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12909 SW 68TH PARKWAY-2 +y •7 .,1 k } i? V1.�NEFAL NOTES � T. SHALL LOPIFORM TO THE R�0uFF1tEiMENTS OF TUALATIN VALLEY WATER g THE UNIFIED SEWERAGE AGENCf AND THE CURRENT EDITION OF UNIVORM KUM04G AND UNIFORM BUIL M CODE. i. MAT TO WITHIN FIVE FEET OF WILDING: a ATE DUCTILE IRON, MON JOINT CONFORMING TO AWWA C--151,W PVC OWING TO AWWA C-900, &ASS 200. Vk C52V EST AND STERILIZE AS REOUMD BY THE TIGARD WATER DISTRICT ANu O PLUMBING CODE.hLATEMAc A i MI� Tr MD-3034.1INGlFTO K CAST IRON PM OTHER R USE AREAS TO BE t 3 d! a 4. WCRK DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW I.D (J1 ►�- _ �°i NEYYDO NOT SHOW EVERYYDIMENSIFfA ON TCALIOMPONENON ITNPIECE�SECCTION. T FITTING REQUIRED TO COMPLETE THE "�O,1fCT. All LOCATIF�15 FOR - SH BE CHECKE►3 AND CCOROINATED W`: ;'XISTING CONDITICROUND pN�f IN THE IIIEF PING WITHO• THE ITS OOFBEGINNING SEXpCAA,AOT. E SHA yCE VVEERIFIED AS TG CONDITION. [+!' AM OCAL ALI LOCATION ITIES YMI RER ISDIC11 8ESORF. EEGIN�1 CONSTRUCTION. CTIBY dI TRACTOR TO NOTIFY ENGINEER ff THERE ARE ANY DISCREPANCIES, Z M LUANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING )ODE NOTE NqT< SELTIONS ALLQUIRED7AND 4LEAF i701UT5 ARE SHOWN ON PLANS MH Tl'7l WATE BUILDING FIK SE AT 5' FROM BUILDING_ Si; MH PIU 20 07 RIM 24.`.•.67 It «40.0'7 W N. n 7. "'•MTRAC''OR SHALL VERIFY AN4 JNFIRM EXISTING CO`IDITIONS PPIOR TO IF:: x41.87 IN N. IF'. AD ii? IN t' U C MM.�TMC>trMG WORK. NOTIFY ENvINEER OF DISCREPANCIES. IE: 241.87 IN N.W. , IF '1.39,1+7 OtiT 31 'z mo 1E 241,97 IN IL / MAI 25I.t.9 4. EFFFXTIVE EROSION CCWTROL IS REQUIRED. EROSION CONTROL DEVICES IL 24' 77 OUT 5 / SAN Ml•i iE 47 19 IN N. MUST INSTALLED AND MAINTAINED MEETING CITY OF TIGARP ANO THE ;"SU MH 1 ,FLIM .".•;5 44 IL '47,Ji9 IN C.. �r . 23`1.24 IN IF 247.M? (Ail, ill"..' 0. Rf I IEMENTS• THE CITY MAN AT APRY TI C'.:,t CORRECTIVE RIM, 41..51 1. _,_ It, E t�1 �E, 11 �3 ACTION AMO STOPPAtX OF WORK TO A�CQ1•P4ISH EFFECTIVE EROSION CONTROL i IE 237.61 IPI N _i MH � cl.a4 ,:1f.t1" ,1 1E 2:16.4 TiOil) E.W. KIM 74`.;.44 -t..._... 9. EFP[CTl1W DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE SAN AIi1 NR E 2a`.;r7 IN N, ;' ', WY to CONTWITHIN THE WORK SITE AhD SHALL BF. SO ROUTED THAT IE i+?1, 1 1t 5$64 IE E. /_ 7� :.•f;: Air•1 PRIVATE PROP'•..RTY PUBLIC PROPERTY AND THE RECEIVING IE 234 .3, i^J N. / . EXISTING } I ti ARE NOT ADVERSELY IMPACTED. TPE CN MAY, AT ANY TIME. IE 234_:5'1 IN E. I=I •.. _.__..._ _.__. ..._.. ...... . _.....,..., ....... _ / «' 1S a 24 11 JJ VI . '� Ii IJ �.. 1 'I- '134.93 IN S. - / i, *� 0111100 CONRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH ;` �'. J .- 1 23-.2:, 1AI Jr. , 1 � � 1 1 _."_ __....... ._ _........_._ a 01 OU;N1 Ir " 1 (' 1a uTpLIT�B SHOWN TERMINATE V FROM BUILDING, SEE PLUMBING/kXCHANICAL -�---_-_ r - ..• .._..... F ' _ .�, �"'"W1� 0 d2H __._,._ ORAWI OS FOR CONTINUt.TION WITHIN BUILDING. CONFIRM SIZE, DEPTH Jh - - _ �OCwTI7N OF STORY SANITARY SEWER NAD WATER SERVICE CONNECTION 1 -. ..•. --. - « � ....«�E ill .»..�._. �`_.+�-'.._ ._...... .. hVj _.. 4Aa. c 1 AT SJ6.DIMG PRIOR f0 CONSTRUCTION. __.._. i+ ! ....,,» . . ., ...,._..._.yy .