE, BEGINNING WORK. ONE CALL NUMBER IS 246-6699. ENGINEER F. GAI?MIRE HOURS PRIOR TO ANY WATER UNE CONSTRUCTION. 5 . ALL CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES BOARD CHECKED 10, CONTRACTOR SHALL MAINTAIN A MINIMUM COVER OF 36" OVER THE WATER UNE. REQUIREMENTS FDR SEPARATION. 11, WATERUNE CONSTRUCTION UNDER EXISTING PAVEMENT SHALL. BE S4WCUT AND W. VIDEO INSPECTION WILL BE •'ERF'ORMED BY THE CITY. EXIS'1NG PAVEMENT SHALL BE R PAOVED. SURFACE RESTORATION SFNALL BE A 11. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW UNE IS TESTED AND •• •.. rl MINIMUM OF' 3" A.C. ON 8' AGGREGATE BASE OR EQUAL TO THE EXISTING SHEET Tr TLE SECTION, WHIG NEVER IS GREATER. CONNECTION IS APPROVED, + •• ••• ,.• I t ,IIT `I$-UIII .StS CuCOVER 14190 SW CiAltRowS nu SHEET NUMBER— ?; VGIofII i Q • • . ♦ co • 611RR'd."S'MF.7f1fx'i'�7fSAYfFi *�'dE�e11;. i4a,r•' .• _— �..._—�—.____�.�_ ; If 1111~ 11011('l ^. ' app(al-s c•le:lrer Illan the JUN 2000 -. .. . menl, Ilse (locunlent IS of nlarkinal ge•Ilil��. ,. • � 1 i d `(1 mlcrofi l fined a 1 !II!11 ►; 1;1;1 ! 1�1�1� 1�1;1�r '��r�� I�;Illlll�l�l�, 1� ; , � 1i1 ;;� ;II ��•i I ►, ► , , i IyCN MADE IN CHINA I I 1 I I 1 1') ! ! I�I ' I Iii ' 1111 Ili !fi11I! !�lli� ! I� ii I Illillt l�!Il;! l �l�l Til !' Illtlll !II illi i Illl�lllf�l!Illlll!�!!IIIIlIII!!!!IIIII�IIIiI(III�!!! !!ll�lill Illl�!!!I !!!I�!!!! 1!!!�!III llllillll!fllli!!! I!liyl!fllil!i,ii I!' Ill I u I ,;I t,i - � 3T ! �, -..1.. ,. i,liill LIf•..Il,f..lltilil••,..III!..l1.ILII!•I!!!�IlI!III!I�iin�flli�i;��Ifli! '!!!IIIlI�!!!"!i!!II!!III;III!!!1!!iIII!IlliIIIIIII,!lif!!IIIIIIIIIIIIIIII!; TQF'0 GR A P H I�F�A T��.._���.N..� _._ ..__ _- - ----- �. _____- _ -- —__ _.._ �.- -•--1 � r� ,,t N 777 "moo III= N it U N cn - 1E'I,f33440NE >:'t:I)ESTK FIRE HYDRANT Q - GAS ONEV O l� STREET LIGHT 0 a . W ` - WA TER LINE 0 0 �y OHw ._ OVE11MiEAD NIRf: - DECIDMIS TREE W/SIZE (DiA.) _. _ `C pWR i ` UNDER GROUND ELECTRIC LWFS O Q -- CONIFEROUS TREE W/9ZE (DI,/,) � Il — DR (MOUND TELD'HONE LINES I ---- SS _.__ -. SANITARY SE1NM UN>!: � � � Q� -u- - stoN ©C (� - - WORM SE*n UNE --- X - FENCE LINEwv MMf Q WA !, J �^1 - TER VALyE a - u t1UTY POLE y � -0 — GUY ANCHOR / ; 3 0) E , w CATCH BASIN (] - MAIL BOX / z O - CURB INLET � _ WATER SPICKET 2� . ( ) WEED D 04WONS /f//�, V) Q TARY MANHOLE �/ uj UNLESS NOTED OTFIERMGSE) �-, ,' O O� i . - STS MANHOLE ., EXISTING CONCRETE O J f/ PR�� re w 14 023 O SCALE- l'-.)0' Jo rs /5 o 30 / 26 T 5ANIT6Y _SEWER NOTES EXPIRES 6-30-99 n3 STORM MANHOLE: (CONE SOUTH) SANITARY MANHOt-�: (C� S ! �;�' \ IVI RIM EL. - 220.01' % I.E. IN STUB W „ 216RIM EL. 218.73 .15' (12` CONC) I.E. IN W - 212.43' (10' PVC) ' l I.E. IN N . 216.02' (12` CONC.) I.E. IN SEs 211 90' (4" PVC) I.E. OUT E - 215.76' (12- CONC) I.E. OUT N - 211.82' (10- PVC) !` a CATCH BASIN: f 0 SANITARY MANHOLE: (CONE N) / RIM EL. 218.15' '�• -... - � RIM EL. 223.23' / / i I E. INE 215.60' (12` CONC.) I.E. IN STUB W - 216.51' (10' PVC) �4 I.E. OUT N 215 53' (12` (N)C I•E. OUT E 216.38' (10` PVC) L5J CATCH BASIN - RIM EL. - 219.62' � �\ 4`� r . I E. OUT S - 216.43' (12` CONC.) ; j ,/ CATCH BASIN: / i, .' - ��•. -. N99''�0'U1"E 454.99' (472.991) RIM EL. - 2.34.37' ' - .•� "� ..�•.�r- �.'_ �-..... w ... - � I.E. 'N SE - 230.18' (12- CONC) ,N J %. '-1, y`✓��r� ��� _ _ Y_ - -� I E. OUT NE - 229 86' (12` CONC) / ,.�' ,i •�-�. is / �.—'- •�D CATCH BASIN- �"�� � ,'�(' �- "N RIM EL. - 230.53' , �• J ..-.. I.E. IN SW - 227.04' (12` CONC) / ��/ ` 4� • I.E. OUT NE - 226.81' (12` CONC) ( � 08 CATCH BASIN: RIM EL. - 227.14' / `-✓ ,, \1 I.E. IN SW - 224.14' (12` CONC) I.E. IN NW - 224.26' (12` CONC) I.E. OUT NW a• 224.12' (12" CONC) Q Of AI— BENCNtitAFZK. � �"� '� ' � � •' I r � wASRarcTON COUNTY BEIICHApAR1( h88 - ELEVATION: 233.012- BRASS a3.wxBRASS 01St( 8C, FEET NQR3?I OF CQvTEftLINE OF OLD SCROLLS �/ �_ FERRY ROAD. 'M FEET V4 T OF MURRAY ROAD IN EAST (,Y R8 C� / �. % / j TO PGE COMPANY OUILrANG. co U-) AREA 200•+ 19 SF 4.54 , � l � •� �•~'''• ___fit.. � 1 ACRES 04 LLI RIM rV 7- o -- --- ! REV. _LDATE I 121/98 1 GID r ��. ISs :� , / �,•, y^ ,, fA r 41 me PROJECT NO. i .� - DATE 11198 �,�;. / lam- •'. l j� ,..�„_ '- �'- h,,;� -'- �. �'� DESIGNED I G. DARLING ENGINEER I F. GARMIRE ♦— _ /'` • "` -� P !� `� `' \ �. ___.. �j(� 3 CHECKED I S89'49'49"W 681.01' (700 Y BASIS OF BEARINGS .. . •^� SHEET 71 TLE — EXIST. CONS. a do SHEET NUMBER_..._ HARROWS Rb —•..