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13009 SW 68TH PARKWAY-1r • I Il is I +?i",„.,:4,,, .Y. .� `'r s t `• ' f , , is r, •T � " ovisit_sop: . , uremoormaa Yrs! Y:"_aZE- I �- • • • rY NI" IL. rVt -- FL. ANIS F • .� . H4ZDN% EESrIEAED IV I IL e, } 4- rur) a vrv► • dek ic E •' ,� Ngo LE• 10 q: °` �cicia ZH . 1461.... uNIT EXTENDED STAY i < z ni r. 2 - i 0. 00.1 0,11. (7 c) ve 2 t (7 e) Z GC • HOTEL , , ipz::_c.. ;11 'N. d vi J P cruclu ji, 11.14:(;;) < z •;114'.' TIGARD, OREGON � O W4CF•" ! cva I'- LL. ? Q• . 0 M Z 4 le 7 5 z ... . . . ..... miiii . „WIIIEIIIMIMIIIMIII ( VACATED ) P ----- � maI�f .4 `.°Mil • _P • ' sl" - ' 1 40,-- . \ ..• e -, • _ , • 1 , N N .6v +ma..., j r•, IDNRE°4 4i:1r('/* s, 5,76E • ••••••• ••••••.. • ••••11110 IMMO • •Hell ~IND • hillilitiNi61‘ 11 : '::-:, ,'',: ',,,-, . , i 1 .. - ' - . • :1 ' .. TM IMININI• • IMIENNO IMIIII. • . 1 . I / i kle • BULL='A' ---- N:!.L. . OIMMO ?^ FJ.[. 177.0' .a • •I ....- _.! Lc- r .. a, ME \�. q OREG ' I uii` % 0- ... • \ c,'W DAR�AAOUTH �T ti 1 �' OVVNIF ; • . PORTLAND v7\ ._____ 7(J)), ,,. • • HOMESTEAD VILLAGE TED • • EXPIRES 12/31/98 125 LIQ AVENUE, SUITE 300 • t' ,/ '4' - ' . 1---- SANTA Imo, 37 \ - V �► M �, # , . (505) 982-9292 \ ti,2 ....rT,,, ,� PROECT C�WNER`s CONSTRUCTION MANAGER \ - - `� I X70,G TOM DACK r*z+ -,..„ ri CONSTRUCTION MANAGER �`. *'•. I X HOMESTEAD VILLAGE INCORPORATE •D TIGARD• } • •r. f \ \ LAKE OSVIiO 22290 FOOTHILL BLVD. / ; BIALCI G�r I�A1E"WARD, CA F.T.L. • \ s Ili° ''''''.--------.._ w 0 . . (510 5�3-2007 Q.,,,,c (/ • ,t:, ,'` WAY . ..\ • , _ , , ARCM•itTECT , CLC TES, . o 2 , . ti ., "---re \ . 8480 E ORCHARD RD, SUITE 2000 •••,•• . 4/1 i VICINITY N2 �" ., Fr I ENGLEWOOD, CO 801fi1 -',..(2.," (303) 7i'0-500 'j� 1 S CIVIL ENC NEER APE ARCC.T • ft.' M1 ITC HELL NELSON GROUP; NC. \ .� _ E 5 ig I • .� LEGAL PT1ON . 233 S NANO PARKWAY ` i/' - I LOCATED IN : - SOUTHEAST ONE-QUARTER OF SECTION 1 0 2 �. TOWNSHIP 2 SC �" 1, RANGE 1 WEST, )MLLAMETTE MERIDIAN < cZa POI�TL.AND, OR 97204 `:' CITY OF T1CARc, WASHINGTON C T EGON F (503) 225-0822 • C) OTECO�• CAL IFNC�NEER ...� CPEO ENGINEERSo •,✓ 7504 SW SPORT RDc"),''''."./.......:.....4,1./........./670/\ .__ .. ,r , OR 97224 (503) 624-9274 • �� CPT 11 .( -. I NEWLY ADDED IMPERVIOUS AREA 2.35 ACRES ' ` b s•rRUCTURAL eENc: � -�G j I� `y�-"1 .� /;/ L NEWS AND AN, NC. 1. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS CITY OF TIGARD BENCHMARK '•; • w $1' . ,.• r • • IE 232.2 6" Sl" ., , • s / --_W _ . ._____-� TOP EI. 234.8 . 1 . , f8 k 228.9 8" N7 ', \ 1 „.,„ 1 ` ii: 229,4 4" a I ( L--7•--_. ' a , . ._ _____ 1 - ._.___ ____.\ 1 . W in $1 �,r 1 1 • TOP Ei_ 241.6 � Qo tNil � � ��- .../ I:31' :61 IRVING , , 1 _ �-"Y'`�' �- ), ' EUJER ( IF 32.7 W 3 n c) TER I LT) . 4C § cr: r- %! �1' 6 ,,,._ ,..... , ,-----,77,2,7;,... ER I w ..._,...„,, V) ill \ \ c ',. \ t i r \ : �, . -"-- �.. .._ _ t 4-7,265) wry --_ - c: �c / \ ; \ ', ..- ... � 11, ��--,�- `�E,JJ" .. ,...+ 7.--------7"-----______ •- _.._ -� _ � `� � __ __l.NATER -��' � ;r'•1-_ im:07:18,,w �- _ __._. O t��i tl► 3 Wwwys le- �, Tl7P EL 2 4 '� �. 1 It\ \� \ IE 229.7 1 56. \ Z v 0 \ L\CC( .7.\ \ \ , •,, , f' � .•„" \\` sr,� 0 0 r' • \I � 0.\ \\V `\\ Ti. -. -/ /0 .,. \ N.., 0 0 A \) 0 r',� ,) may^ ' \+ ,G), , 1._- i . : , „ c____...,... \ \ (.0 NN......___ 0 hikkiSig 5i . , . . \ 6--.,. \ •+ r \nJ f •.•. `\\ I Irl [ •�• �� \`•�`, ( '�. \ss 00 'N'6 \, .... I,` \ t it r� . .. - _._-. t } (C: . ... 1 1,, .7,1 r ,,, ,, • _._ __.._ 0 , , ,,,,, 0 0 \ \ \\.,,,.„,,,,.: .\\ ...\ • .::__ _ ,, 04 iv \ \ \ \ \ \ (P. LEGEND \ \ \ i� t \ WETLAND BOUNDARY t �'' " STREET/Y• ARD LIGHT r' c4,, , \ \.� . i .11 1. \ `,., TREE �` NOTES 0 TOTAL PROPERTY = 4.63 ACRES. 4 I ` ";r \ ' \ \,\ t r_.-_ STREET SIGN +� `,`� } `` \ TREE SIZE AND SPECIES ARE H ONSHEET-T1. \ \ `� \ _ \ r... SOWN ,.- r . © STORM DRAIN MANHOLE • .. ., ` \\\\\ ! - I - -,r .�' �.� i } 0 \\, \ / , r� " t -••••___ 0 I . -�;. '� ,, �� ��.. `,;, . . ,\:,\.. ,\\, \,` 25' WETLAND BUFFER � � \ \ \ .,, C./ / \ . • ..),. . oss. • 0SANITARY SEWER MANHOLE \ 0 . . 6 ,,------ \ �, ! v) .,:_ \\,.: ., \t: ti),_ • • "Y TR S R TELEPHONE RISER '"' [^) \ • T ,\ 0 -________4" STORM DRAIN LINE (47 r \ \ , \ ', • ( M bV 7 MONITORING WELL 1 \\ �r ` 0 q OS__,, `" �iJ . . 4. .\ \ {`') r Q STORM/SAMTARY CLEANOUT r t•'', +. t`_;3 0 �� ` o� ` ,' :::\ `'t • , ' \ \ ‘. � ;.\i �, IRR RRIGATION /A,LVE ;� `� ') i' ,,��,\ �\ , �\ \\ 1. TOP EL 23fi.6i9 �� "' 'f \ ( IE 233.6 12� E .�. OM WATER METER `�' '\ I �^ \\ \ \\ 1 • , r `v W V• c�� ; /' i 1►' `\ \\ \ \ \ \ �\ t `�3 `'' �,�` OFFSET C \r ` \ \ 1 1 `J= H WATER VALVE ( . '�\ 'r ,� ti �„• y TOP EL 22.3 --� �►' `�'� '\ \''��''• \'. • CATCH BASIN ''+\ IL 229.8 :" S \•.�.� \\` ''`,, (� ‘��`���` \,s. __. - .\ %. _.,........ ifI < ! * IPM. 1.. FIRE HYDRANT �` *, �* . ` �\ �...._ \.� u \ , \ \- W SEWER SANITARY SEWER LINE �� -,"•-.)'s .t) 1. J_-� '� �; "' • 1 `\ \\ \ �;�.� )� \ _. Se ( r-0 o ..‘ \ \\\ ' FOUND •S NOTED \• I `1p- 0\ \ Q \\.. \\\\\\ (\ o , \ \ \ „:%z,,,, \ \\, ',„ ,---•\ • 6, (, Q,1 WATER WATERLINE (8") ` ,.,,.�,,,, }''' '\- ; •� Ual • 1:,,...„,"'" •, -I , \\ \t. \:.;, \, ` \ ��- \, co I., - , • �,GAS LAVE - = ,` \` ` ` _/ \ j' i \o,..____ __-:, PROPERTY LIE \ �- t \ � • 1 \ II \ N.\.....- \ \ --_ 0 , . '. \\\ \\. ,.. ' \ , • I /(S ( .., Iii 7 \ \\\.:\.,\‘‘ i TEOP2, 3•EIrS._:::. 4.7 } , `.\. .., •• , • " E :, ,. cc •, •. .. A ..:,',,, \ \\ .' ,‘")1,3 \.....\ ''.' :::---":.-----) \ ) . • f A , „.. • . .. . ,,.: , ,,,,, • I \ I .. k 2 A, 1 \% \, •. . ,‘ . \'\k)) (...,..,_.,...11:\ i'\\ 0\- ... li: \•0-\ ''''''' . 0 , ..".- \ /7V:' // ( „ ID \ \''\"\ '- - `P‘,. = 50. / -- . \ '4\ ii, _L• • \ \ • • • • , , 9.) 15 0 "VA X \� ) OFFSET/CB \ \ \ :•••••:::::4--(:)11/ , } CH r.: :, „ _. ___ . ` '24:2.4:4' V I?E DATE BY '� \ } �' TCS' `EL 'Z30.6 ''...:\L. • •j I , I a 50'. o _ _. ,fin, ------ /� \ '•, /-. » 1 ,I , ! ( `� �: '� Lam`: *; \\ \\\ 11 IE .2 7.6 12" S i _. �I .,� 44711" yf _L-_ 11:\'''' \*\2 ) IE 22'J.9 10 E '�R' ` : �, % , •\-\\• x, v / / ,) I \ \ . o '\ �\ ).. IE 22 .5 12" N '` `t ' L... , iI r7{,21C2 P _; s' ' A ' \,....- L -�- : �,• 1• fHE BASIS OF !»LEVATIONS FOR THIS SURVEY IS CITY OF TIGARD BENCHMARK \ \ . \,8' �' �' ��'�'' 1o f t ~ ► `'`,- 8A_y INUMBER 2121 A BRASS DISK ON S,W. 68TH. PARKWAY 650' FOI,►'H OF S,W. HAMPTON, ini \ \ ` ) _, ,i�. -� �' ' '�� --��.-,rF\ �J U �'-��� i • ELEVATION 238.62 \ i` _.-. .,C.y \\ \„, \ \ `, r .r• 1 r u ;� W _�eT ��,,, r 1 Ct"�.y• (-.1 '` 1 -, --,, - :7 -..,, • C 2. THE BASIS OF BEARINGS AND POUNDARY CONTROL IS SURVEY NUMBER 25,355, WA.�HINGTON _ ` cn .---• COUNTY SURVEY RECORDS. ,t .\ \ I - 24.S \--:-.7-.' ,. �� CC \ \ L - 48.2 \, �. Al / ,o ��.- ,� 5 �: �Cv1S�� \, `\, `� // / , 'er... \ \3• THE AREA SHOWN ON THIS MAP FALLS WITHIN F.LR.M. ZOIC C (AREAS OF MINIMAL FLOODING) .3,',;.. :414•N'..7%...61/4....