__ _ - _ _ _ _ , .... ___ _.... ae� ( -.. 0 . ,.,.. ..... _..._+';" __ ,,_.. ..". _.. ._..... l 15'x.59 O-C9 IPI UT W _ --S.W. - _ 11. ALL RAW DRAINS SHOIMM tcRpM THE BUILDING ARE TO BE CONVECTED TO THc W •• wy ...." _.. - s.�rlr...•': W. U S'TOAM DRAIN PIPES WITH A 19 MINIMUM SLOPE. �'4",• - .... ._. _._....,. _. .E ; ....: w, .. '_"'-•- ._..T,_ ...-_. . ..: .. . . .:_ .. �--�---- -V•..�,.�_�_,_ � , cv r �� . _.HAMPTON ST ` 1'l. TOPOORM"IC AND 9CIU ROARY SURVEY PROVIDED BY WEDDLE AND ASSOCIATES INC C Y.�JP "-"'T'E , 2 _... _. . _.. �. _.._ " r - ,,, �.E . ._._...tar....._...._ .,.,. � _..._.......:.. • . w _1 .._ ..._ _.-----......,, ,��`.._ 'JEJE SI•fET ^1 Q _._" IYlM + {' �j'• .1.• ,:' _ Ir .•n..w. 8 .....,.-.,_. C5•... »..._ ... .4 IM..,.. 1 �v 1� O 7. fY T f ...._._..»_.-....... .......-.+w...._. ....o--...-.- 131. PROVIDE 2" PVR, GRAM UNE FROM DOMESTIC WATER METER VAULT AND ,r ,• _. .. ... .., .:_.. ._. .. Q-� ...._,.,. -A.... Y� .._» __... ....... ._.... ...._. r . ... .... _ ......:. ... _ .. _..._ '---••r" __ �.._.11.....1..:'-- . :,., ._.._. ,, _-_.. �•.. 1: " . .. .... _ . . . _.. ..,�_. PACMOW jt,jVAULT '1'0 THE DOUBLE DETECTOR CHECK VAL1f1< FIRE) -�_. .. _,.. -_-. I ` - - RELOCATE EXISTING piIAtJLTPRIN SU11P PU11P AT 6ASE OF FIRE VAULT ANO INSTALL • _ y i`9 _. f: • _ 0 rIr r"^ YARD U13HT TO MIN. �: •26"SO •18"SU 2h ' r.. ----�..�.��.. ---- ._ 3' FROM BACK OFr. 1y, µ. ,.. ...I �P11C SLIM PUMP TO DAYLIJjMT 11RROl1GH CURB AT ADJACENT .. "_ _- -_ • ,. r� AlFIAET pA1t� 1LII�ACIG 1MM119i INCH 01.1MfT1Dt CONDUIT FROM BUILDING .1! • CURB 'A Y^� TO �[ VAULT F �� PUMP ELECTRICAL SLRVICE ��71*�•. ' = '' --- `--.w'.. 1E STM Fes'M�TEC1WN CONTRACTOR FOR FLOW SENSOR �yy/ 6�' "f 6 S t ; _- •• --- •• .. -- -__ ., • REwlfit�Q1 • ALEA Mb CONDUIT TS ISR s Z �'- 36"S -- -"------- 21 ---+ 'mac=• },„�y:' �-_..... .� r- -_ REDO o • •25"SQ ;,� •36"0 28"SO EXISTING ••• ,�,1s:+� ���._ ,'. 14. tttf0 DEPS AND LOCATIONS Of EXISTING • i 27'SO :i' • ® 12"F• 26FH "5Q• {� Project Alb OIBO ANY pfSpIEPMICIES ( SSW 28"SO• FH • uw'�y��•24"SQ •20"SO 28"S� r t �7l�M 1 VFW STIVETC�110 a J. 3Z"SQ p Rlfd� 51. 024"SQ {'. 0 / 5( RELOCATE EXISTING / /r YARD LIGHT TO MIN. i I • ADJUST OR RELOCATE-/ 4871 4" / 3' FROM BACK OF • i 42-SO 4 0.6 / CURB 1 "' EXISTING ELECTRICAL SRM • / X t I , • IE_248.6501 + I ' • tv , V.LILTS AS NEEDED 6 le / 1 RIM=4�2?Sif� (6") ` I • IE-240.00(6 ) 46 SO t to 1 M- 4 '', 4 STM •1.937E `- \ • I I F IE-240.50(4") x I I ,i IE_243.65(8') 6 �- -12"AS L� �2-t2"0 ; RI -241. ;) e - � � �� � a1 x ,i. CO " WA` ERLINE NOTES (PUBLIC) IE 29.233((6 25 0. � _ i.;`_ IE•249.70(4' « A" 20 o K • I 4 6" • 2% CLUSTER - 1 \IE-239.89 6 ) ONTRACTOR TO VERIFY ELEVATION \ • 1. ALL PUBLIC WA7RLINE CONST. SHALL MEET THE WiQUU"ENT8 OF TUALATIN VALLEY • 25 SQ* 25"5 ' s MIN. ---�- i' OF WATERLINE PRIOR TO CONSTRUCTION \1 i *. WATER DISTRICT THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE f:ULES • =;� ►40TIFY ENGINEER OF ANY DISCREPANCIES CHAPTER 33 " AWWA STANDARDS, 2410 I CONTRACTOR SHALL CLEAN - LP • I r, I 2 4 ) OUT EXISTING F ERF. PIPE Z ALL DRSTRIC T LGIES SHALL HAVE A MINIMUM OF INCH COVER FROM FINISH GRADE. f IE•243.6 4" AND ENSURE PRLPER ALt 3000 � �Qt 0(RECTI� GREATER THAN 11 1/4' SHALL BE SECURELY BLOCKED •1} N� i � 28 ar • y FUNCTIONING OF EXISTING I MTN I n FRENCH DRAIN ADJACENT 14" t TO BUILDING • 0 4 3 OPERATION OF VALVES OWNED • OPERATED BY TUALATIN VALLEY WATER DISTRICT �,,, µ 1 I t, 1 "ASH • •28"SEQ ;A? ,.:.t,:' i'i::ft CO r {'.