-. -- ••• I 14190 3W BA ci ' PG 2 of I 1 —` --- • .. .. nwop7 �•,•�� ^1.�' yarr,N►.N��".M^d' �,q• p•�'^.'�gy�,r,q„y _ _ If this notice appears clearer thsul the JuN O 2 200p •:i dqcument, the document IS or marginal (IuBlIIy, fil ., , � !:" 4 .,.r ,.•,a_�s•�\��,._ � „+��,i,, .�, .r."•+�i,i� e,.,,. ,Liar,. � .,7n K"`�c'y',p.£1 r ;e: „{'.ti, dl.. .•,rey,' micl•omed TI1111 ' ►ill i 'lll�llll I I i ,TwY INCHIll ADEIllCHNII ,Illlli;lllilIIII�I!; !' ;I+!"'�illj I I;l;, I III; ;I lii I�I �I I ►i lig II I I I I I I!I I i I ilii ., �. A� I I I ! I I I f ± I. I I , Ilil�lill it II ' I�ii�ll�l+ it f _ .. _ II {; ;Illlll�fl;liilll llill!II�11..,llil !�f j)JII1I!!!!Ill�f!!! ll!il!!!III'!!�!!I!J!I!!!!Ili llll�I!I!!I!!;;;!(!:i!!!IIlIIII !!1111!! i!iIIllllil!lilliii!!II!Ilii!!!!IIII!!!!!!I !� I�+' _ '' ' '' '�It�" ����t� '��► ��i I���il���� „ I1� 1111!1 •!I ,.•!!I!ll�.\ulhili.l•,il�\, I.,ly,ll,\,••.11\II 111111.:1 ,.„1,��,1!iii\„IIIIIIlIIIIIIIIIII,IIIII! r , - - t �r rare.. r'.i•.•r".'m' .•,° non Jon N / h m` i0 Ll• N9 C a 1 � • j , L � dol, Ll A41 M ch , \ t z ' �• ----- n 3 c0 Ion V \ W p 0 N 1 / 138 c� E18768 4, I N14- x.0 14.023 26 EXP17FS 6-30-99 VEST EbrA_NCE QUAIL EAST �N,.� DETAIL ~' » 10' Sc4a. 1,630, N89'50'01"E 454.99' '472.99') r/ SEE ARCHITECTURAL SI IE PLAN FOR BUII.OING SETBACKS ,�l! �, ,�,►J"'. "'" ""'� _°Y_ _'Lr_' '"LT_ _'1l_ `_' "'!1_ v `V" ._lam.` ," r • -SEE SHEET C9 FOR r " •�' "� L+, CUR'' DETAIL I a. 2 SP 2 SP. o SEE SHEET C2 OF PUBLIC � IMPROVEMENT PLANS / /i /� • �� G. 1505. ' 4E.1 O Vi' - 34.p'/ BLDG. 12 "� 1 B DG 11 ,�� 1�T e (nc ( ( -SEE SHEET C9 FOR w PAVEMENT SECTION b Z 7264.33 Z SEE DETAIL OF ENTRANCE ���� �� ,,a�•oo L.-1 1.8 _ - o `� � Ei 732.46 � AREA ;' '� ,A� _ _ -� o.a.es N o - r _ _ _. _ - _ - - - - - -_ - I N90*00 00'E 280.19' �- y TL S_ SP. • 7.5' •• 37.5' / b `1r. STATION 25+56.03 . o. 2 0' T•"` �' t e 'L.D • 1 B DG. 13 BDG. �0 12.0.1 12.0' I . ,1 'p' EA i° - SEE ARCHITECTURAL I L_ _ �-- PLAN F i leyj ° , S FOR FENCE DETAIL I 1J� `� cy I 0 / w I • c» QL- GATE WITH OP COCA J•,-__ N17159.12 I cv ,I -"'-•---•__ - _ :- 0* con ry .�. . /'�.' •�� I"/ 1'�" '•�,�„ GATE WITH OPTCOM OPENER ;'. REV. DATE @1' 1 9121198 GOC) 171 AR r �/ • ` '�� � , 1 / 1 +•,_. r-...—..•W W r....w.—.r�wr W -rr N.. .•.....w«._ I .......� N_17127.5475 2 0• ' , E 18274.6164 a of g-42:20 L�s o L,,. ,� 1z.o tz.o• / I ? R.3' 6 SP O 54. ----'`-1 J.t `v �'�`.. 0 ;>!, •1 IA91i. // , �b• ''��,,�� ,Z3'E 138.3 _---- „ N 73b?. p'tiv �� QO L 0�_ N@1'00 • `� W 78 _ 3� SEE DETAIL FOR ENTRANCE PROJECT NO. '�►?, �, a"3?-a, . �~ ,, AREA GEOMETRY M r C 1 1` ---1SEE SHEET C2 OF PUE,LIC f p-CL O 12 � �' ;� . Itr rl 1 1 IMPROVEMENTS PLANS FOR DATE 7 31 99 ._ / \ CUL-'DF-SAC GEOMETRY G•6 1 1 � � _ ,. w w DESIGNED I G. LaARUNt, �, •. i :/ O(; S ! �� 1 �, VATE WITH KNOX LOCK _ 0 4 a 1 , I EW3NEER I F. C;►ARMIRE " rail / 3 G r FIRE DEPARTMENT EXIT ONLY - ( B ,DG ; ; ` Kilt~ CHECKED f __ ROLLED :IRB AT EXIT / * or "'�� a ;, 1 11 •www . ru rod .. f I 1 I I • . •. .. SHEET T1 L.E ---- Q. 'i I I 1 I� • , • r . . e . DIMENSIONS S89'49 49"W 681.01' (700 +/-) �i i I i� • •+ • • SHEET N!JMk?ER - 1? BASIS OF LEARINGS • �/ I I I 1 • r e • .•e .• •ti ' j �I I I I� .'• a`. r'• n • C2 ,� 111 v1c-Inlu s 0 141 90 SW BARROWS RD . •....- "s_.....,—.' . —.. — --- _ _ ____.. .__-___ ___ .___ !''G3ofII If this police appears cle"wer than the i u N 0 2 2000 document, the document is .►f marginal quality. microfilmed llrJ7� tNCH I MADQ IN CHINAS + ! �I I I 1 qT _ " 3 r— 1 - L - - - _ IIL�IIII�III.!IIl!�IIi!.I'!,L, sll!LII!( !! III ! �! II I! III1111111111 's�il I!I!! U !lIIII!i�ii I' 11 I' ? , , 'I I ,+� 11111 ��� •Ilr , 111 il. L„ ...I,,, 1„ „ 1, v ! �i dill:,fllrl111tIiUIlllt�lfll...l,I11,• ,,.1111..1IIl�„111if1i�Ill! 111 II VIII, III 'r ll (I I!I ( ,t !!' r uti+ r.�wmiwl+Ni7��+r4K•,,,/.:.,»e�lp•aw1A'ner. � .., _r..l":.tuLLi-a..,....0 _,1e..w....l ' .....,_a.v.,.,..,...•.c:....-.,. . ,_..:-.:.-.,.:......-._y,...,,;....rw.,m..,........,........r,_..,......w....-.:,..-:................-_.._...., _.-:..__:...._..._....u... ... .., .- _.. ... ........—. -_y_,t t c*4 0) r ,Vl tom. (7)OX (7) 1 0 o ' ` " 0 SCHOLL.'S VILLAGE TOWNHOMES DECIDUOUS TREE W/SIZE (DIA.) TO RE1w1AIN TREE MITIGATION WORKSHEET _o u FOR TREES GREATER THAN 12" Z C LRM-V - TOTA -- a CONIFEROUS TREE W/9ZE (DIA.) TO REMAIN ��IW TY Imo_ RMIONEQ SAVED TOTS _ OT TAL _ REGUIREQ. -- -� �. 