* SET X .N\ ' ' --�N • e�PI:R FJ.R.M, COMMUNTY-P/',NEI_ NUMgF^ 410276 U003 B, DATED MARCH 1, 1982. \\ \ � ; � r.,.-.••-- 0 \ )'''-...).'.-44. THE FIELD INFORMATION WAS GATHERED BETWEEN MARCH 12, 1996 AND MAY 6, 1'996.to \ •►- /� I�°� ,-_- ' _�`\ '� ,��u - TQP EL 234.x` - --. ,•��„ 5• SURVEY PREPARED BY LEONARD SCHELSKY OF WESTLAKE CONSULTANTS IYVVC \ \\ \`\ \ \ 4'C' 19502 • ; •, ,r� ', - , IE 224.8 12" j(_�,� - C/�" PROJECT NO. ------ • \ ., 11i ��� , •>r: , ,. ` V r, aT....-••'•.. 1 , IC. L.Lf�'.7 L" .3- 1JN rri rn PACIFK CORPORATE CENTER, 15115 S.W. SEQUOIA PA�'KWAY, SUITE 150, TIGARD, OF! 97224. •� 4z• :'1 � • -a-, UTILITY STATEMENT A \ ,\ ` \ \, \ , �� I T 2.7.a3' �� A", { (,,_� \ _�`(4 •4(� l \� \� ''\ \\ \ ' I ,, r 1 ,.I \ -� !'1 t `, �,/- \ r^� ('O,� DATE Is ./ �,_)�-..46 , `� •` �'�•' \ �.! 13/21/97 • \ \\ �, `' , --« • � ��; \ k DRAWN RDB THE UNDERGROUND UTILITY LINES SHOWN ARE PER FIELD MARKINGS AND RECLRD \ \\ \ \ rix,_ • � y ,` �; ( ,, , . \ 1 ,\ . DRAWINGS PROVED BY THE RESPECTIVE UTLITY AGENCIES. LOCATIONS OF ' � DESIGNS N A v , o .} 2 `:CMP '" j \ \` 12" CMF' - - NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR NVFORMATION \ \, ` `' '. TOP EL 2: 9.7 "-� f �` E 3. \\•.‘ \ \, '�• �\ \ A 1CHECKED i in PURPOSES ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. �\ \ \ �, IE r ( \\\\.\\,\..,\ iE 211•.3 -^ \ \CD \ \ t _1 12 5E \ ice`} - 1 - -- .} `1 SHEET TITLE ,� LOCATED IN THE SOUTHEAST `\\ \ \ \\ ) I !2r);Ti, '� !Cs', \l. \ ": : ...,.2‘ s'\ ,�\ \ -- OF SECTION 7. \. \ \ 1 1 I TOWNST,!p 2 SOUTH, RANGE 1 WILLAMETTE MERIDIAN, `•, \ ''. ...-5:..,:\'' � :� 1 i ` \ t,' \,,,, •` ' • . \ \ \ \\\\. \ ,,\\ \ COMMONS . • CITY OF TIGARD, WASHINGTON COUNTY,WEST, WI OREGON. \ . 4 .---..);%). \ \ (sc. , .�.. ` 1 I \ �\,...,...s...........::::„... \ `` ' SHEET NUMBER ------ • • ..,. ,\. \ • ' \ \ : ' :''' \ \''. ...1.-.-----CAN.''**<\ \\, CU \ cc\,...r.,V,. ' ( \ \ / (1/4'.' ' i!V \ C1.0 ui • \� 1. l � 1 i '• ' \ ,ice • \`• °'� •'-'�,`� '`+, •\\ ` .il- 13009 SW 68th11 - \ `\ • *'., ' '\\ \ 1 1..L.11......._ 2S97-0002 -- Y .-`••••, \ , -T- • zor2t • • 1F THIS NOTiCF.APPEARS CLEARER THAN THE OCT �, 1998 +.. W POCUINENT,THF.DOCUMENT IS OF MIARGINAL QUALITY. MICROFILMED ' • +III»�I il � jflIl�: 1�11�11lal1 .111I1I111il�l� UIiflIIIII1L ilTIVIy 'a1 E11� 11 11I1/1 . : ,Itttitir....... .. .„,„,,, utlmtmhomkt Intim dm htlt, mtllii mhot IUllil` lioluii Rolm mho gilt J i r ,•. .;• tis •. I , II , N, " - ; .„ i..-_._. _ ..._._ 1 1 • 1 r, .. .„ ..,„.„..,, ./..„. ,/,/, , , . / /, 7,,,,, .,. _. , . . ; i, ,,,,, , .„ i , , . . , --_,.., / 7// . ,„, ,, . „,, 4 7 „. , 4,„.: „ 40..../ ,„,,,,, . ,c, , , , ,. ‘ / / / , . / A I; ---7...' '&4'1/ / /./ / / / / /• /, r ,,, ,.,, , / ,. . , , i , . i / / . . , :,, .,,,4. „.... ..; , / . ,, /, ` ' // f /4, 0 i_. /r /,� % /�/ / / f ,,,,,,,.# / ��• / /�•�•' /� r�r /ter , ri 0. "c'�'' �-{`_ II' t-.--( __.vil •!!/r/9t//,G/_, ''�•!!i . *.�,.�i./ .�. /l�/.c/1;.,/.• %a.,,,%f,/��� ,` , D .1._ - - G. _ Q o 44,;,14 .!„ ! F t4 -- ,,, Al.'Wel i 4 a° (u-Di 6 -6 zi-- � � 7<",,,s\ ,.......... , ve „4,1 _Tur-7.5.0.."...tel... 11.111 ........................=mr..... a ,./1",// -1;/// /. /./ // .' / . ' . •M/•• "ffej#13 .1 if. ' ! *F4401 �� DMIiG . 1�> --.�.1r. 'I ._ -!�'► ❑ 1:14.. FF ,.., �. ,. .._ \ ,. Z• 234 91 ;y. _. o.: 3.4_. 4 J 1 ..__ --_--, 'w • /„ /7/X: x F o u� u�IN SE 3�.6 �` , N � �! IN 6 N 32. g_ SD Ft _ ., . • t ; % / a u, lu \ • QUT (12"E)y): L \ `" :.,�• J, +' IN 1 "E) 231.93 �2r3 'f Dc� F 2 /!, Lli z>r \ • 1 �,,�g�. .tM3 17kiOtU, ,,_ .,.,., \ a \\ _ 3 - '_ \ ` IP k12 NW):231.5: 232. :3 , b 4, , SDoB-'4 ` % y $ a 2Nf1 O 2•.2.4 �, ., SDM -G1 \ 8-F G 1 12"SE OJT {\1 W): 1\ 1RIM. _ \ 1 111; , / • "' ;� � n • , t �• a , i . t, `, ` ` 2,�2.a3`t ,' v p9� ,\ j 2 J • SGCB- /� !M. 5.92, �, R x234 45� "`"�.� 231 38 10Q LF _.._.. __ OUT2(6 N): �' -� a h , 1� D \. -_` a\ ' ` h�in� h lei - - RIM:234.35 o' • ,, (12 :23 ; 0, `OU \(6"S?• SL i.SX "`-+ `,'C _,_._._ 100 LF�10� _ SI '34.42 `s', '/ � _..� 1 _ a• 1fl: `6 t /, zi,, �,, our (4"SW) 0 24 ): 2 ' - SDCB-F2 0 SL=0.5X - - ® �0. _�_ _.. SDCO-F3 ' ,y �,/ J�� �/-__- - \ - �32.f3!� 'I x2.90 t`� La• m' I It- ,� JJI,,.� , +w IM: 35. 4 ,,,. SOCB;�F3`\ _T R1M:236.12 7_7 -4•441/0 '� / �,--- ' " �°�\, Inti \``� C., li 5�: - ? rfllM 23 .9� OtST !� v .�� ►� 6 ,rs? 8"VV _ \� •,,,,,.„.• / '/i\ �t� I' • 'i.� t� '')UTI(61,4):�}' i ;' Ola (fi N) •�`, 233,28 I :'2>// \ ,,,. \ r/ r. 1 \ ..�, y�-. . �: j X13 .46 ! ` /, , ; f, , 1. . \ `% \ \% , \\ J '1 ,,�`` -D. , `� T_ :I r•4+ , ` - / • 1 ; �. . , • \ `l ___. ..... Fst,l� /j/ //j/,��i 5d. / / 1 \ „ f „." > SCALE: 1 JO r`RIM:235.73 c., '' : \`, k,9.,1 c,, , \� • ,% .•� - ______ _. I� ! __ .• ...„,,,,///,.:/// \ �' nL'T 1 '\ \''' SI RIP RAP▪ 44, • ' , / ( ) 1 1, ‘ss /f p f 1 32.87 s, 1 X13. . ` \ OUTFAL! Q 2 L� Q l� - s�r///� %/ • .� F.F.E. = 237.0 x '% r s n / \ � . 1 S<;=3 t1X' `\\ \W,4TkR ?U711L1 IE: 231.15 `, 1 F.F.E. = 236.0 6 FOND Q ( �j/ 'CO 1 ►,QF , �'\ \ I �`,� RIF • `,• 1% / ,�/ s ��cN�I Nf f' � I • /•"` QU�F'A�.L'`,y, ``, r\ �' FY, • '4` ' I • �� ` t'S.76S �' • �` `,\ ``\\ ``` �„ �, 1\ T�� titiA. t `,, t\ ,\ `t.- •L lT� V.`, ,Z� 29.62 (.. y `w. -1. „�� •` °' ' �'; "',' �f �i air�T •� • / / /-C`rt e-/'•� Ate• / • • • vit..•,.; . • \\, �` •, �`, ```, T �:rig_ `, cif, ` - SD' 0- 2 !�' `u' ` l�7 % j `%j�, 4'_ + -.`•\ *,,� � 32.62. L' SD ' '' /r; ',Gs. ////////;/////11 �' 2tI \ ♦ R :6-CtUISDCB(--.6. Y• ` \ , �, `, t , , \ , t �� "�'Hl.�Y•.¢•��"t_+•��.. s- -. t ` ::., 0nWI • , ', \ `` `� ` i ; ``, '` 1`: ;'.:11:4114.' \ \' •, ,1)!'�� rC 1 f•• , 1-= , » / - -,,.III OU ( (j r i ob.! ` • - _..e I /�� ' �, lit� ,�, 1,'. j " Ire -__ .°4.:11:s.",„ �' .: ,- `, Q_ .. � 1 0 5L30.5X2 014. •x ? B ,7. %� //, ',/{ LF 10 SD 31 75 ) EXPIRES 12 31 98• � �. SDCO-� 1---• /��f�t�,2 5.�4/2 �/ //J / '' \ : 0. \ `,` ,` ..{L ' iII ` © , �t.f`:\ `t _ ,\ \ , - -M:23 ;71ri. _._.• ''�_'-- D ,` '� 1�� _- tLVT ��F 'x / / ji f /,�"+' _� 'ti ►° a01" "►� �A,. RIht:Z35.01 2'53.92 + % / / ,, „ ,',;� � ,� SDCB-G ' *�' �, • wrz '{ �9 �! • - 1 // /r '_•-___ - 4 SD --- \ '\ �'>ti� Y R�M:?t34.51 � \ � ` ♦ • `�.�',1". \ - - � - r N)� � 'I��/ / � �r'/% t' L^ - ____ __- -_ EXISTING STORM DRAIN �> • T " ': • :Z ` �+; s' SDW A2 I. // , "'P 233.0'0 NW): �',,*' \, © A ,� ,�, `,\ ►T (8 �� � � ,•x' X RIM:2'4.85 \•.' n ' /� p: RIM: '735.52 �r /J'/�:�/ %/ / . --- �' � /� 0 •, t,"> ,7 ' .1 S '` \ a�,r;-3'�' �UT" Er"E): ' r` ! - ' IPt, NW):233.2 �t, //: / / • PASTING STORM MANHOLE / t, \ t,:: \ •,\ .;;..1;!...,%,:f.., P I / G �• ,," 33.35 ( co IN'' �6 E :236 �/ % 1 // \\ V �,�:. ``, r t `1, ,,\\ `, , , • I • , . Ir I. 1 \ ©,r '<' SCO-ts2 0 T 10"��/•y�(/\� • �// ?___ •, , 0�. - _ \\ 1.•' , 'x111\ . \ ,7-I' . //4 1. • \ $ . •: •� •r.' . •,I 235.21 • � EXISTING CATCH BASIN Qa / AJ.� / ASN l'ir' ,7" �`�' ., Rtf4(. 234.' ,1 SDCB-C t, �' T E). �fiD. / ) j �ii 12"SD \ ?) SDCO-E 'Ss �p`y, �V ;,1T (is • `\ \ qt1 t'" 1. ® RIM:235.19 1 232.95 a== ijkik ,i-, / /,.;OUT 6"NE):W).2,31 t8S 233.69 s i!' f/el :y;' ;` • NfW STORM DRAIN •• /,OUT a �� a ' `, ,.d, / /; ,,,� \ ,\`t . (a \.q.,.