„,• IE_249.7 4•) 16ULL BE OPERATED BY DISTRICT PERSONNEL ONLY. r r i l 9 2 F.F. ELEV. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR 0 .CITING LOCATION OF EXISTING =246.10± 1 , UNDERGROUND UTILITIES IN COMPLIANCE W/-,M 737.41 TO 757.57 I I • •� 1 '- -238.77 „ 20"o• •24"SQ•2a'SO , _APPROXIMATE F.F. EI -,V.=252.10± 14"0• .O ' A•.L MA NG SHALL K CLASS 52. DUCTILE IRON CEMENT-LINED AND SEAL ! • c+I r . OUTATED PIF£. i '; >- ® • �.: j' • 922 SO EXISTING 8� -14" • ti try C.I. WATERLINE + • a PRIOR TO OEM PLACED INTO SERV THE WATERLINES SHALL BE FLUSHED, PIM-241 ^ • F.F. ELEV._243.54 I 20~so •26"SQ 3-20"0 �ZED. AND FINAL FLUSHED IN ACCORDANCE WJSTANOARD METHODS OF THE IE•239.25�6'� � a r� • 'RIM•.-'�4F33- FEALTIM OINSICK DEPARTMENT OF HUMAN RESOUIt ES, STATE OF OREGON. I • Y • • c-� l IE-420.00(8 �p 16�p I • I 7. BACKFLOW DEME MUST BE ON CURRENT "APPROVED" UST PER OREGON STATE JW- 26' 30"S t4` IE=239. 0. ��` • 1 w I r----- -�-� HEALTMt avtSle>!M • ' eq • O ' Ac • -') ••• •24"SQ • � I __ � 24"So 1 4. CONTACT DISTRICT OFFICE A MIND" OF 46 HOURS PRIOR TO BEGINNING OF • I a b � � t •`•�6� 1 I � '- i i r ( .• Y*IN•2X 21"D� • O •24'S -i / '54, 0 i • S>EIIVICE WILL REMAIN OFF UNTIL SYSTEM OEVELOPMENY CHARGES IVO OTHER j j' ;i I<. ?ry ^v • 6"gQ Q - �� • 20"09J �1 iffy j 12"0• FEES ARE ►MIO. -. � ; � •<. O � 920"SQ p � � 1QMYT7RANTRlTXL WATER MAY t'aE OBTAINED WITH A DEPOSIT AND TEMPORARY OR L O I �� CONTRACTOR TO POTHv_E 28"SO• I 'etp# N , "- r, �. AND VERIFY DEPTH Of C ' ^� �"' t� �' EXISTING STORMLINE 8" • S • �" R I r PRIOR TO CONSTRUCTION I •30"SQ l 1 p t • •,� ORi00N • INTENT IS TO VERIFY S •0 ' �a ' 1 , "� �y M I I r r---------- d Y p 1 17igP CLEARANCE W/pROPOSEO 1 e ✓ TU FQR_STQRMQRAIN w (n �� ! '" STORMLINE. NOTIFY a- 014"0 ; •'1' 914 TES i1550(9�) i0 1- ENGINEER OF ANY 12"0 ` I ' I • ` INSTALL) DER IDE CULVALK ERT TCM -t DISCREPANCIES [ I O�----- - 1 1 i • 18 PROVIDE 6" SLOPE CHANNEL tpR� QaI\N oSO /f • •Q _ EXPIRES: 12/31/011 I r 00F-DRAIR ZIiXI T `. 18"0 -.--` r� STUB FOR G`' 1N ONNECT TO XI TNG • I ev o 'i6" FIRE WATER < , �: Eh\SS\NO NE�1 •27"SQ -^ t SYSTEM r APPROXIMATE IE-247.65t GROUP MACKENZIE 1999 k LEGEND ` I w ' N 6 • 2� O� •36"SQ THEODRAWINGS ARE THE PROPERTY OF ( l !!' TEE • 34"SOO a •33`5!1 S VERIFY SIZE AND LOCATION e1t5"0 C CLL RIGHTS RESERVED -12"P PRIOR TO CONSTRUCTION m r° f W/T8 8" �. - MIN. ,' � \ • " GROUP MACKENZIE AND ARE NOT TO BE 0 r• 1 N2 Ir 'I�9"rSf� USED OR REPRODUCED IN ANY MANNER, 6'x6' -_ _J � • A' I ii j WRITTEN PERMISSION PROPOSED STORM LINE 2Yt" DW -r IE-238.66 O2'Z WITHOUT PR'OR wR TT PRM I t 24"F T2 ' --- ----� Ii STUB FOR +� �r • \RIM 241.30 •a"+Q ---- 4" -' ik REVISIONS: PROPOSED PERF PIPE ¢ i (I I SANITARY SEWER • '+: ¢fO ►l IE-240.00(6") EXISTING D I `�- r0 RZI-24QS0(8") }' 14 e SEWER IE-236, 6 i, ` 18"SQ •12"0 SlAr r PROPOSED SANITARY SCWER II 12' STiN • 1X - 1 30" 1, • 18" LP�y • !fi O RF.