121 _ 34 a S - DECIDUOUS TREE W/SIZE (DIA.) TO BE REMOVED ^� — - – 84 – - � 11m • h - - --- fn ........................... CONIFEROUS TREk W/SIZE (DIA.) TO Of REMOVED255 9 _--___-- Z O ?. 489 i __ _ y M B FOOT HIGH CYCLONE TREE PROTECTION FENCE NOTE: �- �_ _ _� --- - 1 b -.- 00 40 z ---- - --- TREE PROTECTION FENCE TO BE INSTALLED PRIOR TO ANY OTHER WORK ON THE SITE. I3y 22 ---- Q a AT THE LOCATION DESIGNATED BY THE PROJECT ARBORIST. " -� 4 --- - -- -i- 824 84------ 'o`n 3 260— 104 14 023 128 f1 �' X , —� v 1� EXPIRES 6--30-99 40 4Q -- IRE1gE0_ " a \ OR D 28 TRD .7. X2 r' X 00 ZZZIN D 08 ..-•- 'C 22`. .�- --� _..__- --•t,r--•V--- BUSH ROW N END y - • 1 I - C C 20 I TUSH ROW aF' f /10 � 1 p -= r V � d r , D G. ,,�5 r rr- �.,, p G. 1 r � B DG 11 �- 1� ` 8 = 20 X ''� I j BUSH ROW S END ' { z �X' c --r z Ito >- LD 1 All e o .�., 13 , , 16 7 • r • --- '----�'�-.�,_',--- I I m I *t>i'31d 'ROW S E +`—Z30 , � I! C 00 236 (7.. f rit C 16 f �� USH ROW N S ! •, C 18 - aTR 14 C G, f '�. ti ZJ Rev. , DATE , BY -- 1. , 9/�1/98 , 010`V �i �� ,r "� �► 1 t REiY6N SOklf__E. -END 1k r -) / c 12 8 _ - 12 -- - 24 1 0 % ,-'' � C 2 Aft ,�Ig _�„- '�- �� • - . / ` ► IN - t' PROJECT NO. - - - 1 POL012 (; 12 C 20 / - ; t e` Gi, t' t ,, X 2 �E°ff 12 t �l f ', '� 8 DATE , 9/4/98 -2Gt� �A 3 �'` D 12 t �' w f I �" 1 ` > DESIGNED i G. DARLING ENGINEER F. GARM/RE ..` I .—�_,..L o i �� jl �-�' / C 1 ,, /,I 16 r1, ;', `- / •� C 1 , 1 16 • l r-�'�""_` ---- ♦` / ��' a/ ,~� .,r _ I 1 C 1 CHECKED 10, ,. �.. ; . - C f^C 24 ,n 0 �� R C 1 C 0 24 I -T7 __— _ ...---------►----------- � � c � c � C 38 SHEET TITLE . . . TREE PRESERVATION SHEET NUMBER-- RQ .-.._ _.._ - -.._......-. . 24L ca 1a— JII `/?S—UI/U.ftti 1 •�—r.rr""'r"� ��ur.r.�a—rr�.—.r•+•-•.� — — ca 14190 SW BARROWS RD PO 4 of 11 1: F���r�. ,.. : •��..-:2 w + ::;:,,� 9�G+�"h§e�u+ :��� :�@nr,.,e•��Ide `rw,.�',,+n^��c;�t�,���1•,^�'�'�* . . ... .._ —— ___�_—_ _.. ^----.—--._. ___.-_ —_— __ —.` ' If this notice appears clearer 111;111 the JI!N 0 1 1000 ument, the doinment is of marginal yualit�. N' IYIICI'of 1lllled J i I�1�1�1�1�1�1 I.I��l�l�lll !{i�ll��!I '; li'l; � li I ,t; t i i Ij ; lilijijl i�iji ,l�ili� I liljlilfifllill;l I j'jlli, lj'ji Ii!!i!! fllll i INCH MAOIE IN CHINA ' I ILII 1 Ili 111 nl i i : i I{ I Ill itil ,iii' IUlillll�ll,,lllll l ,111!!!,1,.„Illljll;I lll1.••'...Iili IIIII.IIill j.i I !III wilil.lj II ,I.lijil iii...Illli'.I ...1111. .. !� h Illill 1,lii ,'.n. 1 n 1 Ilt�l,t , I,Iltl. 1 Illt , Iltlin .11.. ..,11..1 11 1 I1. .t.. _ .Il....!_ .,_,..,.-..._---.1. :..-.._.L__..L_ ._..t...._,._, r�lli!!iil!•,!!I, ilijillii,,.,.,IIl...,,!III,t...,{1,1.,lI.l�iiil111tlj1.��lili,,.„�,II11�1,�.,,,1111.,111,i,I�... ,;l1tr11111.11..1,!1{,1ljl{Illllllnll��, I N O� M \ � O Q O U N C X yyaO � �tOX GRADING NOTES Z a 4 00 1. ALL WORK SHALL 13E IN COMPLIANCE WITH THE REQUIREMENTS OF THE CITY OF TIGARD AND THE SITE GEOTECHNICAL REPORT FOR THE PROJECT _ M n ' r/ 2. SEED ALL DISTURBED AREAS IMMEDIATELY rnE I AFTER CONSTRUCTION IN ACCORDANCE WITH �2 VATH EROSION CONTROL REQUIREMENTS. Z o 3 n W \ 3. GEOTECHNICAL REPORT PREPARED BY FOSIER GEOTECHNICAL, PC M / PORTLAND, 1L19 8 OREGON2 o In 4. 13 - � --�� 4. FINISH FLOORS SHOWN ARE AT 1T20NT OF GARAGE, SEE ARCHITECTURAL PLANS PR r �Lp � r �1D• ��t� * // / FOR MORE INFORMATION. . , ltl".!5 8X00 . 111 / 0!3� j / R GAO / •� ../,c' EXPIRES 6-30-99 l i INSTALL SEDIMENT FENCE i 4. 5 / 228.50 28. 226 75 226.00 225.0 225.0 i // / 3• 231. ��• / I 233.50Aw { y9a • •y. . + ryryh - - -- - 1.41x, O o . CONSTRUCT i C? - - of Al 14 1 1 1OR vEL N ENTRANC�1 5 RQf1 230.25 ��. 22 .25 227.00 226.25 225.00 -� ._,,,�, / • _ _--. - /� -%/' V _ I I 23 .00 �. I 24.5 ID TLI INQ r _•�� 1 . AINING 13 BDI RNIG. ' Nf, 8 � IN) LL WA v �� �/ ,tiM• 2�' 32. WA4.L - E . 7 .2. ' MAX 2.J / • A �1>e '- Y � •� .�r �_ - ~I r-: -4 IIS (^ 4 0 k O�vl •/ - �1yL- Rfllllyi 1 . \ I_I rZETNINING IIS '1 IALI Q"lot MAX ,'ryv lot Q INSTALLS ENT FENCE / DO -•- b 5 h � � �• INSTALL SEDIMENT FENCE r/ � • • \ 73 - RET 7• / ?JWA -_ 2.5LLMAX h �k I �I f ' - W _- W - REV I WEI BY 777. / // h "i - -.� • ./*Y\•- .<: 1. 1 9/21/96 I GID CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE 0Cl 13g. 371IST - .2 .00 RAINING / J� �, ' / G�••Jl / I 3 B 2� LMAX 1 1 I INSTALL SEDIMENT FENCE PROJECT N0. or h i (.Q�� v II I11 1 C��xO. .�A � �✓ . . . . � I�F. P� N2 .�_._�_.