-): ,/ \\ / /,� ��, aN • ,' �,,\ `r 46.61''CF" fi'•S� y /� „� \ / /� ;\ \ , \, D3--•--�., ,' sem SDCB-CZ-- ari KI . 4.94RIiO� 3i5.6t '! i?iM:235.75 "" '` '•, ��/ RI NEW TRAP CATCH BASIN A, .e, `, "° /y 10" /'!lffij /J //////,// �/ �/fy t `. (HCl •23 :0f� t OUT 6"NE ,' • :.�.\�,',' • �/ / J' W . ..'. .I ,\` `\ / v-,•� % N , ( / / �� / ji/'D'/\ \` \ \, \,`, ,`t \,`C �'`(r`�l )• • 't ( ) �ixv'> �%�' /% is�. 232.47 �/ //7,,,,,,v,•` \ dy\ \\ \ \ 234.25 n ,�rl y.;,/ 10 • NEW CLEANOUT \ SDCB-E % /j ,/�� /�/ � ���, \\ \, \,,��:7�'`,LF 6 c. V i'� .�. °' i / - RIM:234:fi7+ .•`y // � //' `, \ �;'SZ�"b�SX `. SDCO-C a ;r-- -- •v • I '' , r /�` \• / / \ , , , RIM:235.90 p .// .,, OUT (8 NE - �� / //�i-'� \ , \ "11 p ,� / . �. ,,,...,. .,..; . .. /'� ;// '`\ \ �-�, ` ,,S▪ ...,,,,,,..,,,..1,..4, �' OUT 10-.)E): '0, ; _ / / // 4 :.-, / 233.00 ,•�� // / / � /' i� :\ \`, `` \ `• `` '' • - . 232.73 u- _ _ -o ! / �y 6420 , ; _s.,..„ .. Ste_ MECHANICAL PLANS FOR \ \ ,/,/,//',/ / o.„ /UTILITY / // /��/ _f /�i CONNECTIONS AT BUILDINGS. „� 1 /// , , \ ` ,. ''s)..)) , , , �+ , I ,, ,go "iiIii 18 Lam' \ t\ �/• ���/ ��� / ',//,'•%,/,/ , , \ \ t\ `t ' 2) , \ i * l / i I. dVERIFY , , /;�// / ,,� / / \ \, / r w (A ✓ /�, • ALL UTILITY CONNECTION POINTS PRIOR 10 CONSTUCTION. /7,,,.., /r// /,..•// f /;/i' f \ __� , / / � / / '. \ , \ \ \, .*r./ �! r'm I I ,,fir �/ / /./4,/,///,//7. / //�/ \ \ \\, F.F.E.\= 236.0 r. _ 1 I �(���//�r�/,r ®i //j/i! ,�/ • , �//' / /. - ,� \\. `,\\\\1/4 \\\%\ \ \`,\, `.\SDCB-C1 ,moo a , lyf//. ei,% F• :. � �, % � 1 / �j,�`/,J�; J ,_ � ,• , , \,. �, , , \ , t, `, ; � �i:235.75 f► p!, /,�• � � . � / : �: IMAM C 3A�11JA 4 /� / /,'',/;;',/,' ' ' • \ \ \ \ , \ • \ , \ OUT, (6*NQ:: ''`, I , f u , : ,0 .. / fr,', , -_ } //�i// /. ///r � ,./.- .�/' , \ \ , t ,� ` " RI : 34.80 ; •t+�• % , �, 7. d ,./7,..L.///,‘;/:-:-, / // / / /� ' / / \ ; `, \ \\ \ \ 234.'2 " O REMOVE/ABANDON EXISTING 12" CONCRETE CATCH BASIN LEAD. CONTRACTOR ` / / l/ l ` t , , , , \\\\\\-------- , t , INSTALLTO I 65.5FY 1LF FVDI 2CATCHCONCRETE STORMOPIPE AT 2 OX MINIMUM TIFY ENGINEER PRIOR C� CONSTRUCTION. �`I / �• // /:� ////��/'�%% , \,,\\\ '\, cs, `t,\ `t;'��'`-, I I , ' , 4,, ,i 1''I ; ;,`• f / ,"s.`, SLOPE WITH IE ///� / // ,://. /r ,\ `, ,\ , \\\. I ' I 1 i. 234 48 R , /� �/ ✓� ,,d4', / ` OUT AT•22 .1. COORDINAI E WITH KEYSTONE WALL CONSTRUCTION. SEE / /// //. \ ---- \ C , ( ) t /�/ / SHEE, 07.0. , I, 2 ' ? `\` \ !/�/%i/ ///'� „/�;j f/ '� 1�\ `\\ `��`\ ','`,'`>,� \--� ' I\ ; 2 tii 1 6 W ,.. /�� ` t t 1 , , \_ �t. !} 3 .98 : .1 /// % „•/...... ..„ 1. 1 !NST�ILL 6 PVC ROQF \ / %/ / / \ Y _ I ' 40. ,,./DRAIN iA?ERAI. AT M{N. 2X SLGFE. (TYP.) SEE MECH.ANtCA1 \ / / / 7/'///2 / / / �,/, $� \ \ \ \ \ `\\ ! ` \ \ ., } . , ,' i:. • /' 10. •0„ r ,,,, , Pta�S FOR CONNECTION TO RC•.1 DRAIN /, , / ///,/,, ,,.. /r . , , ,\„„\\\ , ,\... \ \ , \ \s,\,„...,,,, , . , 1;0 RAi (RD) AT BUDDING. / 40 CLEAN-OU( RIM ELEVATIONS SHALL MAT /•,/ f/ �/� t \ - G / , CH PAVEMENT GRADES. '/ / • / /, /� // ,/, ,$Q - , „ , ✓/ .� / / ,'%;7/2,,,,./.,,i://),/,/////:,/4,;/,,,////////,,/,7,:/,,,,, '/' � / �;/ '/ '�a r \\\ \ \\\ \ `, , , \ , \ ,,\ t Tt 8" . 133. 1•`-qX:1 . :: -y G , i` r �-% ' ', ,,' 1. Cii) COORDINATE WATER AND SANITARY PIPING WITH STORM PIPING. ROUTE WATER PIPING j / / //� / , , , , \ \ , \ . 'p� ) O I ,, • ,/ 1-*n / ,,/, ; UNDER STORM AND SANITARY SEWER AT CRO \?4)1%, / ' �� / / ' / I ` , ` \---..\ \ , ` G 0 -, /// / `- SSINGS IN ACCORDANCE WITH THE �, ,•� / ///� / / 1 // �'�, i \\,:\,‘,\\::\::`,‘,:\:‘,1\,‘ 'tt ' \ \ \ �\ \;a - t , /., e1q -•-., , / / /'/ , . � / ?��� \ � `--Wit •- , � :� '' ,, ///�„E�u1 l STATr PLUMBING ✓/, /2:47/.7/7; ./// �.,r // / ,,� 1 , , \ � , ,\ .. t .. >► <, / , ,, \ 27 SPECIALTY CODE. �� ,./J , , , .� .. ,,,, ,:. ,,,,,,,/,;., , \ \ ,P -' -- F RI .65\ %! ,, • / �:(0,,,;,- i • / '� � . ///// ,//j//'/; 1�' �� ; \ \ \ tt \\\ r,\` \`!,:.- . ;\ \ fp. ; IN 1 :2 ..# `� • % ;,,J, /,% ' '• . �' � '� '��,. , / /�j�i/ ' ,` / �'% • \ '\ \ .-,_.._- , r OUT -W / , ' a 1. C , \ / / / /,/ /.,/,'„,,v ,�// �• '/j/r J/r, ��t 1 ,\\:,..6 , C� , \\ , 64 sziiIVi):' �� ; / r (\\t • ' •.' 2 ....3 .8...!\............''' iY ' / /y' / /�/ ''ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS , �%,!.�//��//, / Vii . :,, , , , `;`Y'�• ,. 4 \ - %�� , / ///;//• \ > //, / , /// r� //; //',/ �/� tic r 1 , <( -co\ �� / // /'„, AND THE APPLI \ / // ,/ / W , \CABLE REQUIREMENTS OF THE UNIFIED SEWERAGE AGENCY, U.S.A. , / / / i/ % �.•/// /ii /�/, t t tt t , ' / • ��., .,_ 0 ►; / AND OF THE CITY OF TItaARD. `\, / ! /�• /,�/% / / / ,,/,/2"„/ 4„,,:///,,,,,, //i/i� / \\,\)\\ \ ( , \ \ , /� j C• •7 •�. , .\\ l� //,/ / �J' /,Y J •;/),,,,/,, /��' `, ` \\\\,,\\ ., , 1 ( r \)\\,,.\\(.'S' -\ \ _ :).-,..-q-;:r.„,-,:e7,0,t,S.,\/.-14,- ----:-/7/-„,- ``x.-- :' ` . / / ''l/r �,/ /// 2. ALL C.S.P. SHAL.. BE A.,TM C-/6, CUES 3. �// ///� / / y P ----66i45-1/41" '' y�/fj / /�/,/ • J/�� ` . .3. L0(,AT10N OF EXISTIf\�G UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE \ ,, % : / � /, / / / �� 1 I 24z �/ ,. .. \ , / ,• ONTRACTORS RE.SPONSIBIUTY TO FIE!_D VERIFY DEPTH AND I OCATION OF EXISTING ,f % / ���////', 1 • / „,,, 1 i 1 :,, ,- / /��.s,�•�„ ,'�, , ,///y//. • kE I )ATc ___I fel' UTILITIES PRIOR .4 CONSTR •UCTION / :',../,,,,,I I - i i / STRUC ION AND INFORM THE ENGINEER OF ANY DISCREPANCIES / ,i, ,// / 1 1 ) // ... . �+�, ,,' / ;/- \ %J / / �/ ,//�� / C�11TF�i j �/ / i 0 /2 /�7 I DWWIN THF• PLA S. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION- 24E-6699 \ \ / .,f j'' , / % 1 I , r.< i r r y �/ ;//• ( ) / ,�� , // // 1 IE. 219.,t� , ,., ,' ' ,. ,.� +� /,, ,r, / 06 n6 97/ I( .. , , DNS'' -'Ofn t / ��/ / / /'�////\ / / \ \, \\ `. ./ ',,' .''i r /��'' /i.L�j,/.r 1,. \ .--`. -Y ^� •�+<..WIF ! ,�,�4. rll ,. BEDDING AND BA't,KFILL SHALL CONFORM TO THE U.S.A. STAN AR ,/ / , / �/' ,/// • , r -. ` /' /,r .,/ /r,,1 v G; , ,.•-' �. r // • 5. THE CONTRPCfOR SHALL AT ,411 TIMES ABIDE 9ti' APPLICABLE SAFETY RULES OF O.S.�-I.A. �, '•%�/,�� ///,%�, / /f.// /� /,i// �� Lr�' ,,>f'% �:�� /'� ' '; , /// y; ti ,�AND IN "f'AR ICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH � . %�;,';/i - / !/ /�/// ,^!y ,rr• /PROTECTION OF WORKMEN. ✓' ,%%a,/i // ;,�� ,,/// /i/ �� .';� //� �� / r !% ��t�` , #� 47,3 /%///J(//�/, ___-__L\\ ��// /// / / //P2 -�/ ,//' ',�� // /J./ 6 / Il1C �'� •" �il%G� `t 1''• `\ �l�• /6. RIM ELEVATIONS OF 'MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE. ` \ //i//� J� 1 , / / /� //� /, ///: %% ':'J' 1 // �'%//�//•% � - - `` �tFlNAL FlNISHED R!M ELEVATIONS SH CLL MATCH FINISH D \ //'•; /- - ,% / / �,//�• ////%/'/ ',%�„�/ \, / / '� '''/ =-= -'�'J .1 '} ,\\ �'E PAVEMENT GRADES. RIMS �. ,//�'//� � ,�///�,�/' '/%y�/ /,/ //i%'/'/ =�' --C-7:1-::::-..