\+9 INGION EDITION =AD 12 P •12"P i" � •1 a � j CLC'SING DATE PROPOSED FH 1 1 I y • S r38 •SO 1 1 1 J PROPOSED FIRE WATER • ASSEMBLY • II ...-.ter.. 14"0 5"0 { • a- ..`..-.....'-' -" PROPOSED DOMESTIC WATER ' r 8"0 i I • e �- .' IE-247. 1 " 7 (I I •,., 00( 0 w PROPOSED INT!<R(ZP'fOR DRAIN ` •�M EXISTING FH • " r 1 0 1 l • • 012"P" RIM_1�3.8 %RiLI�I-244.10 / -�-- -- - - -- ---- I .. PROPOSED FOOTING DRAIN , '+ ® „i" I 12 P• IE-241.35(6"Y IE 241.63(6" •2"'SO • • RIM-243. n + i i 1, fr ... • a IE•243.0 6') 024-SO + h • l;. t. •12"0 • •1 0 922'0 q PROPOSED CATCH BASIN {{� (I •Y,f ', �o� o F 14"U I ' •, 0 PROPOSED STORM CONTROL INLET 14"0 6" • 1X- • • •14"IO c _� r.. • il ---- • "' rr o g •14"0 • SHEET TITLE: ® •' �RIM•238.50 i �:; ;:: P . p ,� • 1 •15"0 SITE •; PROPOSED DOUBLE DETECTOR CHECK VALVE I •� IE-238.25(8") � a 1 "0 -x_238.1 - 1 / UTILITY T FH PROMISED FIRE HYDRANT CL K n L/ IE-235.908") 'o., • • � Ci'J I► .-- / B" 45' MS BEND II� o `o • I 1 <IM�242 2L\) - q _ / P ® PROPOSED WATER METER 11, IE-240.Ot?(6 IE-240.80(6')! • l tr (/ L N ;r/THRUST BLIM-24x.1 Co w \ II •20"SQ IE-235.72( �'r, Q .". e FAOPOSED RIP RAP PROTECTION 30's `� CONTRACTOR TO VERIFY ELEVATION ; y0 �«• • OF WATERLINE PRIOR TO CONSTRUCTION II O• • ° �� • NOTIFY ENGINEER OF ANY DISCREPANCIES L 12,0 •30'50 28"S � 30"SQ 22"0 -B" STM • 0.519 ® • I ' Ir 45' ?JJ BE SLQ - --- W/THRUST BLOCK -- �� a0"S 24" i ; IMN-234.71 N) ;y Cfl_2__� ® 02-12"0 _ 2rj' Iff RIM-.42.75 • ,;-2" PVC E OUT•234 12 SE�" a' •Z. .Q4 p 1 IE•24Q25(6-) �� 1 ;. #7 ►DCV ASSEMBLY -1 10" STM • 0.51< N-�. 1 / ) AAA Q� V�WW! t �� 4, \ C ✓ QSITF�LL__ IE•240.4 12 �t, •3s"c12' STM •fl,; • IE-238.00(6 ) IF� -� . IE-236 12' x IE-238,00(6 ) o - ,., ' %. • o -� CITY OF TI RD --� •. �- Mlt� IE�2 6 25(6") IE�23a 2.' 6") `t i T ', • / /' REMOVE EXIST. \ tr s/ ....................... ............ .... DATE: 06/07/00 b [ RIM-237,50 QUIFF CATCH BASIN CondMlonally Approved...................I............. [ [: '-POND OUTLCT STRUCTURE IE-236.00(12") 12" STM • 1>< • Far only the a kI: IE-236.00(6') .. `-" '` W4*L** + ;' • SEE MTAIL 1S/C7.0 CO ! DRAWN BY: GLK (ANNE.I•TO EXIST IE 01 CONNECT TO EXIST. SANITARY y TEJIt x6" � IE•238.1 12 ! PERMIT N07TL OI �' . Y. TA WITFRE W AFTER WM AND DCV FOR E 2 �et1 ;n PIM .. _..._..�...... �..���... ..-��.�..� 6' • 2S MIN. ' •►5"e.14.o See Letter to;Folachlow....................... TESTNrG AND AL !Y Ir.AT1oN SEE (( OMIT .To� Attach CHECKED BY: (C A" TO VERIFY • �i IE OUT23e.10(6") i F 7' •• .. +�.. Ik1dF6fa / g „+ TVWID LMID9CAPE PLAN LOCIITIp� AND ELEVATION IE M•234. 1 + 01, 111- �_, j J R 2 / •• SHEET PRIOR TO CONSTRUCTION IE OUT 14 1 • W �,'.'.i;.I IE-242.3101 REMOVE EXISt. �I ' ' IE M-234. 6'$)-_ >i CATCH BASIN RIM-243.50 gy 6; �l-cj-Ov r 2" TIC WATERMETER 1 IE IN-234.6 1 -FSE r RIM•243.7 IE-242.35(67 q .;' • O n at b 120 AMD 2 DCV ASSEMBLY 1 �- E OUT. 511 'IN- IE-242.W6') 6' - 234. 12 SAN MH ) '"•-s!%tt MH 1E IN•23390�tZ" SE USA DETAL 100-ST 1 Z OUT• e�6(( E ) `�tM 241,4,. wfw ! t ggIBBIggRIM ?41.a<• 233. 