�._ / -,->�. \ ' I I-I - - - - - ATE I 7131190 DESIGNED I Q. DARLING ' �J• / •', { T I ENGINEER 1 F. GARMIRE J II II CHECKED , , SHEET TITLE\ 1 GRADING N, SHEET NUMBER------- I �- - -- ----- C4 .�n an-unm+n 14190 SW BARROt'.S RD - PG5of1 - .-z....�e.•...�.a�^^,,.i^,•'"n..,^�^ai'?oq'"'z�.�nnw.^r}-::•!^m;pq':rc-•.-v^,,,,i.'*T'" ^s''�pPA�f' _-_ - -_ _ _.__-_-__-__-__ _._-__._ _._ If this nalitr appem•s rlearr: Than the JUN 0 1 2000 umeul, the document is of marginal gtutlily. 1111 C'fol l I NICU - t lilhll 11 11 l llll I�Illlilf(I 71IIIIII ISI llylill I IIlly! ;ij? I IIII ;IIIIIjI 1'llijaljl111fln, 1TH; 111iil I 111111111;W11 I IIIIIII(Ijl�l i1illll1llli1. 1)Illllll�lp Illll!14f11!1Jf19111n � �U!!aLIOII U11J I1tjAJ1 I III It Ityl,{{Ij�{i 12ilnu :al nln duuhu!Iuld:::Ilfl liIll, hl�1;"�R,:: IhILr.�wh^.; rul" 'Idmlh� 111 illy :Lm P,: 2 4 X rem L'NiSI!'9 i,•'Yir' , i i i +.sem ._____....___•--mss.__-...�_._..__-.� _.._-.. .-_..r__-� �..._..._-_. -ry-_+ �.._ .__ .-. �� �w-- �___._._�_-. �._.�__...�_� __. r r_._+r�.. � � U z C X Q i i. 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GATE I 9ti' ' IE 228.06 i y S u+ UNE A „^ '�'_"`: "_"'.�"'4^,� 1. 9121198 GIG / A Q ! 6X4 _ _= •X4• I" . be,4 RI 224.21 t. • IE 0 230.11 • E • It 219.02 I L r �p r. ~~ r C- IE/218.82 j dj •• gyp- ' 1 `s s. pow. � -•- r ! ` ° T~ y 1 r -me - "' •x4• WYE M 233.q IE 225.50 1 1 I f ,.. 1 1 / / 1 �� 1 ► 235• xBi j ' / f �,►- �a . 4 4 0►� J 4C S- OKSI ��' ! �r/ • 1'15 IM B D6 227 I .00 i IE 230. 1 1 I PROJECT NO. DATE 7 31 98 I I I I t �_� �} DESIGNED I G. WLING '/?J• j ;/ I I I I ENGINEER F. GIARA4tRE N i u P` i �I I I I� CHECKED I _� - � :•• . �' •�' it I I I) II I I i I� 0 r i N ` . ,.• SHEET T, i'L.E 0 .6 , ' SANI'TARY SEWER I N, SHEET NUMBERCL - i/rte � � �� • e • • ♦ • r a . r • e• _ • b • • e • e • e 0 ....._ ���r�.�.- ...�.....�_ ._..._._..e._.-.�.�..�.YrO..rrrrrr.Yllll• .y1�IW�.aiIN11111...+..... -_-_ ..._._...._...._..._._�_,_._._ � •e0 • Y _ ..r ._.__._ • 1111101116�_­1 C5 J T 144. NII �liS 111tH iti d 14190 SW BARROWS RD • ! . f • M1♦ A. ) 11 [Ili 6of II ^ °, h ♦ s 9 s R • N Vo ' - '`� „ _r.., l�"ie I�I..y P rhiy- ,.YEI�'A�#MI.M111•r!Nprna.AA.IN•M+.wemPRiNw.+�..m!nrolwnawrx.ewr.uwawllM If this notice appears clenrer than the JUN 0 Z 2000 `� d0cumcnt, the document is of marginal quality. k y microfilmed ►�'I ��� ,; �� I, � ;,; � , I � i� ill; -TI• 1 iMG11 ' MAOCHINA� 1 II ,I 1 � II , � ti 1't��.fi��'�' I � IIII:II��II,I {i�Il �{IjII�' I, I �ilil� l�llllli,ll '•�I•�Ijl! i�liil; '�,�lil ' +I! E iN I ! I • I � t II =j lil t+i IIHl�nll �u, tl t •7:: t• ' -`7 ._. .�. G!- '� JD ''.i.�,.�. ' III{I1���1{IIIII'lll ILII �Ill 'IIIIIIi I liillll Ili ill I I li{ i ii it iii; t" ( t t t• "t Ittul 11 ttlllit t n,l , ,i Itl tlln, alliin' n, n I In , n ��; �, .. 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A(.B. ��., 4 •S � / RIM 234.5 RIM 223.80 3 I.E. 232.50 I.E. 222.50 1402 EXPIRES 6-30--99 . / a S '224. (LYNC11)AIN RIM . •,,-. RIM ,224.0 I.E. 223.00 ' X 18854. 0968 - - . . . . Y 17.381 . 7673 • / / ,� • , `�I/ 7:0 . tE 22 .50 SAO. 608+00. 6• j e lbax5 WYE f✓, �'// RIM 2 .9 IE 223.35 1 22400 rn 5 231.00 t _ + 228.:10 28.0 226 75 226.Op j 225.0 224. 0 225.0 d' C.O. 3 • �/ f ; f ` �? • 33'0 M 9. -� 1r I.E. 222.50 • 233 50 .IIs. .►,. a� .�. ;� eo . 0,01528 • • � '�- 2 h 5X10 4 3+00.66 UNE •A' )~ _ _ I. 222. _I.E�222_2!s _ �` _ RIM 223.0 a Q+ __ Q,Li / •. T . $E 22 - IE 222.13 6• IN (NW) ' 9~ Q•0 '�` 205.10 L 1 STORM SEINER IE 221.80 10' "1 (W) J / • , ` P S = 1L . 61 Pi IE 221.60 10 OUT (E) f- 22 .25 227.00 230.25 ! 226.25 225.00 1 v i �c 231.50 23 I 26.5 Q" 4.5 I _ .00 O RIM ! G•O• 0 10'X6' WYE w w A /� / • 1 ? 75 2• 32 i • IE 223. ui I.1 4.E. 222..3 ! ' I.E. 222.44 Z N 10 ` - IE 222.9 I. 225.00 IE 22 >- ! 1 \ ! n 3' x 10' WATER I . 0.0 in QUALITY VAULT b- Al-A (14 SIT DETAIL SHEET CIO .0 ��� -� �` N 01 1+77.57 UNE 'A• O f ,/ `? . • � I 0 I _ 1+00 UNE 09' �225.5 IE 220.133 10' IN (W) w • -�" N IE 220.66 12' OUT (E) r, ! ,� •,� / RIM 229.5 - .._ 1 I.E. ?.25.50 1 t (•'� � h / "�' � .., � ,. ji -• n , WATEH QUALITY MH I I \J • / • �� cp2 RIM 224.3 ev ` C IE 221.14 10' IN (W) N i IE 220.94 10' OUT (E) -fit. 1`}. ._...:�_..bg_ ,_.__..� ��,..___ e co ? 414, ,(( / RM 235.0 \ 3(� I O 41 y t EXIST. "'.'°"- -. - •./`�• F / IE 230. a ?.3 ,I s a -� ' LNSTORM `•• . ._ .. . 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DARLING / r X 18110. 