-----------\-\\, 1 iOUTSIDE OF PAVEMENT SHAl1 13E SET 6" AfiOVE FINISHED GRADE. _ __ t RMSED BID \\/ ,/,:///// , \tel // ,�//� • ,,/ // _ / /' _ _ ___ ' , `� �! _ E • ?. ALL STORM SYSTEMS SHALL BE VIDEO INSPECTED, PASS THE REQUIRED COMPACTION \ \ �/ // 4/,/�/ / // /,// ///Iti ,,/ •'%; - \ \ - TEST (AA5HT0 T99i, AND A DEFLECTION TEST, PER U.S.A. STANDARDS. , ,, ///)8 CONTRACTOR MAY SU STITUTE PVC FOR THE STORM DRAIN PIPE MATERIAL DESIGNATED , ', ,` //// / /' // / ( i‘ -.�` 1` '\ \ ` ` , r 19502 \ \ / •/ ` i ) \ \,\,,,..-:::, ,,. . , , \ PRU,)L .T Nle-- ON ThE PLANS. PVC AND ADS PIPE SHALL M'' T / y /' ,/ „ '/ A:„,„ \ t \,,.�',,\ \ t \L ►.Ef HE REQUIREMENTS OF J.S.A. , -, //, ` `'`1%, \ \ A MANDREL TEST WILL BE REQUIRED. NOTE THAT ""'-cc e•a Tr° ` \ 1••._ _. ,v111Vh_ MAiCK1ALJ \ , ,, , ,, \ , , 1 \ \• \ , \ \ \ \ , \ MAY ONLY BE USED WHERE A MINIMUM OF :5' O COVER IS "1AINTAJNED, / / } C>ATE 13,/21/�T AND FAUST BE APPROVED BY THE ENGINEER PRIOR TO PLACEMEN', OTHERWISE \ \\ / j /'/ :,;;,';', I '' ; ,1\,,,,,,,;\;‘,,),,,,,,,,N,,. `\ `` - CONCRETE SEWER PIF WILL GE USED. ` _ / � /i , \ 1 1 `� ``,``, ` , \\\ I ROB \ } / -/,/ / ,r ' ,/, \ 1 1 1 , ` , , `` , DRAWN \ I I ' I �, , \ , \ , `` DESIc,rlEr�l RDB 1 go 1 1 `` , ' 1 1 , 1 , \ , , \ ALL PUBLIC STORMS SEWER PIPE E SHALL UE c�•"�SK T1'..D PIPE CONFORMING TO \ ',.,�, •: / ) 0 1 ; ; ; ci. ; . . �,\\\\\\1\\\\\\\4:\:::\ ``___- - _1ti, UNIF' D SEWERAGE AGENCY STANDARDS. I \ 1 , 1 / \ - CHECt�,EC) 10. ALL NONMETALLIC STORM SEWER PIPING SHALL HAVE AN ELECTRICALLY CORI UCTIVE '\ % / '' ``� I 1 ' 1 , ' `-' _ SHEET TTI E.STORM DFAINAGE -- TRACER WIRE, (18•-GAUGE, INSULATED COPPER, OR HEAVIER, GREEN IN COLOR OR OTHE(? \ \' i \,..,1'.i. ` ' • < - \ APr 7OVED MATERIALS), INSTALLED IN THE TRENCH FOR LOCATING THE PIPE IN THE FUTURE. \ \ ` • //,',' j' \ \-`� ; 11 , \ \ `` `` `'- ' `'`�`, THE TRACER WIRE SHALL RUN THE FULL LENGTH CF THE INSTALLED PIPE, WITH ONE END LEFT' ,- 1 / / • i9 \ , ' 1 I ! 1 \. `` `,, r�\\\‘`,, `---„-----.:.-_----. 0\--_ �.. \ -'\, `` `\` `� SHEET NIJME3ER---._.._ s\l's / // ,,//:d A ABOVE THE FINISHED GRADE Al THE BUILDING END �D�` THE PIPE, OR AT A CLEANOUT I NEXT TO THE BUILDING WALL, AND SHALL BE C:LEARI r MARKED. THE OTHER END OF THE _, `` , '\, \ / /fi /% .lite � 1 I 1 -` \ TRACER WIRE SHALL BE SPLICED INTO THE SERVNG UTTI,MES TRACER WIRE. ''/j ,�/'/ // �' , tai /�' , / VI ) ' %'',.., 1 } \ • V 1, /I ` 1 1 I ' '''' • Boos SW 68th r \ ` , SIT 9i 0007_ , `, \ / ✓�, / \ \,,,,r• f, l//\, /\ , `'````` ,`` \`‘N,``\\ ` \` ',�` `,1 ,Il ,I \� ` -- W F OIN E LEPf� E uNQEf �J�LU ti �'� ' �1. '�. Aie � % - _ ,.\y/, ,�,r,, .�_) , \\ , .\ \ \ \\ _,, C460 I 1 1 J did ,,,' IF THIS NOTICE APPEARS CLEARER THAN TL F • OCT 8 1998 •_ i DOCUMF,Nr,THE DOCUMENT IS OF MARGINAL QUALITY. ISI I1illll Ill{III IIID' {I I 1 f 1"#, MICROFILMED ) 2.4X, S Dy SII f 1 1°l�Il11liII III�:II1IIIII ft!"Tji ' 40,404: - HiI1$l n aill!I n IMIIiI!%nlitith I IMb ;u11 ' ihrif',O , JHU RHiftii milllll ilflon” 11tHH 111111 l ' �it • E . . , ,........___ I / • • • • ! VONlikk legaZtO _i7 --- .__ //J,% // . J%,?rn� /,a ; �/ �/jF' /. ',,/r/;i J', , ,/ VINIV/�//ri /�///i° J / / j P. ? ----r-- ....��.� .�... �� 1 /,�, / , , �i.-i//�1�4 f/.W.j'�"Y!' /71, .moi „/, r•• i'J J ��// / ,/� , ' J J / I , 1sl :::7,_ J J t41$! EXISTING FIR It // , /,�E YORANT / /` iP� r �,� lit6W i.� �i�//%y� i i/ ______r___:"„„_____________)TI / /ri.; i, IP,..:, - EXISTING WATER LINE .,�.. .,. �-- //., � / /�(/� // �. O +�► _ w ! /,,iar'iMM 11444040......401•44.111•-.4.--!.. q_ ,:rr.�. -____ �....r.....rs. _ .�7 .y/,, , ._� -`•___-____ _-_•_ t [ '/,,, ,dd 4 / ` -----_'-- �'<,• z cJ �"' (Th E�:ISTING SANITARY SEWER MANHOLE ' '' - -+ V • ,\ I _ - - - : `'\ ', 'V 1 ' W ��"•.•' i`` _.___ Y, ` \, - -� ru.r t.,,`•r.,.,. :,v..m .e,,,✓i*♦Wlll _ _ fir,. ��. �� �/! • ,, / � 1*/.01 //� -•._ + 7. ` K _.._________ EXISTING SANITARY SEWER LINE \1 ._ 13 ` • '�; ��/ ,f - o n : w 1 `\ - . •4T i i il., t li,'1= \ `L ac,-_ ` �\ _ _ .-1-1-F---"(2:-.11.1",..._7\.' _ - _ ♦,�♦ .` / !: .JL //% / y • I • //:%/,' ,/ /' / /j r • cra- d ,Q • �, , %!,'.' Z w 38 LF 6 SS NEW SANITARY SEWER LINE i, i'� ztv I \ �� 1 / /% • T `\ `' 6 f RlSt��fC�-� , '�. �- FH ..- ` I ,,--1---'i /�/ ' �/'� v, �� y NEW SAWI ARY `'EWER CLEAN-OUT 1, ,¢ ^ - \UlJTC y �; `",``, 1 • 2- �, \, /%i /'%,� i: ~t•1 CC x • d �' 4"OW \ C15 \ 0. L. - IT_-.____; J NEW DOMESTIC WATER SERVICE29 ,8 %, - ..177:__ /�1 2--\ ' to W4 J NEW FIRE SUPRESSION SYSTEM y��• i I lig NEW FIRE HYDRANT` ASSENBLY \', _ - , sS..O-A2 • \ \., - ` I @lp' jd r,\ 1 i �4� IK ,� t\ ..., " //, / ` `yhbil\th �� ` ,,` 230 44 L \ \ +t �r iN, i \ /�' r r' -- N o 5! , -4. \ `, , 4. NEW 6" DOUBLE CHECK DETECTOR ASSEMBL`K r \ { \ • `� I 2 1 /- ,/ ``' _ 1 I 7.4 L,F_�"SS I ' �� 'i • r' _ __ SL=1.85 � `° -'�., \ \` \ \ ;'t'�.,`�O CONNECTIC" AT �', i., \, \ r • �;. \ \ /•; rt BUILDING \\ -- ,� -SSCD=$".� ;/� ).„.._ ',, �`i \\ \ \, \, ` -, \ \, \. rr �'q ``�_4"rJW \` AL wAs � RIM:235.9Pr' i�¢ r% • 2 I `\, , `\ '\ \ "S' t/ N l`` �. `'` `` `\` `. .`'\ `1 `` ti. .-.N,....... 1 » 1 i IOUI -'�V"JP�'7.. "�� ( , ' ,.. .,...-_ 4 FSS (2 EA) F.F.E. W 2:37.0 ( 6 ' s i \ �, ,\ �., i �, `\\ \ \``\ • `,WATER UAL/ h CONNECTIOK AT\ I 231.42 ; 1 PR 3 - NEW 3" WATER METER VAULT ".u,.-�. METER TO BE INSTALLED 8Y TVWD F.F.E. 236.0 \\ \ N. \ `, 1\`` pplJl➢ , cn BUILDING; pF�tS `\', ,...., Alik, \ ti \. :� 15,788 .r IE: 2'. 1.93 - x I V �, 4, ' \ \ v> \ \ \\r ,I S'•JO.... '*.". ‘3 ' 1 \ ./.1111‘'1,,,,. r 7!Y eD NEW 3 DOUBLE CHECK V48 \ ' \ , , \ ,.•,:,;:.!,,,•••'•.4� •. \\ a \ R ! ,,. m �_ '..� / ////, ItEG�N .41:VALVE . j i ASSEMBLY Ns l \ �A. , !`_ r • `' f ' • ' I �f �Q ��, 1/141 � :�j r/' N. r ' s, , '\ ` 11 1 \ \ `'\ ` Rlsi i , J (tit /i�4 Ii/i� //f i Z� 1�"`�'�♦`_....r���, � �•,.,,,�/''., ', \ \ ' _..........„ i 1 •✓ .. \\ \�,,\\, ``, ;,R K ` �er1. 4 • r4.• AN s-,t1 L' ' �{! I A ,I7yd l vaihvis, .,'' \,., , % '�r/� /'://////3.7/,/;///////:,,,i,.i. J /: i' µI • WAR . 1 $ a �s.... rl �EDUL;`ER ��� �� u � ' r EXPIRES 12/31/98 \, `, \ h 1' '\ \�� \ \',° .a'. ,\ ` .�Y }',', m. `• \ it /// ` ,,.a GONNEGTIUN AT ,� ` --- _ - -- ,� ti ..= %� '+ ;/ / - 0, , \ zkvI BUILDING 1,t�,, q, \ �'ii. tip \ \ •�\-° '` r ; _ �-ti_ �p, ///3DW •`�' A A �11 SEE WA'tEK FITT' TAIL ON SHEEi C12 0 - „F , •2 /. ' t„� �� SS (2 EA'. ��\ ty '��.,\�\�`� . '•- \;_.\ ._.= Y/.1. _ cn ` lT;� I �/' / ,�: �� • SEE MECHANICAL AND OR PLUMOINy PLANS F'OR CONNECTIONS Al BUILDINGS. �' \ `\, ' C.7 +; 4 '� 1 I /'� JF• , `, \ • + �6• r ,. `�,```\ ', `\ ` \ '_ ►``��•1�i'1 r% r•",.� i f • �� .�I w /' / /� :4: ' COORDINATE WATER N.D SANITARY SEWER PIPING WITH STORM PIPING. ROUTE: WATER , /�• \ , ' \ . { T,, I \ ,•4 • ply ', s`_ PIPING UNDER STORM AND SANITARY SEWER AT CROSSINGS IN ACCORDANCE WITH ``\ \\ 7 - + k p ,�`` .� \ • '7.15 :::14'',I. . i �. I' •_: % % r :/•,',';;'; /4 1 THE OREGON STATE SPECIALTY PLUMBING CODE • ,; FDr-/ \ \ , \\ \ •e ;4 '. , i / !%`\, \ is , ., ; r • • , /SANi'A�Y h. ,`-Z�E , DON NOS ,�'' �` \ l• r I 4 F'SS (2 EA 1/.... ,. . 