15 S XIST. T C7.0 1:: iA: ;34.t a 8" N. 4 3.14 1► 732.7(r It IN 236.18 6" 1, If 'y 2:36.54 °t" - ( IN FEET ) IE 2.2 80 IN E. IE IN 23r.?Et 0" i.1:. It IN 237.04 B" F C4 * 0 I. Inch - :10 tL IE IN 2S•± 30 3` '1ti w IE 011!7 256,tJ4 (F` W 1 A OF 8 JOB N0. 99029577 ARA I of 3 _ c rr 10/24/00 2 r A 7 F • 10 r' 12 14 �f 16 A. 11��1� �� II ' �11I1111111.1Ililil � .0 IIIJ�lllllll 1111111 l� ' ' ilhlllllll l l 111111 I ! + �• I I 'I I 11111111 Ilillllllllllll IIIIII111111111 IIIIIIIIIIIIIII 11,111111111111 IIIIIIIIIIIIIII illllllllllllll IIIIII1111 I ww. 1 I111111mdMMliNlpi�IMIIIIIIFIM1111111udIMMNMllflllludMInd111�1aMN0lliuMlMi (FMIl1I I u�Ilt uubluldM�uuhBl t �t _. ,,,,. ...�,-.:.,..... .,,,..:......-+wiw ,y.. wa,:,,..".wuv..y..6...r,.w«1►w:.nw,acw...,.. .x«•«. .. Till + 'r-- t r i +p J • ,A;,7i IJ Rte.M•'. �« ) -. _-.-_ - 11I> +' .� '•y 1> 1 r 6' YIN- DDEETAILI9/C7 OE 7r dR r s 'Y'1t 6" CAST IN PLACE 12X a CURB BEYOND >�+ 2>r • M�, x 1:12 � • � 1:1 .- �. " ?,, FIN. GRADE -TAPER CURB '? SLOPED CONCRETE RAMP PAVING DISABLED SIGNAGE REQUIREMENT SEE PER SLOPE TOP OF CURB '� `^D`""" � ` CONCRETEATO DETAIL 9C7.0 1 N.I.S. nAlln-sec BE FLUSH RADIUS EDGE C7A OETINSET.1al1 .n TOF OF SIDEWALK To 4. 4' WIfiTE~ STRIPES AT 2-0 OC TYP. BE FLUSH WITH PAVING N �i ��.�.._.�._ VARIES - SEE' SITE PLAN 2 TAPER CURB AT SIDEWALK RAMP 1' RADIUS- s" 6" JOINT T aux CRO sLc�PE _ - �/ 30• TYP. ONCRETE WALK � 3n :'I' ,a:^„; �nr< 1t?g•a,,y :,•,; - A WN PAN TOOLED F,DGE r t' ` OR END OF CURB �� �• + ` -BROOM FINISH T A' J"' _o + 5 (OR AS NOTED ON PLANS) 1-Ti LL DISABLED STRIPING N ♦` AND SIGNAGE TO COMPLY .+ 27i CROSS -TOOLED EDGE EACH SLOE aC w, 4" 8" EXTRUDED CONCRETE CURS \ B• � 1" MIN. � " ° 6" SET IN EPDXY CEMENT �'' it SLOPE '-DISABLED SYMBOL, WITH ORDINANCE -- - PAINTED ORS 447,233. 4D P. FINISH GRADE- r- �`+/ 2" SAND OR 3 4 -0" CR. .4GG. Tru " \ / OREGON AW SEE ` 2. DISABLED SIGN TO BE ^' >, 18 �WHEEL BLOCKS. r„ # %\\��� ASPHALT PAVING '1 SEE DETAIL --- - �. '' - DETAILS?/C7.0 MOUNTED TO SIDE FOR �- ---�' MTN ? w -CAST IN PLACE CURB dr SIDEWALK. ALT �'� 9 VAN ACCESS LOCATIONS ASPHALT S' v; .�x . D Y BE CENTERED STRIPE NOTE: 4 COMPACTED FILL 4" WHITE PANT FOR STANDARD DISABLED REBAR, 18" LONG • W i CTOR T INSURE THAT A SPACES. 4 11, 6 • CONCRETE TO HAVE STRENG 1H OF 3,000 PSI IN 28 DAYS, 2 TO 1 SLUMP. 4" C CRETE WITH C^.N'fROL JOINTS ��O �K e 21 PER WHEEL. BLOCK. �/ • SEE SIDE WALK LAYOUT (SITE PANFOR JOINT PATTERN. MINIMUM OF 30 CLEARANCE 8E AT O.C. AND EXPANSION JOINTS • CONTRACTOR HAS OPTION TO POUR SIDEWALK AND CURB SEPERATE. MAINTAINED AT OBSTACLES. AT 20' O.C. OR AS SHOWN ON PLANS. SEE PLANS SEE PLANS D CONCRETE CURB 2 PRECAST CURB STOP 3 MONOLITHIC CURB AND SIDEWALK s CONCRETE SIDEWALK � HANDICAP' PARKING STALL STRIP LNG o N.T.S acT,NSEi i'M C7.0 N.T.S. DETINSERT!1:1 �7.0N.T.S. cae-wax /'► N.T.S. stpEwALK DETINSET-1711 C7.0 oETIN!rET-1:1 ?.O N.T.S. NSTkL7 n DISABLED SIGNAGE PER STATE RE{?UIR�MENT TOP OF CURB TO SEE DETAIL 9/C7.0 MATCH BACK OF 6' TYP. 5' MIN. SIDEWAL'( ELEVATION PARKING WITN 090" ALUMINUM SIGN PLATE PERMIT ONLY WHITE BArKGRrJUND 1" HIGH VIOLATORS I pr y BLUE