9491 RIM 233.0 I I 1 IE 231.00 ( I I I ENGINEER , r Wow `��• / 1 Y 16995. 6440 � � � !�' C'�I`:Rl� r TFE. �i i i it CHECKED 1Ic _ � �r• . � /' / II I I II In u '�'r ' �• � wl I I I II ,N. •�• I I I I • • •e r•• •«• • s 1 1 �• r s ••• TITLE d �.,} , / / \ \ . . . . • " • ' •♦. .:. STORM / N, SHEET NUMBC6 -------- C! too- • • _ .� 77) , .._... s . . i • www. I '�n lllillitf _ c 14190 SW BARROWS Rb • ,:I�, � . Pc7ofi! „ If this Notice a1pears clearer (11:111 file JUN U Z 2000 ocument, file document is of marginal 1111C1'0111111ed F�. 7 1 �1 !)� ���I '!I!{l+lll�l►!Ii IjI�Ij1+111�T 1• I{!!! !�! !'! ! I{I�I�illllil � l � ' +!jl : li ! .!{!{. I i{il; I j:i I`I I! ` { { lil�� � I I{ I!!li !I{'I!'! II '{I{I I{I� fI !jijlj!?li (•11.1 , ;, I � I � l i l , � I ;1 ., � ;1 •! I I l , i ,Ii i i .; 1 I ( � � ! ;�•� � ,,-r ;. at INCH MAGE M CH INA Illllllll�ii;;IIIII�!II1111111!!lIIII!!�II!ililll{!!!i!lllll!I!I l!!II!!!II!!!!I!!IlII!!!IlII!Ilill{ !1111 1! 1 !! 11� I ',1111 111111 11 111 1 I ••I ••I, 1 •111111 111111 1 1111 , 111 ,1 1 1111 11111. I 111 , ! , s ...III_,III...I...�Ilfl_I!lI.IIlI.,.lIIIIII_ll1i111111llIIul!II.•..,III,.,•,..lfl.,l,,.11.!,.II.111,111141,II.,.gill,..,, IIIJI, ,...,f11..111.III,,.I ,,1„„1,Ii111,.,I.111: IIIIL!I!11,IJI. :''!1fFR2�n Pim I { I • ., _ ,.,:.b:u.aka.�kl,a-!r,r ,t,.,.i.!,,h., .,'e i .,.,'rl°Y'.,. .+.;,..r.1 ... .<....,... w?a......,,dii " " �d 5f i T i " OR 3" r OUTLET PIPE SAL NOTES: OR 8" c OR PIPE GENERAL NOTES: f a 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES w1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES c O do BOTTOM SHALL OF BUTT' WELDED OR MEMBERS BUILDING SEWER PIPE ? Ip � - do BOTTOM SHALL BE BUTT WELDED OR MEMBERS MAY BE OVERSIZED do FIL..ET WELDED. MAY BE OVERSIZED do FILLET WELDED. SIZE AS SPECIFIED ki 2. ASPHALT COAT OR GALVANIZE ALL SURFACES - 2. ASPHALTUSURFACESw 0 C AT OR GALVANIZE ALL �+ OF CATCH BASIN AND CLEAN OUT. \ OF CATCH BASIN AND CLEAN OUT. - v 3. BREAK SHARP CORNERS AFTER WE1.L?ING. 3. BREAK SHARP CORNERS AFTER WELDING. ..._ - XQ 4. APPROVED DRAINAGE AREA (SQUARE FEET')., i 4. APPROVED DRAINAGE AREA (SQUARE FEET): I u 3p OUTLET PIPE (10,000 S.F.) N 6" OUTLET PIPE (10,000 S.F.) n- Pl,A� >' tX)LET PIPE (21,500 S.F.) 8` OULET PIPE (21,500 S.F.) PLAN T FABRI(;gTED TEE FITTING ANY SUBSTITUTION REQUEST 07 CATCH BASIN P� 5. ANY SUBSTITUTION REQUEST OF CATCH BASIN ON SEWERS 18 AND SMALLER »t 15` X 15` 3/16" X 1 1/4' B.B. FIELD TAP ON EXISTING :EWERS �C / COVERS SHALL BE ACCOMPANIED BY CALCULATIONS LYNCH STANDAR � MAST IRON GRATE -y COVERS SHALL BE ACCOMPANIED BY CALCULATIONS AND NEW SEWERS LARGER THAN 18". -BACKFILL 2X4 m 1`0 x BAR GRATING, WITH CROSS BARS 4" O.C. CALCULATIONS (STAMPED BY AN OREGON (2" 'THICK -- NATED 12,000 L.BS.) OR CALCULATIONS (STAMPED BY AN OREGON AGAINST PLUG TO �' o) DEP111 TO LATCH - REGISTERED PROFESSIONAL_ ENGINEER LYNCH EXTRA HEAVY DUTY CAST IRON REGISTERED PROFESSIONAL ENGINEER � .o rn GRATE DEPTH DEPTH TO MATCH - PREVENT PLUG 6. ALL ALTERNATE CATCH BASIN GRATES SHALL BE GRATE (2 3/4" THICK RATED 20,000 6. ALL ALTERNATE CATCH BASIN GRATES SHALL BE BLOWOFF & SECURE � tE M APPROVED BY THE OREGON STATE PLUMBING GRATE DEPTH LBS.) AS SPECIFIED ON PLAN OR EQUAL. APPROVED BY THE OREGON STATE PLUMBING �"� 2X4 IN PLACE WITH 0 L4 CENTERLINE OF HINGE- BOARD. SUBMIT CERTIFICATION I-ETTER. TRENCH BACKFILL 3 to f _ In GRATE FRAME CENTERLINE OF- HINGE BOARD. SUBMIT CERTIFICATION LETTER, ORWLAI�RAL W GRATE FRAME: 0 ug 2"x2"xt/4" ANGLE: - 3'x1/4" (TYP.) Y- _�_____ 3 1/2" r2" 4iINGE - 12 GA. STAINLESS " 2"x2`x1/4" ANGLE _ 3 1%2" �\ " INGE - 12 GA. STAINLESS in i 4 SIDE ' STEEL, 2 1/2- OPEN W/1/2- " 3`x1/4" (TVP.) --2 STEEL, 2 1/2" OPEN W/1/2'" GROUND X TEND AT LEAST PIN (FASTEN N LONG 0 1 1/4 4 SIDE. i _0 KNUCKLE, 10" LONG WITH 1/4_ - / SURFACE 12" ABOVE SURFACE PIN (FASTEN LATH fi 4 1/4 PIN (FASTEN WITH 6 0 1/4- 4 /'4" t STN. Sllt. BOLTS) T}`j STN. STL. BOLTS) ' `la 1 a oU TT�ALL /45�, 3/16 DiAtt�. 10" 6)'NPIF'E SLC 010, OR \ 14,tn3 :r 12" --{ 3/16 -V 1 J 3/16"� 4" PIPE = 0.020. -- -'! 3"CENT. 8" � 3CENT. - 8- SEE CLEANOUT 2 1/4" PLATE (TYP.) I "-{ 3" .� 7• " - 7' MAGNETIC TAPE SERVICE CONNECTION SIDES AND BOTTOM 1/4- PLATE TYP. -�- ,)) MARKER: r 3" �� SIDES AND BOTTOM �16 2 _0 L.- 3" 98 GREEN W/ BLACK LETTERS �STORMWDRAIIV) -�� R -GAS` 9 ( - 9" PLUG, EXPIRES 6-30-99 10 GA. SHEET - TFALL _ 10 GA. SHEET UTFA.LL �� '- METAL (TYP.) DIAM. _ METAL (TYP.) DIAM. - G. Ci fi` �iL][_1�Y11.