6" \• \ �� r< \ �j� ` �,��° i\\ 1\ �, 3 DW �\ft. i! SCO- FH# FA , ,- j ,�1 , 1 / '// / / �'s, , \ \ 4° ( /' IC yyr , j. /„ C INSTALL PVC SANITARY SEWER BUILDING SERVICE SEE MECHANICAL �C /r �, \ t \ t f?iM 23 98 , I \ ) // \ \ t, �, TION AT l , y /� / /� OUT 6 SE in .y / ; AND/OR PLUMBING PLANS FOR CONNECTION AT BUILDING. \ /, :I, ' /, ,, fps /\ '\, \\\\tt`',, \`\t \� • BUIL NG 2��e )9 ' '1' ! )j /� 1X)////, �; lEF 1L NOTES N /\ei; ' •\ \ ' \ %,,,\,\ \ \ ‘ , i --. **':' 1 WATER \. '� ��`",;• ///,fir, % / �/ \\ \` ` \ '\, `\\``. .�` ,� I Ji,, e./. ' ....1 / 7/ • All LlNLS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE /�i ' / /r rr 9, . \ \ \ \ \ I SSC'(J-B3 / / r ' $ : 14ii WITH THE IUAlA1;N VALLEY WATER DISTRICT (TVWD) AND ,yE CITY OF TIGARD ' / % J� r. ;/', \ \ , •\ t . � /r/ .• / // ,�// '�' %/ �\ • t` \ `•\,,\: 4 RIM:2 35.81 STANDARD CONSTRUCTION SPECIFICATIONS AND DRAWIN,,,i. SCALE 1"Q,Td' ?r'' ,y l// /�/� ,/,„,,,,,/, \ •.. - i-- - OUT 6 SE r e / '1:' 2, MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C1 'I0 AND SHAI_l. BE ._---`•' �j/�•/ �j/ /�// `�/i / !/ j `\ � : •' ••••%•--N "`\ i � ,r r, , IA LEA1.4 , ST /%, •;i/ // ' - �/' /' !' \ \ •. N�• •%. N, \ ^ 228.56 1�/// ,' 21 OF A CLASS AT EAS EQUAL TO THAT OF THE ADJACENT PTFE. 0 f Q \, ,% / //.'/ /' / / ' I , , �,/r \ \%`----.. %' ♦ ` / c) 3. ALL WATER LINES SHALL BE INS,ALLED AS SPECIFIED BY THE 1996 EDITION / • �/�", ,/i �� �,/ `, \ \ ' .' io, > ?' , , ! .<, `, \. '�'' /7/, / / /J/ /. -• / //�'', \ ` \ ` / /-•, / .�_., • /2 is OF THE OREGON PLUMBING SPECIALTY CODE (OPSC). /'/� !//�����,/ ////2// //,%i/i% \ t �'� �" - ...„../".4,. ,.,„ ,,,: � 4. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS / / /�r / J /%/, ,,j/ , . \ \ , ` ` \ . `�� �. F.F.E.` = 236.0 I ��/r�i ,�/i/r , wON ALL NEWLY LAID WATER LINES PER C;TY OF TIGARD AND TVWD STANDARQS. \, _ /' / �� 'i ;/ , / \ 4. . ‘ W 5:• • 5 ac ,� .. /�/ /. / /,4/1';://// // / % \ .\` \ r-; , 11 �' YAM r . ALL FITTINGS SHAT L LIE THRUST BLOCKED PER CITY OF TIGARD AND TVWD STANDARDS. / /// , ,/ /,,,,„, / �� t ! /1 R s d,,, � c.:,! .wd6. PRIOR TO BEING PLACED iN SERVICE, THE WATER LINES AND SERVICES SHALL BE / , / , , / , \ I. , , sy1 - <FLUSHF_D STERILIZED AND TESTED ALL IN ACCORDANCE WITH CITY OF TIGARD ‘ . / /, ///', / / / rJ \ �' ' �,\ �. r �/II\ Ip ,, A I r= \ ��` \`\ '"```� \`��� 1 1I t 1 + err • AND TVWD STANDARDS BY THE CONTRACTOR. ,/,./ / /// / ,�,/ //:,:„1///,,,"///„//:/.7';',','„:,,,,,,,,//,://y„,/, / / ,/ r r , \ \ �.-- I 4 ., ' `\ ' .. / ` / ,�/ � �� / / \ ` ` ; \ \ t'\moi•,^, j , 1 -• `'`. I+ , . ,. �/ / • ' 7. CITY OF TIGARD AND TVWD SHALL BE NOTIFIED AT LEAST 48 HOURSP \\ , /,• Al; ' \ ! I lin / / / //i �%- i /21::.\\:,/,‘ i/ I , \`• 1 1 i ✓'. / TO ANY WATER LINE CONSTRUCTION. \ , /// i; / • �♦__ i 8. CONTRACTOR Sid \ / / • c �/i ' + ALL MAINTAIN A MINIMUM OF 3 COVER OVER THE WATER ,/' ��� ��;�/ !'/'� ,�/ //� \, \ % `1 \ \__ ONNECTIO ATi /, / �,, E UNE / �, �' J/ //�/ / / �\ �j BUILDING`, I • ,--, ! ;.,'%/ ��,, �, 9. per "IPE WILL BE MON-JOINT DUCTILE IRON PIPE. \, p;,, /,/ / /� // //�; �///��% '� 1 ,\ t\ \\ I {{1 ' .� 1 r�s •/ f » ;//////,/,,,./. / ,// J J fi . 1 \ ,�. 0 231 .0 !• ��10. TVWD cONT T I �� _ // / J / / / r • • 0y.,,,. ,• AC STl DAVT, : PHONE NUMBER 642 511. /� / / / J ,/ ., t ,,/ .: / • ,\\ ,/ j / ✓�/ J ,�I ,. /�// /✓" ',,i /r" ,/,, rr„�/// ; r, t Y `, `,` t . ii . ..��•. !,-,• E�• / '11• LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS ,J/ r'/..,r,, , , • //,�y/�>�/,, r ;/////, -/ ,.,� \� \ \\ , ,� \ r. _ / / /� :I HE CONTRACTORS RESPONSIBILITY TO FIELD VERIP e DEPTH AND LOCATION OF r/�� r`r ///��//,, ✓/// �Jr�✓ \ \ " \ \ ! �'�,, / J% '! EXISTING UTlUTI£S PRIOR TO CUNSTRUCTIJN AND INFORM THE ENGINEER OF ANY / • �/ / / ,/,/ //�/rr. i /' , \ '' -.r.L. -, , �• /� • /.`,7 ' ////4/7/0' DISCREPANGES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR //,� / //'/'/ /'/ \ \ / ¢.. / ' CONSTRUCTION. 246-6699 , / ./��/ , \ \ �- _. .. :- :=. • , /,f / �C•% r, / " /,/r //�' / '� / // r `,\,� -�-._--�_ •-, 1 + I ,• 0 • \ /j ' ,ti =NA \ /•' :// / ' J//%,, • ' ,,7/";•!•/ // ��`/J/r� / ` \ \. \\ -----s:-"'"? #: ' / / /�,, 3Ai 'AR1( PlOT3 �':�,/ ,�/ /r/704/ %/// ,//• /� ///�� ` t\ r��+t\ \� �,• ZIP:M. ). r /' ‘.. , 1. SANITARY SEWER SYSTEM .HALL BE CONSTRUCTED IN ACCORDANCE 7( //, /:////'///:,/,/ / / •s, �\ ` } 2;:::-:;.•'*:1. /` OF TI AR WITH CITY /'` 'r/ �`� / / ' , / i''� O \ \ \ 1\ \ �. :��;, //'7//./7//';;;/'77/1::,/,',//'7/7/;9 /% /% •G D AND UNIFIED �EVtIERAG� AGENCY STA.WDARD SPECIFIC,ATiONS \ '�, ,� 'J //// / i/ \ ( l , r \ - �� ,rir /fj' . • AND DRAWING ,. \ \ /' �, / // /� �'�, , \ \\ 1 rr tr' ,• , it �' /7r /i, 2. ALL. SANITARY SEWER PIPE (EXCEPT SEWER SERVICE LATERALS) SHALL BE 8 \ / ,/ \,///,/, i;//� ;� .' ,�� f' r ////'''''''''''' _,_ ► -, r� ,;\'7, !% , '?. ',,,.PVC. PIPE Cf?,�FORMING TO ASTM SPECIFICATION D3034 (SDR 35). JOINTS \` ,\ ; ,• ,�/ ////,`�>/�, �•J�r //% ` } � ,. �� � / -5HAl L BE RUBBER RII'G TYPE (U.S.A. APPROVED) CCNFORMlNG TO ASTM \ , //%�'��� �/J r J '� � > -• :- "!/G,, I ' / % ":'� ,�., !f '� ;.!/5•:', ` frE�'. v/�1 E !�r , `, `` `\ !, / .,/�/ �r / �// JJ� i %` ' \_ sr✓ r s+. /. /J r. R„� ,/ r ,, / L _.._ '. SPECIFICATION D2112. PIPES IN AREAS WITH LESS THAN 3 OF COVER SH / f� / • % / ! 1 J �- ' / l . /r�- ALL ,, `\ ,\ / !! �� ��/;%�, /� �/ i .. I I 1 L.....://:, i /•'- i i ,� , f /% , •�i/, /!y� •�"�, � �/ i / r ® t�� 1 S7 ��`Y�° BE PVC AWWA C-900. \ , •�/ /'%%%� ,, . J /�/f/i,/� /: / / / / ( 1 �_.. ./ .' �' ;' - � "''- ,.\,0,- �y , ,/' /�, //� '�,;}..,�'' L �;! ~/%% r // �p .1_ //"// // /j,/ ,/,/ / ` ;- ;- - /��y %/ //r/ i/ -.--. . ` / %'� y. ;J /1/ ALJ t 3• ALL SANITARY SEWER SERVICE LATERALS SHALL BE 6" PVC PIPE CONFORMING /),A / /� '%/ /i/ / �';!' �' //;7, l i . '-- -', /% / ''i. •• r /// 06,/06/97 t DNS TO ASTM SPECIFICATION D3034 (SDR-35), UNLESS NOTED • ,yERMASE. \ / /y'/,/, ,,y///J / �' /�, 7 /!,,, 1NV �/ 1 r �- •� / / SNIT� tY SEWER SERVICE LATERAL., -�NALL CONNECT TO THE MAIN LIN rr� /� �/� /� rr/ - . N' //. / . MEANS OF A PRECAST 8X6 TEE / �/,'',74,//'''' /� / 7 . � / �,/ � ,.� �_ .., 1//////' ////j//;: / , ILI .�."_.....__1.., t / / %` / /� / > / 0 NEC' •. `%l'//7/4///',///: /f/ / ,/ /J�J ,! iK o TO EXISTI _ / /. /4. HYDROSTATIC AND AIR TE.T'.,v OF SANITARY SEWER LINt� AND MAN'rlOLES �/ 'i 'r✓, / i //J i /' V y, r �' ///� -�' � f- ShNIT�RY MANFE7LE ,/ ,. I _.L, SHALL BE CONDUCTED IN ACCORDANCE WITH UNIFIED SEWERAGE AGENCY /,,.,,r/ /� r�j/ ', r'/r�r// --'----(A1 'r IN (8 $W: 24.9 �.�r, y� . �, `,` ` `, !/ ,/ �/ f, / f/! iJ // //rJ'/'//// a ,� ' ' % '/ '/rTi /" ' �'� NE�l1 ` ` t 4, STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED / „•,,,,,;;;,,, / / �) //ri , /- IN`,)6 NW :225.10 �"`,'� R ORMED BY THE / / / /' / ( ) CONTRACTOR AND WITNESSED r A RE -�,' i , , ,� '%/r,/� /i�J/Jif j� ti / / ./' /" / i -� '/ --- "/:----- • - f' OUT (H"S�)' +��' BY REPRESENTATIVE OF THE CITI OF /� ,��i / !