LETTERS AND BORDER, suaEcr TO Ra .,+ t J Y, - r. .. TOWING UNDER l^ • � t ORS 81 620 10 +W K �' [1 1 �Y >'�'� � �1 1p K BAKED ENAMEL ANt 0 UNDER E UP rO .) ZN RAW N� URS 811 615 y HANDICAP SYMBOL WHITE u{.... ' WITH BLUE BACKGROUNC -- Q M PRO DE TACTILE 3w 1- Q t, TAPERED CURB WARNING PER A.D.A. SEE DETAIL 10,/C7.0 VAN ACCESSIBLE SIGN _ CONCRETE TO BE (WHERE SHOWN ON PLANS) ►- 6" 7" FLUSH WITH AC - z w C N DISABI FQ SYMBOL, TAT STRIPES TYP. RAMP TEXTURE "• TEXTURED WAPNING �- -' OREGOPAINTN PER 2" DIA. SCH. 40 GALVANIZED SURFACE 7 � Proj et F OREGON LAX SEE 1• � �' �'`-�--�� (SEE NOTE 1) � n a DETAIL 7/C7.0 30' TYP. PIPE PAINTED GLI_"DOEN I �.. 1 - t° v HAMPTON STT A= W SOYY47/053 `� 1 J SLY O �'+E �.� NO r � -/ �", �o J O JF�'f MOOTH TROWEL 'b ' 1�AL DISABLED STRIPING �_ _6`_ t Q ♦� �t NISH v v -3 WIDE PANT O V V AND SIGNAGE TO COMPLY 5 g STRIPE TYPICAL. WITH RAMP TO BE FLUSH " « a • ORS 447.233NCE CONCRETE MOUNTING FOOTING WITH PAVEMENT -��`� . N M 6' S' 6' • NOMINAL « 2. DISABLED SIGN TO BE NOTES: 0 INAL �_._ _ __ �___.____�_.____-__ DIMENSIONS SLOPE-1:12 SLOPE 1:12 -CURB FACE DIMENSIONS of MOUNTED TO SIDE FOR PROVIDED COMPLIES _ 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED NOTES: •- PAINT STRIPE VAN ACCESS LOCATIONS WITH ADA, STATE AND ;.� AND REMOVED FROM WET' CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND MAY BE CENTERED LOCAL HANDICAP CODES THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. 9'-0" (TYPICAL) "I� SEE PLANS , SPACES.STANDARD DISABLED 10" DIA. CURB. GROOVES SHALL BE )6" DEEP AND J(' WIDE. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE )6" DEEP AND J4" WIDE. HAND`iCAP PARKING SYMBOLre��HANDICAP PARKING STRIPING s HANDICAP PARKING SIGN _ oto SOUARE WINGED HANDICAP CURB RAMP v HANDICAP CURB RAMP A . N.T.S. DETINSET.I1T:A1 C7.0 N•T•� DETINSIET=1�:i` C7.0 N.T.S. oEnNsei:,;" C7.0 N.T.S. N.T.S. cuREMtAMP NSECSID C7A DETINSET-I:I v OETINSET-,:1 4" CONCRETE LANDING -0" 1 1" TREADS I. � � I E PLAN FOK NOME ER OF 5 EPS TYPE 1 AREA % 11--ANTI SKID NOSING d 1 1/4" PIPE RAIL TO DETENTION 239.50 / PLAN f I / /MEET ADA REQUIREMENTS -4" ABS (BOLTED TO EACH RETURN t` PAVING SECTION, CRUSHED L - - - - - SCREW IN WALL WHERE APPLICABLE) T-- " 28"x2" CAST IRON-• (16) )fit"M HOLES EVENLY BAf1 GRATE WATER QUALITY 238.25 T 2 l' ROCK BASE OR LANDSCAPING OU . ,' OR WELDED GRATE SPACED AT BASE COURSE CLE _ /3 NOSE MARS - L2'-4_ - (TYP CONCRETE FRAME CASING HINGED TRAP- (� MIN. ABOVE INVERT ELEV. OF OUTLET PIPE.) 2'_5" 21/2" SQUARE POND ELEV•=237.00 4" ABS CLEANOUT FRAME ANO COVER - ' � CAULK PIPE: INTO HUB /--PAYING , Z - P BTM.= 36.50 1 v 4tr 6, I �/ (�^�/ •%.,/����/ t'`I: 1 8\G'4�4U'b t t41!�r7,4•IO�.a ;0 t�, O O O v. 1' �16'.E".t O +riKcuE,4 ,� ° , BACK N O�QOt7 BASIN: WELDED 10 GA. x� _ MILD TEEL, COATED ALL p _ �� _ a e o WALK g rq �o SURFACES WITH ASPHALTIC PERMANENT 3 1" IqOSINI a S �% W • z �._.. - PAINT. POOL e w ( i'R6.MA 45' ELBOW to i ao IE=236 00 T cV = 1i1 l a� a 10 GA. STEEL ALL WELDED w `"z EXPIRES- I2 31 71 > wy� CONSTRUCTION. ASPHALT GRATE: WELDED STEEL DETENTION �, z Z a DEIN BAR GRATE ' n'� 4FIFICE v IA o �rlr EMULSION COATED INSIDE o APPROVED SEWER UNE > � a D1.4e4.23" O CROUP MACKENZIE 1999 } AND OUT. (24 SQUARE OR IE 236,25 C ALL RIGHTS N RESERVED 45' WYE iv END BAASTM RS: }�"x?" � � _ ' ROUND.) c CROSS 9ARS: }� 'x2" D INVERT iV TY OF O 2 0.C. CROUP MATHESE CKENZIE ANONGS ARE N RE NOT TO 0 BE _E OF PIPE BIKE STRAP: USED OR REPRODUCED IN ANY MANNER, 1 ++ ELEVATION _._ )6'x1" _ . 