�Sl r ..� C L fi" E—- C-(` +^_�-... �' f • fL I I--- 2--0 1/2 SQ. I a[ trr ELu"v ATION (�'•)>j1� ELEVATION (�•)���'�� '. •S�t'��- -3/40 - 0 PIPE ZONE MATERIAL 3/1 fi •°� AS SPECIFIED CLEANOUT CLEANOUT foo •� �-- L SUPPORT TEE WITH BEDDING GPAVEL MIN; MUM 2 0" 06E LYNCH TYPES AREA DRAIN SYPHON CATCOH B ,EWER SCALE, NTS SCALE, NTS SCALE, NTS :z a w I i NOTE: I THIS TYPE C MANH:XE SHALL BE USED ONLY FOR PIPE SIZE � OUT OF STEPS OF z4" OR LESS. A STREET AREA STREET AREA f - M� � STD CAST IRON STANDARD MANHOLE MUCT w2mm FRAME &: COVER- GRADE RING � I NOTES' 1. CONCRETE SHALL A'TAIN A MINIMUM FINISH GRAD EXISTING L � COMPRESSIVE STRENGTH OF :1000 P.S.I. / / I IN 28 DAYS --- --- SECTION - - 4" MIN. / / ®"'�" 2. PER CLACKAMAS COUNIY STANDP.r',D / DETAIL SWM 0007 :�• 95% COMPACTION T - 180 2' / / MAIN SEWER UN ------ ' w ��'• `••: 3/4"-0 CRUSHED ROCK / ¢ REV. 1 DATE 81' � 1• �'.•,�� WATER?TGHT PIPE PLUG / / j 7-1/2- 1. 9/21098 GID / U LOCATE MANHOLE (AVER 1 1 //(,yII �•'» AND FRAME OVER LEDGE / / OF AT LEAST 12` IN WIDTH MATCHED FINISHED GRADE OF STREET �• • r,, �• PROVIDE 3/4--0 FORA VARIABLE 1 ' • r>: MINIMUM OF 6 AROUND CAST IRON COVER AND FRAME •� "-`-�'", �• -CLEANOUT 90% COMPACTION T -- 180 . / / G- (SEE STANDARD PLAN) -� I BOTTOM 3/4"-0 CRUSHED ROCK / o SET FRAME IN DITCH •• . ' - MAXIMUM NON-SHRINKING GROUT � 24" a 27:- Or, 12`XI UM 27 FROM • *�'' TOP OF r lri i STEP _______ ECCEN TRIC MAX MI�i - �,- oC TO TUP OF CASTING e - •. • t►• • 1� MANHOLE: T I •'�: • • 3/4--0 CRUSHED - N 9% ab s i > ♦ PREFORMED 6 •1 ROCK PIPE ZONE o 6. 9 ��W STANDARD 48" -'� PLASTIC . t� ,� ' • MANHOLE RISER _� �. -� GASKEt _ - 2'-8-1 40 . _ -� �- -�-- PROJECT NO. � • R � • 413" FOR PIPE *' �• UNDISTURBED " Kt 24" OR LESS ___-- `��� EARTH ' • 3/4" CRUSHED °' _--- M2 �' S:�::••qi; i ►' ' 4. • ; ': . '••• ROCK BEDDING = ' 2T OR U►FOR RGE7t _�--- "`-' COMPACTED QP -� El VATI.� IF" VI .� . ., _ �. •. �! CRUSHED ROCK DATE 7 31 98 �' . -••: 1 MAX. FOR CONCRETE PIPE �� `.� J � In 3/4--0 .• .. ,r r 1b .•'r, t�E Imo[ -;� _ DESIGNED 1 G. DIARUNC ,, », ►• . . . . •� . . .�. . . . ,� • . ;4'' — ��_ ENGINEER 1 F, GARNFIE STANDARD DITCH INLET ------'�- � CL 11 1 ILI CHECKED I Ln 1. IF S W IS AGAINST CURB, FILL ROCK TO SCALE: NTS BACK OF S W. �� / CONCRETE ENCASED WYE 3/4"--0 CRUSHED ROCK 2. IF S/W IS NOT AGAINST CURB FILL, ROCK SEI IN FRESH n 2' BACK FROM IN DROP MAXIMUM 2'0" CONCRETE AND CURB. VERTICAL DISTANCE, '�•: GROUT ai „ INVERT Tn INVERT , � 8_0" MINIMUM � 12` LAYER COMPACTED '° "w' SHEET TTLE --------��••--•-• BASE MATERIAL(3/�4"--0) DETAILS q` STANDARD CLEANOU7,11- SHEET NUMBEIR TRENCH BACKFILL STANDARD MANHOLE . . . • r . . ; » , » • f • 4 •'! ' . III scaLF: NTS :KALE: NTS "„ «»« • f I`I 10 scAl�: NTS , MOO » Y IG 14190 !,W BARROWS RD or PG8of If this notice appears clearer than the JUN 0 Z 2000 ument the documew is of mutt incl r.tstlit X quality, 1IIl�C(I ,111 C T( ` rrrilllli1 111 illlif � tY i � 11I III II � � � ( . I t I I ►I iill , l !i! � t !t !i I illiliil ! ' Illlllilil : llil ! 11 � ' 1f1, I ► �•II 1 _ ! it � , I I � t l il , lill ' i ► I ;ili tlll � l' II iii '( ill� Il � lil illlllii rt INCH ' MADE IN CHINA ' inn i I i•!ll I rli It Ittll I t I II t ( I I I I I. I.. ... 1, . i Ii I liil ! III IIi1 i ! , ,III !I I i,• .i I I IIIl. ,! III t t j(L� ( � � �-- �• t�` .,�iIII u i . . .1011 .1 � , ; .II •Ir i lil!! !!!I!) .II III!II`II!!IIIi!!!t I!Iliitllll!!ti!�1I{,!nil IIIlllill!!IIIIItI 1 Itt'Iillltlltlllll I !!II 1 I 'l.,l ..,1 IlSltll II IIaII I tltllt I:I!!I11 IIuIIIIlnlltil ISI II! It t i '., ,� �. •. ..._.. -. . .. , ..:� . - .... ,• I_ III ., , ..,..11 ,l�IIIlII II ail Iltlli:!lltill,: .�ll,ll�n, ,III�Ltt .11 ,,. .1111 t Iltt, III '�.l IIIIIItIIIl1, , 1 N WATERTiC#rBOLT DOWN COVER `e) MAL A ~ , SEE BOLT-DOWN m RUBBER GASKET DETAIL • '' 4 ` HOLES PRct:AST QR BORED ��'�` 1 LAT 1-GP - � M � ' FOR STEFS SHALL BE VERTICALLY �``�\ o (OPTIONAL) . ' SPACED ' 2" CENTER TO CENTER. A I �, A B / u • C`; O x NOTE- DA. 12-l 1z" NOTE:: tQi. Z � MANHbLE STEPS MUST �E TIGHT AND FIRMLY _— _ _ CL I EMBE ED. THEY MUST AL.SG MEET THE ,ASTM ■ TEST FOR WITHSTANDING POLLING OUT. r NOTES. a va rn , " MANHOLE � � 1 w _-- 48 _ idANHGIE [DESIGN TO CONFORM � ' - �_ TEP RUHHER GASI(EI _ 'MTN ASTM C-478 AND WALL - �' - DRAWING NO. 010-ST ' �,, __! f_ �/ Z A —� cc, w 24 3/4" - �, + MANHOLE PIPE: CONNECTION - - TO BE A LCA( TYPE OR EQUAL °� .. ' 25" ..J/4" J/8„ W ISER ASTM CAO OR NON- CUTAWAY VIEW _ / �, I I n ul SA" DIA. 