�/`r// f,��%� �'_ ' /= _ - t ,,� \ .224.84 TIGARDRIVISED BID D HE ENGINEER. \ ,,,./';',,,',./7; r/ / // //� ,f/ /� //// i; r /�,� - - i • 5• FINISHED TRIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARESET \ \ //� //•'"%' `� r// �' '/ //'i/ '',/' ✓ /i 9' /�'' , -,----- - , ............... APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED �' % /` � / ��'• 1 !• !� ,-' , .....\ , _ PAVEMENT GRADES, RIMS OUTSIDE E. PAVEMENT SHALL BE SET' 6 ABOVE ///�/,',,,; , J/ �. ,, r ,,-` ,-' t ; FINISHED GRADE. .%/ i/'s/ r/ // ,r r �/ J / / r �: `', \ ,.�r , 6. PIPE BEDDING AND BACKFIN!. SHALL CONFORM TO UNIFIED SEWERAGE AGENCY , \, \,, i�1i• ;�1• / l / / / ,,,,,,7/ / /� , Jii � '. �' • `\ ,k'" \ \ • ,/ PRO.E T NO. STANDAr?OS. \ \ \` ``" �/ • �%' r//%�% %>� ' /r'- r //',%/ / 1 1 ` T t \ ` E' �-'. \ • '\, ' '- 7. SANITARY SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO UNIFIED \ \ ,�\ `\ / ! • /// :///'/�� '// - / / ' ' ',`\ ,� \ 50z SEWERAr'E' AGENCY STANDARDS. \ e\ `, J��i . / //�� / i �_ `� ,/• \,, \ , \`,' >:'. \ `, \ 8. A MINIMUM OF TWO FEET (2 ) HORIZ,ONTAI, SEPARATION IS REQUIEE.O `\ �� i/ 1 iv \ , \.,, ` ` `` .. DnTt ' BETWEEN WATERLINES AND SANITARY AND STORM MANHOLES. ALL \ `\\ / �� � r ', ` . \ \ 1 `''' `: "`,\ DRAWN Rve CONSTRUCTION MUST MEET \ \ / ' i •,' / �. ( 'f' \ , I , , , ..\ \',\ • I DEQ AND STATE WATER RESOURCES BOARD 1 � / / �' , ' ' REQUIREMENTSSUCTION FOR SEPARATION. \ `� /� �//,// J, / i i 1 I; 1 I I ! `•\ CHECKED EDDESIGNED! RPB S . AT ON. t \ r 4 /i //r /VA /1I /1 �� r I I , , + t \ \ ,, , r r `\\ \, `,\ `,, , �, � ,� �r/i / / / Y!/r/ I 1 ` 1 , I 1 i j i \\\ t ,, t, ,\ , ``'`"- \ FLECKED9. ALL C SANiTAHY SYS fEMS SHALL BE VIDEO INSPECTED, PASS THE REQUIRED / /' //,:/ ' .2-/y ' - ,/2/, , �� /,, 110 ` '-`� ------.._ COMPACTION• TEST (AASHTO T-99), AND A DEFLECTION TEST, PER UNIFIED \ - �; r ///// �' /r!/� � • l� 4'�/�j °� t ,' `\ \ /` \\\\ \ ', ` `gyp ~- - SEWERf GE AGENCY STANDARD SPECIFICATIONS. ALL REQUIRED TESTING SHALL r� / /;�/, , / . / / \/ / 1 I 1 ) \ \ \ SHFET -!TLE F P R! OF'ME // r✓ -,/,,,/ JJr r / \\\ �. " \ BE E D BY THE CONTRACTOR. , \ / /// J� /• i • / , y �/, t • • �" \\‘'\\ -"-- �. 1� ( PLAN 10. ALL NONMEI•AL,LIC YARD BUILDING SEWER PIPING SHALL HAVE AN ELECTRICALLY CONDUCT.'. ` \-m-L,' � // i�' //////4 '; J f' / �� 1 % \ \ \ • • 1 t ti \ .* • TRACER WIPE, (18---GAUGE, INSULATED COPPER, GR HEAVIER, CKEEN IN COLOR OR OTHER \\ `\ \ / '/ /1 ;//' /, /�/ '� % /, % \\� \ \L`�. , ;.•-�`:?O'`, \ .\\\ Wal�� \ ` \ // �, // / I \/te r - ` 1 SHEET IVUML3Ef;APPROvtD MATERIALS) INSTALLED IN THE TRENCH FOR LOCATING THE PIPE IN THE FUTURE. \ /,�%/ / J/ /47'//// ! �, r ` ..,``. ' ,_,. 1 THE TRACER WIRE SHALL R T �r ' \ \, /%� �;:% ,/ // ,,` ,' ; , '� , r '`^,. ♦" s .ti• N k .�'%. '�.-' -, `• �\ `.� \ 1 AL U . _ FULI, LENGTH OF THE INSTALLED PIPE, WITH ONE END LEFT \, �, �/ /,'1 °% /� //! sy ,- .,y . \ \. . e, \• . \ `\ ABOVE THE FINISHED GRADE AT THE BUILDING END OF THE PIPE OR AT A CLEANOUT (2 \, J�/ / \ . NEX- THE BUILDING WALL, AND SHALL FIE CLEARLY MARKED. THE OTHER END OF THE \ /� r' ��' \ •� / • 4'?7,0%%'%:-'0, 13009 SW 6811, ; •, , �'�/ // r'r /,,/,,, ; !,�i �. \, ` ` \\ }\• -`--:-.- j \ S\ TRACER WIRE SHALL BE SPLICED INTJ THE SERVING UTILITIES TRACER WIRE. SIT s�-000z Q C5.0 \ /r'/ / /' ,./,04,...., % ,/'' �' �� // \ `,\ \ \ \`, ` • \ 1 I_\ ••�..`, \ sort, .)!N f ';;:IWf f ' R,. -ELEf'P%1E UNBE !,01.1I %/, ,,,,:;/' /'' - \ , _ `\ \ \ 0 % 1 .!,,,,, --..4,., ' /11 .I \ \ ,, \ , ....\....1..\:21..ei . 1 r-- *--•-- t - ...rte _ __- ir IF THIS NOTICE APPEARS CLEARER THAN THA • OCT 8 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL,(jU,,ITY. MICROFILMED , , s D s.:""""k"-- . ' t" Ill{ilrl 1119{�1111liN�11r1 iIGI�111 tiro f�t�lrrlr sr�lr,r rtrtrrtr�r >!rrilrli I'rrrhrlr IITr�Trrc�rTIlriri IILLILLsrtl�lrint.rll��llri mkt rT!lr�tlfli�itfx - ,rim I Loimminiimmimemminimulmnimmommilmmit "! 1 fi • . . . , , ' , I . . ............... .i Ni1.1 1•,t.: F,„. 4 • .....mm.�. OMNI ...-... w..._,. t 0 • = 4'-6" 1G' I i i 7 i p I •--► front Face 1„ ill'rel cast I I I ;� ��� N--- „..:,. • •/0 • I .% ,„, , , , ,• tsr) ::: ; 1/1 ` : ; ���,,� - !� Roadway - —i- , I in ' N5,( -, V �c,, 11I ^% �� 1Oj. K- 1:Zi In uiI I \ • Tf^ a �'�. '• �� 1 I • , 1/ ie/y, \\\ \ 6 Tfirevded rod (1 ::, �, . \ \\\ �5. L , _ • with double nut -) �� I ,--- i Provide 9 x 12” h oxou t for win wall --r �. •�- g connection plate �o ' 2:(o : 4/_____ •76 Wingwall \\. Precast li O r\o,,, ^l I — / — Culvert / \100 PAL 1 Q) PP \r— .. / . t • F-47— • • i it .• • DETAIL A WcA T/ON PLAN 1 _2'Detail 'A " — __II I ► I II • �•-u 1 I I Primer Compatible l I I I with JointA Pilr'p - _ 7/8" x 13/8" Butyl Rope Il T II Concrete Unit op oete rt / ecas 9„ Wide Sea/Wrap or • EZ-Wrap Rubber ,_o,� I•-- �_� <>• Inside face of •i I I I Drecast culvert leg •• • ' ' • Precast Culvert Unit :\--I I i I o s PW-1 a VV _____�___ ------_—_-- —.44.........,...... I" .........1 Richmond (2) bolt – ��-- . `,, STANDARD JOINT � .. • ll- �, _ preset wngwall anchor, �., ___---- - -. . _____________4________________ _.__ - I 'c' (Typ 1 for 1 r. .3" L r\!14 SEAL, DETAIL _ ----- I I 4� `O bolts, (6» pitch) g �: %� 1 ,� --PW 1 o r �, -T-F- .c �--1 x 10 x 14 Go/v. ff' P-1 II �; o . / �,. c. 1"0 x 6" L /:11 4• I I h o a Threaded Rod(2) �; II `� I U z if, with Double Nuts �' Note: 14'_0," 14,-0" I II v Connection P's (P-1) N•— - . . —.l1 must be posij • i tioned with NOTES f ° ° Precast. /7/` small holes toward 1 p culvert unit. I o y > U✓ingwal' \\1.\ GENERAL NO �' • • �°�°• 1. This bridge has been designed for general site •+� /q , � DFTAIL » » conditions. The project engineer shall be responsible • • • -4411 See Standard Joint � for the structures suitability to the existing site Seal Detail this sheet e 1' 2' conditions and for the hydraulic evaluation --- including scour and confirmation of soil conditions. ® �..�.. �„o�__ - + nj 2. Prior to construction, contractor must verify all B elevations shown through the engineer. .A DESIGN DATA igLoading: HS2 DesignDesn fill Heigh, :745=04! 4 5--044 max. from top of crown I I • JY i! to top of pavement. • Detail B Precast Wngwoll Culvert Limits = 65'-11 /4" Design Method. Load factor per A.ASHTO Specification • Assumed Allowable Soil Bearing: 2000 PSF (Verify) • '� I I w th fall corners -� 1 -0 with Cu/vert Unit Headwall Furnished MA (Typ.) TRIALS 0 wide Strip • —� of Filter Fabric Tr Precast units shall be constructed and installed 0 ��'�'� in accordance with Con/Spun Specifications. y\\\�' w�J - ? A �,- r • Concrete for Footings and Wingwalls shall have a 6,-- c, : : Joint Seal (Typ. minimum compressive strength of 4000 psi. r . ii ♦ 3 �. 2•��I o ,- between units p 9 S./) i , /p ^ o N ) Reinforcing steel for Footings and Win walls shall �, iitfr _--- conform to ASTM A615, ,4616 or A61 i-Grade 60. • N-.)\-c5,.