2'(TYP) WITHOUT PRIOR WRITTEN PERMISSION SLOPE AND I.E. VARIES NOTE: WATER QUALITY SEE PLANS 1 MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. SLOPE AND SIZEORIFICE VARIES SEE PLAN I+ 2'-0" 3'(TYP) -� DIA-0.64'_ ------COMPACTED FILL REVISIONS: 2) LYNCH TYPE CATCH BASIN OR EQUAL IE=236 50 r r12 N.T.& VOIIT CATCH BASIN _ t� FIELD INLET t� POND OUTLET DETAIL REVISION EDITION �+ CONCRETE STAIR DETAIL CLOSING DATE • C7.0 N.T.S. E-BASIN C7A DETINSET-taF, DETINSET.ta„ C70 N.T.S. , N. .S. ocrlN i=°ii Ci/ LYNCH STYLE DETINSEr-,:1 $ N.T.S. v-rNEEr �+i�.O N.T.S. .1111 DETINSET-r1 OUTFLOW DEVICE ;. •� A A 1 s 1 . ► DIMENSION VARIES WITH NUMBER REQUIRED INLET OUTLET 2�j" QALY. STD. PIPE 1 PAINTED SIIIEET TITLE: A' S-7E '"•.^; w " D►-TAILS •�� I 9� 9 AND WMNO STEP t:: REMOVABLE WATERTIGHT CAP TYPICAL A' ow, N p `SECTIONS PLASTIC OR DUCTILE IRON 1 / z y DE'fENTIUN=23Q.50 _ 00 v WATER QUALITY-238.25 � � � •H INLET FLOC, ,D2' Fl`QV'= OUTLE T t - oc it z DATE: 1 PERMANENT POOL=237.00 d z� ro Z� �i ,� ° N •?' � � o DRAM BY: GLK to N< p °.° -SECURE TO MH WAIL WITH STANLESS 6" DIA. CONC. FILL-- A N xF_ N ; W R STELL BANDS (MIN. 2" WIDE) AND )I- FINISH TO BE THE CHECKED BY- BOLTS WEn -- '' - BOLTS SAME AS ADJACENT W } DTE: SLAB SHEET MN DIA. TO BE OETERM NED BY SIZE ( _CUTLET PIPE; MANUFACTURERS DIMENSIONS VARY. CONTRACTOR TO VERIFY THAT . p�� - 60 DIA MH BIKE RACK TO BE INSTALLED WILL FIT INTO THE SPACE PROVIDED. CROSS (['�� Y f/ rVlrD SEv� i MAXIMUM SUMPDEPTHTO BE S' RIBBON BIKE RACK C7.0 N.T.S rDND-x - -- - i DETINSE -1 5" :• �� C7A N.T.S. 9IMERACV Y 27 • OF TIN4(i.l I C7oO . IMOTS SINGLE FAMILT ML51DENTIAL- 3.5 CF/AC b .14 , s *•:; I:•'• �,.,�. '• • ,•,�.i+ •. 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'4 ;, ..p. 5..4., ( ,< 'y� !51 A ,.1�Ik''�! •.Z� .4, ,.,1 '..Y.Lf p VOt�J11E OF THRUST BLOCK � \ ,w.', �,` �` t�+.- h •:.� `'.r� E: '� • �� s ;�', p �';"•. ;lei, a � •�r ,� T> o� t t a ,. a' !� r . BEARING AREA OF THRUST T. 1 1.., J. , , ,: ;:'. " } :'t .,.,� :, r. t 5 �I,�.yC'J �N �. LFT. M GU YDS (Vpt CAL•) .,. .•, ,1 .,x- .F. ,f ,t +�., �, .w r� i'a •vi,� ,4,x:'� / . " ..,...:r-,,,'4,.{•' ! .. : .. ` �+..J.• ,: 1.1t':GS,:-: . .' �<E'. .'. '., r: •,,,� i .r.�l ,) r,! r i a y +. st . •J, r ^. ,:.. ..4,�`. , . '1"aPa„ 9 �•'�: b,.Y„r.:•lr., �.cc.� . ...,, �,..' ..r Irr, ::4a �.. ��' v . ..,1 •. .{. •t ':�... «. r r:. "' .J... 3,� +.. :,4,.T;� Vic:,.<. ..,,..: ,.7.. a .,� , c ri.a,;:, .t.,y'. ,n. >r-!. I�,: 80�K aZR1/2- 11 1/4- FSTITc3IN1t G END ANGLE • 1,,.rQ...Y.••:4k1r,.s.{1.Tr.�.,.,r•t M%,r,:e f.�{,>j'j4M.' ,•Y.7 �.._'.t„,r.�S.n.,?$g<y„:'JrA.:JSi r.xS,J.,t,7•u:.'�,.rv.$,,','t5N.:3. ..�.r.r-'i,:1�!Fy r':ttt, ::5,.`.,'<i.:?.N.:j,1'..i31.1.v'., r iu. /-«,:;..rIMpAVSIZ" BEND SIM KIND y.�;�r I',':•`.:'@!� r- ehh'4" �j sa 11. f: .r .:4i v + t •t� .L.