'SHRINKING ';ROUT - - - I - - � _ � � � RUBBER GASKET "NT j a p J TO CONFORM WITH ASTM C-433 « -i- - -STEPS REOUIF!EO ON FLAT TOP S 7/8J a MANHOLES OBER 4' DEEP 13" CC 3-3/8 FOR - IZ7 ` - 3/4- PLASTI.(' SAFETY �- _.-. 5/8 ­11— 1/2" SECT" B- �o PiR�Ff, F . �.-;r. • �..�___ —_ STP 4 FCR - SEE -� �5 ,�G�1 NF 24' - GALVANIZED STEP 23 • p ----------- _ BOLT f)OWN � �'>I,�,o23� DETAIL A 30 3/4" DETAIL. -J / REINFORCEMENT FIAT TOP SECTION A-A 7/16" 1 1/4" O.D. OR G N 1 OR I 8„ d 5/$" S. T f EL WASHER e STANDARD MANHOLE FLAT TOP REINFORCEMENT % 3/3[ THICK p Y 26 " e GARO\ BAR AROUND OU-i•. IDE 0F OPENING - E XPfRES 6-30-19 b DIAGONALS BOTH SIDES OF OPENING 112" 6. O.C. BOTH WAYS PLAN 7/8« • P " 1 2" -13 N.C. X 1 1 "- -� • ; • . A';' ` ,�'. MATERIALS: --_ GALVANIZED: HEX HEAD STAINLESS +' #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. CAP SCREW, 3/4" / a- 4 3 REQ D. PER COVER. FLAT RUBBER -' - REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. _ - _ -- WASHER GALVANIZED CONFORMING WITH ASTM A-123. PLASTIC. 3HUMOWN MUS1 CONFORM WITH ASTM C-478. STEEL REINFORCING BAR MINIMUN 112" GRADE. 60. DETAIL MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE WITH SERRATED SURFACES. NOTE: COVER AND FRAME SHALL BE OF GRAY CAST IRON :A.N -r.M. A­48 CLASSS 30. 4 FLAT TOP MANHOLE. SCALE. NTS MANHOLE_­-STFP5 WATERTIGHT MANHOLE L SCALE: NTS —� a FRAME_AND COVER SCALE: NTS x I � 0 1 CL i i I ! I ! I CLASS "C" ASPHALT CONCRETE I BASE ROCK 3 REV. DATE BY 0 ° Op OnOp 000 ,0 OOOa 2 3/4"-0" LEVELING COURSE ON i00 Op O0 000 Opo D0 0000 OOGO Opo Opo O 6" 1 1/2"-0" BASE ROCK - . °--� °�1L °_ n ° 011) ,, ,.°-O; —L 1 1/2 ROUND - NATIVE COMPACTED MATlERIALI I 6" ASPHALT CONCRETE CURB CLASS "C" MACHINE PLACED N-SITE PA VLMIL4 T - EPDXY SUBMIT TYPE FOR REVIEW Ae PROJECT NO. IyOTE; 1. NATIVE MATERIAL SHALL BE PLACED IN MAXIMUM 12" LIFTS MEASURED % �� 0 ° O 0 - O U �� O'er f-OL.V IL BCF ORE COMPACTING, AND THEN MACHINE COMPACTED TO ACHIEVE 90% DENSITY WHEN TESTED IN ACCCRDANCE WITH ASSHTO STANDARD METHOD ' '�• I w, r T-180 METHODA IN STREET AREAS, GULL_ Df PT}I ROA CK BCKF ILL REQUIRED t .�I ' , t =j — :•:'�;� ,� ;, r:�•' �w DATE 7 COMPACT S'JElGRADE TO 957., T-1$0. ^•'•• �' �- ' �''•'•�'' - ._. ' _ I 1 /31 98 , 0E S GNED I G. DARLING 2. BASE ROCK, 1 1/2""-0" OR 2"-0", 10" DEPTH PER OSHD SUBSECTION ENGINEER I F. GARAURE 703.07. COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY CH�_1__ `— T-180 WITH 2" OF 3/4"-0" LEVELINE COURSE. fll4lEa.. 1 3. ASPHALT CONCRETE SHALL BE 3" OF A/C PLACED IN TWO LIFTS AND 1. CONCRETE CURB AND GUTTER SHALL BE USED ON PUBLIC, RIGHT-OF--WAYS. „ CONSTRUCTED IN ACCORDANCE WITH OSHD SECTION 403. USE TYPE AC-15 ASPHALT CEMENT, rIY t 4. APPLY TACK COAT TO EDGES OF EXISTING ASPHALT OR CONCRETE 2. EX7RUDED CURBS SHALL BE USED ON-SITE, EXCEPT AS NOTED. .": : SHEET TITLE STRUCTURES OR PAVEMENTS IN CUNTACI WITH NEW PAVEMENT. , , •,p ,•, , ,may . $ ♦ • M • ♦ 4 { .' . q • . , DETAILS y« SHEET NUMBER---------- ONSITE PAVEMENT SECTION EXTRUDED CU �BT , . y . • SCALE: NTS .` . ♦ 1 , ' • • ; +I NTS SCALE: SH - t 0A 14190 SW RARRG; VS RD Ni -- -- ..- Ni9of* II , . ... y. .• , r If this Holier: . .:. ...:. ,, !. ..• .,.. . , ,,... ____. . _ ... alppea i s clearer than the JUN 0 2 2000 : document, the document is of Inarl;inall quality. IIIICI'U1111]1Cc� f 1 I I�I�I � I�I` lillil`Irj-�! _ INCH MAGE IN CHINA �'1'' i 1 I I 1 I ` I I I I s i�)! j ! ! l i l l „I •` j!� I I !j I I ! I ! I 1 -13 u - Illl!II!!II!!!!i!I!Ilil!Ilil I!i!IIIIIII (Iljlll�ll'II1111�!I!I!II!I,i1 I !!To E.liflllllillll}Illi !I lI '1 • ii �i.. ..-.-__..._... ._.. lJILI...IIlll!�,lI�H1:. a�lil,l_!il•..•illlf.Ulilii,l.,IIII!•..,,�1111,1I,lIIl131 „�llnih(j, � lfi,,:,, ll {�„ II �I, { I,II�„ !:,,fi, oillii, lll1!IIfi11i11 !�. a N 04) cp U Lr) , A \ A D l� c X - _ � U. < N 1 .54 _., CL N +547 INLET OU TL[T ! WATER QUALITY MH c / RIM 227.5 �J I.E. 221,38 8" IN (NW) I d loon I.E. 221 25 10" IN W \\ I 221 05 10 OUT E \ E I I / F 0PLAN to Z In 3 CARTRIDGE W �, o 1,010 LINEAR VAUL1 �f 2+03.84 LINE "A" b CARTRIDGE ---- !• s,Er, t: O a \ v 3X10 LINEAR VAULT 4` WATER QUALITY MH T ', `-� RIM 224.3 - I.E. 221.14 10- IN (W)ge i.E- 220,94 10 OUT (E) sic �. k 14,023 . 