„` ' o Joint Seal bet ween Nt T/GARD OREGON / / -- End Unit & Headwall \e( / st,• ....1 */\ ' \ -s4 , ,� Culvert \�` . eN , Stream Bed \ 141‘4t Inlet Eley 224,0 /' f7(�!V/ T ES• EAD V ; js- Outlet Elev. 223.0 / --� VILLAGE \o,, \\ •elt7 c&<TI/Vxv4v,<W;(6<7./.4. W(44v' ti \ \ • ' LI ''-) .'111111j �1 N Is o ` 3"'Cd Perforated - \iTia- 4': \ / A \ caNv /// L _ L . _ _ LL. - _ A -,'q'0 /�'� BackfillDrain ' \>\::/\ , di,,,� /'�` 'c2-.. PLA, .s. N supplied with Wingwall y , ��p , 141� ®N : SPAN�' II • - - P' BRIDGE SYSTEMS -.-0 SECT/ON AA RDGE SYSTEM`, c, Q 2' 4 8 w �� srwr.�on...■.�/mill ik ..�1. 41111111111111111 — — / . 79 I -V Des. .,....�.,MO Orn. C / MGC MDJ kd Sheet No. I j MGC Dote Job No. C/S Ref No. 411111111111111lhansmail MI 1300y Sw 68th �` ...M____ ..W 1/15/97 ..��lommeiorpommi ...��, 5088 5088 SIT 97.0002 8of21 lam•lelmimm _-_ i _ _ . ... ___,—.____. -- IE THIS NOTICE APPEARS "LEARER THAN THE OCT 8 �ggg DOCa1MENT,THE DOCUMENT IS OF MARGINAL QUALITY. S DII � Iei� �,111���� i�� ����I !�! ! � 1 i i �.,; .I� �, .MICROFILMED , . . .. .. . . . . . . , ,. . . ...,„„.,..!.,..„,. ...,....,,,..„„„ 1 "...,111PIN leltP .yam y�� „.s . 2 4 x tl tpo�tiu„„tart„„„,„ �„ .tt �otlont euro ttitlint Am ortoltott t niff ot�m t othm ooho offhtn o+n�tnt mans'not#u ' ' 11. 1 v • 5 r14441/64.4m/1/4110/INNININNYNINIrMIRIIIIIIMP . • • . 29' 8" .Headwall 6 __- — T/Headwall Elev. 235.50 Urn In i wall Connection Plates — 9 ates M, o I —f\ ==---- = - . , A\ ,,, ,,,.....,, ,,, , 0 , ms\>,),6,.... ,, _.... 1:1 _ I •I. , i (\/\\\\\\ N I I lIcfl •--.11 1 (� Ele v. 2.;01611-6 :17 '� II II • 10 ..4-• � I I �;. �-Stream Bed � ;,, '' .91" . ,� "0 \ I II F_lev. 223.0 _l_ ___I I ,,,_______ /7---- \ ."ct-Ni -I] cN _____ I___ __ _. __]. ___ ._ _ _ L. _ ___ _ _ _ _J - 4----- _ - - _� :- - - - — __ _ _ _J _ __ _ _ L _ --_ _._1 _ -1-- _,--_____-__-__ 2B -0 Span cof a I OUTLET END ELEVA T/ON 0 2' 4' 8, 1 1.---'6' 1 6' Wingwall Connection Plates 29'-S" Headwall 3.,_9„ g+' 3'-.9" ,J 1 �-- I T,/Headwall Elev. 235.66' �' • g,-0» rn i ,___ ____,..,...:1 . _ ____ _:;1 i. --- --•-• = : A • r--`-- --- --y► r ......... •r-.. I l(7 Elev.1 ------ , i ---1 P co IN 230.66 1 .0? " 1 _- ___---ter-__ I I II � -'. Stream Bed ;rl''" IOilr 1 I I Elev. 224.0 �' Ioiz''.- ---- 1----....071 --r- ---L,__ ,i f- — 1--- -- -1 • '\` 'N`j'N N•"" '"Sv\s":e"\• ./. \ ,' .'„, r — — — 1_L 1 . '41e --. 7,q-• 70" LNLETENDELEVAON — 0 2' 4' _g' , "L—C :, Precast wingw.all • ------ - \- \7i\i'\ A .2 .\,/ 28'--0„ Span co 24::: cl 3" 0 Perforated drain -28'--0" spun x 8'-0" rise I supplied with wingwall precast culvert unit B ____f B "� ii7Type ''C''' wingwall T°;ranuiar 7, c,, al ..e......,..r '.: 1; ! — 20,E 0„ _ _ — - Backfill ,.-,c...-1._,, r 1ft---10" i ,.._..‘.____......... ,;,.ti,P:..:':;s:..-7•lv.,1_•e.1.;,;'..*.*-•"'1/44/.- •:,: >' ;10 .! :.4t R , pogo;:• ,Rco o(5I T • „\\/, ., ...,,..„/„.„ ,___ _ _______ ,. • •. ...„..3",,,,,,,.......„v ,.,..„, ,. :4WY*eke\eWVVe' . • • R v ',.;<:%, //, ° ° q • �1 <` �a ��-Grout �' ° ° ' f�einfvrc%ng not shown — 1 — -- _ N a 41 c < U 9:-- for CIOr%tii ji �a 0" —gi7-1 N ______ \ i - \_ - DETAIL "C" / __ _____ _______/ f/ :* \ 4' n •-------- - ___-___--4 �_ (5) Y6 Top & bottom w/ S o #4 ties ® 2'-0" o.c. __ ELL ECTION 8"B . ,,,,-. _______,... , , \ r.,.. N .) SECT/ON C—C Leg of precast CU�Ve/ f 0 1' 2' 4, o , culvert .. \ <c), OREGON �,\ \O V .r.i 4 O► 444 1 ,.., –z-p, , ' _______ - _____________„„. _—___,Lr___.) .,C.:.). . 4 A ZI HOVESTEAD VILLAGE • Q cy \c".., 3 N h� V +:' �� )\./. �C v C d v O "Illiej • oo�pp cii N $ a 4 V V. I C5 �' \ v Q a 4 e � N � w \e/ LOUNDA TION PLAN L ill • O to 41 o 9'--0" f 11 �� —` i \—(9) #6 Top & bottom w .* [..- - - #5 ties 1,-0„ o.c. CONI PAN » BRIDGE S STEMF; DETAIL o 0 1' 4' ... .'g -§ A . ,,-.1 ta c' rn — –, Des. Dm. Cid. ".�.r 11 MGI MDJ �4GC sh11 eet Pio q/ 13009 SW 68th .r V •tea. Date C/S Ref. No. 2 • 7 o 97-0002 CU•11 - 1/15/97 Job No 5088 5088 -_--._ . Ii THIS NOTICE APPEARS CLEARER THAN THE . OCT B 1998 • DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED , 11, ., 11111111 11111111►1�1� jl�I►1iii1UI I1t�!, 1t1I 1fUJ1t f11j1 . 1 TTT I ';` : limp, i111i1� t1l1t l i licft iliF 1 `� ti ,, 2 4 , ni! I i As IOW ttlthn • 110 attltm MINI) !Illntt athtn 111110111111111 orlon tittlIM iimii min tttthnn Wm I4un IO rn,ml . :. lslm sono r ',. gm ' • I ' i � r,. t t _ 1 , . • �,-�� j • • . • �r..�...W 11.010.0* 42•11111111111110/ OFORmANUFAcTuREAND v • . • I INsTALLATIoN coN/sPAN ' • .. . . .. .., • .. .. . 6. DESIGN This work shall consist of constructing a Con/Span culvert in TESTING ANn INSPEGT/ON accordance with these specifications and in reasonably close 6.1 The culvert dimension and reinforcement details shall 8.1 Type of Test Specimen - Concrete compressive strength 13 RE.lEC��►� conformity with lines, grades, be asprescribed in theplan and the shopq shall be determined from compression tests made on Culverts shall be subject to rejection on account of any of the design and dimensions shown on drawings the plan,, or as e the liri'shed by the Engineer. provided by the manufacturer subject to the provisions cylinders of cores. For cylinder testing a minimum of specification of any offethenfo Individual culverts may be rejected 15.3 �xfernvl Protection of Joints - The butt pint made by of Section 7. The minimum concrete compressive because of the fallowing; two adjoining culverts shall be covered with a 7,/8" x 1 3/8" P 4 cylinders shall be taken during each production run. (1 1, 4 round equivalent) piece of butyl strength shall be 4,000 psi The minimum steel yield For core testing, one core shall be cut from a culvert rope and o minimum • strength shall be 60,000 psi section selected at random from each 13.1 Fractures ore cracks passing through the wall, except of a 9 inch wide pint wrap. The surface shall be free of Precast reinforced group o f 15 fo, a single end crackdirt before t d concrete Con/Span culverts manufactured in cu/vert, or less of a particular size and production 9 that does not exceed one half ore applying the joint material. A prime; accordance with this specification shall be designated by span The culverts are designed in accordance with the the Thickness of the well. compatible with the pint wrap to be used shall be applied • run. For each continuous production run, each group ofpp • and rise. "Standard Spec-lications for Highway Bridges" adopted 15 cu/vents of a single size or fraction thereof shall for o minimum width of nine inches on each side of the int. by the American Association of State Highway and13.2 Defects that indicateproportioning, mixin , The external wrapshall be either LZ WRAP RUBBER byPRESS-SEAL • 9 Y be considered separately for the purpose of testing and g and GASKET shall SEAL • . --�I RIALS - �Ol!'"