• :•a or•. •'a "T ! ':Z.. Jr- Y. j 1y, N9_ .'r.',i J 6. f.fr. 6• PLUG MJ , d ��. �:. k. ;Tt < ,.i„ 1 ,4� ':T.•-M'i l I .Y .� 1{L'' r!•J, ..,•Ix. ., ,•'"�'`: '�.r.r f(. ', '� '.:,,f r M'rY'r" .. '...,,. J.J,,. V•� .6.' .ik r I6.. t l 4'. 3 1.8 4 1.1 0.4 0.2 • - p f.. 1� •.rr. �,•, s, a�,.: �� r: +" 80 BEND MJ � ,•,,t 0 2.8 4.0 22 1.0 8 2.7 1.0 0.4 STANDARD VALE BOX T �e. ki , .I` ri T SEE All NA 3 UE , t; r , Z 1 .1f t 1 •P: r �1 •t 1 a 1. .s d 2.v 0 G.8 Y µl 1 1A •r 12 11.3 16.0 tl.7 4.4 9:.2 12 •.3 3.2 1.3 �% / ��/ .a r //\// -•/�/ !%"",l ' Cf1NCRETE PAD • \ ' 10 ,tat14.815.6 - r J 2eY.4 rS.4 T.8 3'.9 18 2.3 _../ / `° . . ° 1 \ � _ RETAINER GLANDS 20 31.1 48.4 28.0 12.3 6.2 (2) REQUIRED � jj\/�\��/\ /\\/\ 1�° � �� " ,• „ 1 / r •x • r 24 r 48 2 04.0 34 8 17.7 049 --- -fi'-o"--- - -1 a" _>< a' TEE MJ x FLG / a V*M ftm am BOD m VATQ MIN. STANDARD COLLAR ROTATED DOWN 43' / 2 /\/' 191EUW me an P'Sf' sm �fI11RIlt, THRUST BLOCK �`?� ^\ pilgl• /\\LENGTH VARIES Y �' 0 f Gyy Y, (SEE DETAIL NO. 200) ,+ (49 LENGTH-- is' MIN. I 1, 7 VARIES \ t0 (} pv! 1= 24" MAX. FOR VALVE AND CONNECTION / • ` REFER TO DETAIL NO. 101 ' \\� r'. \ THRUST BLOCK -=_-.................. oak •• a 1 -3"MIN. \/f\//\//\//\ a, \/\ BR INAK FLANGE \/�\/\\/\\/ BD TEE VERTICAL BEND 13" MAX.MAx. FITTING ROD \//\/ ://�j //\// ►'� SIZE SIZEMEGALUG RETAINER 6. 90• BEND MJ ..., �/� ��//\// //�// //t�/ �•��/ •/ �� •/ ,/ , .oho • 6 45, KNO FLG DS•u ; 4'-12 /6 r 30 \ \/moi j\//\�j�\\/ \ \i�\ \i d" GATS ANVVAL(VE J x FLG 0 14"-168 36" \\ \\/\\• \. �. \.' \. \ \. �. . \ \ \ \�\Y/\ \ \// CONC. PIER BLOCK 0 r /-DRAIN R"?CK POCKET Y Q ! NOTES. ' `-OUCTIL.E IRON PIPE ' 1) TIYRUST BLACKING AT ALL TEES, BENDS AND - T -7 !; a DIOS OF PIPING. / 2) CONCRETE BLOCKING TO BE POURED AGAINST \ 1 • iM!OIl1tIRBED EARTH �\ ,r ;;._. 3) ALL ODNK2RElE TO BE CLASS 3000 >/ ILL STRADDLE RADDLE BLOCKC 4) w3TAlL 12 IAL TOTAL THICKNESS POlr1:THENE SHEET �j/ Q SEE DETAIL No, 200 INFILTAmuwo RATION OF OPTT KTMI:ECUK M SHEET ENDS TAND PIPE T •. nrnw, PRIOR TO POURING D*bJST BLOCKING \ \ S) PROTPCT MECHANICAL JOINT FOLLOWERS AND BOLTS \ FROM CONCRETE WITH TEMPOARY FORMS AND " MEGALUG RETAINER POLYETIENE SHEETING SEE WOTE Na 3 GLAND (EBAA. IRON) CONCRETE PIER BLOCK THRUST BLOCKING DETAIL. No. DETAIL No. DETAIL No. 4 FIRE HYDRANT 6 BLOWOFF DETAILS 20 TnalatinValle Nater District ON DEAD END LINE int TwlatishheywaterDiswet DETAIL � -`t Project HAMPTON 8'1tFEET OFflCE BUL DW 3,z a t` 7. fY r- l I I i iA. © --RJUP MACKENZIE 1999 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE ANO ARE NOT TO 8E USED OR REPRODUCED IN ANY MANNER, ' •, WITHOUT PRIOR WRITTEN PERMISSION Y` REVISIONS: REVISION EDITION CLOSING DATE q� r. t n� 4 rr.r•k q�P r n �_ _�.�� v SHEET TITLE: TUALATIN N" i'• VALLEY WATER DISTRICT ill DETAILS J ' IY i,• R J•�Y K ! DATE: DRAWN BY: 8 CHECKED BY- .: SHEET ^ r 9 g' C7 * I- No. 990295 �l:; � • .. /L�NMMM e No p I _12.-Em pmiL d r b . �+t�P� 4j 10 12 1414 I�IIIIIIIIII !il'Iliillllill Iliiliillllllil II lillllifl�l(Ifllllll�lf�lill IIIIII��IIIIIII 111111 (I I l :' �~ �,?�� . 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