1 �-- REMOVABLE WATERTIGHT CAP _ yy � ,,......... . . - _... T.I. _ - D -� � ___-»_ __ � '�•' -•A PLA$'IC 011 DUCTILE IRON -4nINLET FLOW .02 FT ,�, FQW OUTLET r EXPIRES 6-30-99 1+ 77, LI E + >t•' 1 '�. -- SECURE TO MH WALL WITH -1+0 LIN »B» 1 �, .ii STAINLESS STEEL BANDS �, \\ SDMH �• -� --. . �: (MIN 2" WIDE') AND RIM 22�.,�- �1 � � � -- � � 1/2" BOLTS 1 I.E. 220. 3I 10M la; (W,E) --- MH DIA TO BE DETERMINED BY \ \`\ I.E. 220. 1 A. ; �•�� � �� "�+�•.. r ,h .�: SIZE OF OUTLET PINE _ _�_.1.�._.--�_•_. . 36" MIN t' 4"-21" PIPE r 60" DIA MH 24"it PIPE MH LNA TO BE DESIGNED r. ,\`_- _ .. A . �•• t' '6 MAX SUMP DEPTH 5• , � . � J\..���, �,.,;✓ `,� MIN •, .A!: '& a SUMP VOLUME REQUIREMENTS _-- SECTION A— A oil SINGLE FAMILY RESIDENTIAL r � --- L 35 MULTI FAMILY RESIDENTIAL 22.0 CF/ACRE COMMERCIAL/INDUSTRIAL 84.0 CF'/ACRE WAT.ER-O-UALITY ,ASSEMBLY PLAN VIEW 'I 10' WATER QUALITY unifled Q MANN 40sewwage «- �- DRAWING NO. 100-ST _ -,,_,r....—..•'.► Mu. 6.M•'s?e AMO OrML. U.• �. - hL[ ORA/r.SVM/ W O�MMIO W10DfT 7/,•/M •4 — --__.___._._..____a 1 • ANO ►O�QON PAT=" PrKNOL fp4 lo— ♦ WATER QUALITY MANHOLE s A �r A C `! ` � � USA DETAIL 100 -- ST r-M c� V 1 rwm I.� a Flow CaNWC" LINEAR ST_Q�Mf_II�Rr_PtAN VIEW i CATH BASIN - PLAN VIEW (� SCALE: N.T.S I SCALE. "'1.$ 1 0 o 0 t oD11CA[Tt[ b♦L [ t.aJ RADNt row cAa,Dcc (M') s - 7 . runt aDota man ! J ~ Q r------------ _. .. .�.._ _--�--__ --»-�- a r"cw or Kw ._ �..__.�..»___ 0 cx ,•_>r ._� >� , _,. BY z LINEAR S"I ORMFILTER DATA REV. td — Q � FE Sim awe wwx Wf I I W CIC - -- __ 9127,198 &V - lTDAl1tMTE" ww�ot►,u+r so" YNKS z F- to DESIGN WATER _ _ iQUALITY FLOW ,ora . 0 ►4 ;�g­o r - --' a PEAK FLOW __— --- Z 12 ----�- v RETURN PERIOD OF PEAK Z� I ._ i t c N cxn�t!.r FLOW w,t ca,nMrc --•--�/- P+K TEi (Trp) P r'rC rttt prl+) r CDNC"t1r w� ,r• ►lw (s�-c N)rE . ) 1.E. C.O. INI ET a r-3 1I uNEAR sTgfMrILTEr.:. n�-A A—� t _ RADIAL FLOW C A R_TR I D G E S crop :�, N.r.s. •" t I � — LINEAR �;TO R M F L TE R SIZE 13 A �x IO c°°"°"' Tttotlu AU A>>�M0 ws RIM E L E_V A_ TION �• t r JTL£T CATCH BASIN OR MANHOLE BY_OrH RSA_- SECTION C-C C-C �'+�__ - - � -+ _ _T ! > N.T.E — _ _ _ ___ t M••rw.. — ------ — I. E. _ MATERIA D I A M E TF_R _-- 1 !► — INLET PIPE , 019 22m1 PVG PVG 10" 10 'I IJ IT v —� -- rll PROJECT NO. ' Icc>'rrAY a EYP __ OUTLET PIPE D. 220.8 G G 10"' 10 — '�"�r' "•'•' "— OVERFLOW PIPE VA WN NP NA NA NP, POL012 r-r NOTES: - --- - � 1.)) LOCM stotr,11l1FILn t to IR !1J►r1K0 IV r� 4 n�u► sro"trr"rtRs aouw�r letouua _� _�__ - _ DATE ! 7/31/98 sTr"►~lm Iwgrt0lEul ff t(3" 340-&W). w I�mt *a OK0111AnoN AND / :.) saotao to c:Atrtt „ on rw To A!c w �c+ tMl+�MI rolt txrAlls DESIGNED I G. DARLING 1M�T(A�1��M� aMMl!��� er�c>tu 1y 4.1 rI -cwt Y~xY �nNs.. �,co w ENGINEER F. GA.RMIRE M1M WCJII 1wrC1A4710N1t Alb P! OOOI, kL'CO�tM�Gf�AST11 i]eSl. .M.--._...L_ 1 ` `) molcT f O ie . �b,�'1 EOINI 9.1 C� o rm AND COUPLMICS P o--'m mor ra IEtIS f1U11 CA1CN 04SN 1' MM l7, 1 _ CHECKED , _t_.. SEE WME 3. s.) T (/IC+1j0 CONI, c4cm VAN AM 16,"Iff �, EiEWT�11m AM mumKR or A SHW "OR ver w•w N +s f LINEAR ST AFI�TEtt""- �,E T��qN g _ R-B s') cc ► t0 sn t ��rwa ted %wtoowM!i�vEo a EWW O T11i 0MrT OF 1 mss, N.T.S. t wAu rawroo orl ptC,NEfat pf . . . . ••. SIJ4EE T TITLE ____._...�..._... - _ QUALM __..._—___. .. ._.._._ 0 J • •• •• c 9-IFET NUMBER--•- ' LINEAR STu*0%RMWAT"R __FILTER1511 9m-0Mj.)8 r w i • t •• clo 141(1(1 SW BARROWS RD • -----..- ___ -._____.___ v e . • ! • ♦ • r R w • • ' a• r • s • •r c • •.w ;.., ,: '�"; c,.. 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I / f N89'50'01"E 454,9 (472. 9') GA 's 0 PROPOSED — PRIVATE STREET LIGHT POLE: DARK BRONZE / �'5 11 EXPIRES 6--30-99 30--FQOT, DIRECT BURRY, FIBERGLASS LIGHT POLE 00 -f WITH 8—INCH MAST APM(S). LIGHT POLES REQUITED: NINE (9) EACH. / !'.f -�"�� •'`__`` " 6 100 WATT, 240 VOLT, HIGH PRESSURE SODIUM, j "<HOEBOX STYLE LUMINAIRE WITH LAMP do PE. LUMINAIRES REQUIRED: TEN (10) EACH. B OG 11 Co 15 BOG. 1 2 « - e METERED STREET LIGHTING SERVICE PEDESTAL. pf / h" ---.•• PVC CONDUIT AND STRANDED COPPER CONDUCTORS. Q�* / /, i t �- ' ,.. �`" • . •r / _.. 0.5 FOOT CANDLE LEVEL (STREET LIGHTS) /� � �• ....., -- - �-•• -- --- •• - �, -- - �+• ��+��' ,�'- O 0.5 FOOT CANDLE LEVEL (BUILDING LIGHTS) / C ( C / 1` }�rr , I / j 0 .. ' / , ,-�. r. �/C't 4 - C; • .S tia A .�e IJ�AM �'r',, � �r yr ..�.�,,,,.• t ,ts.a....:w•.�.t"«'s:tl"7.. .., r �.-......._... B DG. 10 �! 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