^IQETE Transportation Officials, 1992 including the 1993 and 1995 acceptance. A productior•� run shall be considered molding not in compliancewith Section 5. WRAP by MAR MAC uousyMANUFACTURING CO. INC. ora roves equal. • Interim Specifications; and the Alternate Military continuous if not interrupted for more than 3 PP q al. The joint shall be covered continuously The concrete for the culverts shall be air-entrained when Loading. A minimum of one foot co' cover above the consecutive days. 13.3 Honeycombed or open texture. from the bottom of one culvert section leg, across the to of i;►stalled in areas subject to freeze-thaw conditions, composed of crown of the culvert is required in the installed the arch and to the opposite culvert section leg. Any laps part 11 ed cement, fine and coarse aggregates, admixtures and water. condition. (Unless noted otherwise sed designed134 Damaged sea's; where such damage would prevent making that result in the joint wrap shall be a minimum of six inches 8.2 Compression Testing - Cylinders shall be made andlong with the overlaprunning • ' Concrete shall contain 6 ±2 percent all-. The air entraining accordingly) tested as prescribed by the ASTM C 39 Specification. a satrsloctory feint. downhill. admixture shall conform to AASHTO W54. 6.2 Placement of Reinforcement - The cover of concrete over Cores ,half be obtained and tested for compressive 114_48,6121c In addition to the pints between units, the ' int strength in accordance with the provisions of the ASTM 1:4• (NARKINGbetween the the outside circumferential shall be 2 C 497 Specification. - " ""� end unit and the ,headwall shall also be sealed. If using 31 Portland Cement - Shall conform to theEach culvert snailclearly inches minimum. The cover reinforcement concrete over the insidebe marked by waterproof paint. precast wingwalls, the pint between the end bridge unit and requirements of ASTM Specifications e 150-Type 1, The following shall be shownthe • circumferential reinforcement shall be 1 1/2 incheson the inside of the vertical leg wr;�gwall shall be sealed with this type of wrap or at the Type II, or Type ill cement. of the culvert section: minimum. The clear distance of the end circumferentia/ 8.3 Acceptability of Cylinder Tests - Faure of any of the discretion of the Engineer, filter fabric shall be substitutes 3 2 Coarse Aggregate - Shall consist of stone having a wires shall not be less than one inch nor more than two 28 day test cylinders to meet 90 percent of the minimum • inches from the ends of the culvert. Reinforcement Culvert Section Span X C / Duringthe maximum size of 1 inch. Aggregate shall meetcompressive strength requirement con be cause for P u ve t Rise the backfilling operation, care shall be token to keep shall be assembled utilizing single or multiple layers rejection• joint wrap in its proper location over the pint. requirements for ASTM C33 of welded wire fabric, or utilizing a single layer o.` Date of rWonufacfur e 3.3 Water Reducing Admixture - The manufacturer may submit of wet e billet-steel bars. The welded wire fabric 8.4 Acceptability of Core Tests - The compressive strength 15.4 Backfill - Backfill h 9 Name or trademark of the manufacturer sol! tohe considered as all rep/aced excavation and new for approval by the Engineer, awafer-reducing admixture shall be composed of circumferentia! and faud/n.�/ 01 the concrete in each group of culverts as definedembankment adjacent to the Con/Span bridge units wires meeting the spacing requirements of 6.4 ,Ind shallconstruction and materia/ c softie. ins which and wingwalls. The project " for the purpose of increasing workability and reducing in 8.1 is acceptable when the core test strength is equal c • contain sufficient longitudinal wires extendingthrough P h include the specifications • the water requirement for the concrete. 9 to or greater than the design concrete strength. When 15, CONSIR�I I IN ' for excavation for structures and i .adway excavation and embankment the culvert to maintain the shape and position of the the compressive strength of the core tested is less construction shall apply except as modified in this section. 3.4 Calcium Chloride - The addition to the mix of calcium reinforcement, Longitudinal distribution reinforcement than the design concrete strength, the culvert from 15.1 Footings - the culverts shall be installed on either may be welded wire fabric or deformed billet-steel bars which that core was taken may be recored. When the precast ore cast-in-place concrete footings. The design No backfill shall be placed against any structural elements until chloride or vdmixture� containing calcium chloride will and shall meet the spacing requirements of 6. t The size and elevationthe have not be perrrrifted compressive strength of the recore is equal to or of the footers deepall bey shalltermined been approved by the Engineer. y end,, of the longitudinal distribution reinforcement greater than the design concrete strength, the by the Engineer. A three inch keyway be shall be not more than 3 inches from the ends of the formed in the top surface of the footing three inches Backfill against a waterproofed surface shall '�. MA TERiALS - R !I'J I ' NT ANI '/ 'R culvert. compressive strength of the concrete in fhet group of clear of the inside and outside facesp a be placed carefully to avoid culverts is acceptable. of the culvert, damage to the waterproofing material: All reinforcing steel for the cu;lzrts shall be fabricated and unless specified otherwise on the plans. The footings placed in accordance with the detailed Shap drawings submitted by 6.3 Bending of Reinforcement - The outside and �?4.1 When the compressive strength of any recore is Shall be given a smooth float finish and shall reachga Mechanical tampers or roved • P pp compactinG equipment shall be used to compact the manufacturer circumferentia! force rc/nt steel for the corners inside less than the design concrete strength, the compressive strength of 2,000 psi before placement of all backfill and embankment immedi r ' r the culvert tial r in bent to such ane le that is ate/y a�co.ere to each side of the culvert 9 culvert from which that core was taken shall be the culvert sections. The completed footing surface and over the lop of the culvert until it is covered to v culvert minimum depth of one 4.1 Steel Reinforcement - Reinforceme,�t shall consist of approximatelye culvert rs equal to the configuration en an of the culvert's shall be constructed in accordance with gradesP re;jected. Two culverts from the remainder of the shown on foot. The backfill within four feet of each side of the shall be welded wire fabricemecvnlorminq to ASTM Specification A outside corner. group shall be selected at random and one core the plans. When tested with a 10 foot straight edge, placed in lifts of eight inches or less (loose depth). the surface shall not vary more than 1/4 inch in 10 equipment shall not be operated in this areaor Heavy compaction 185 or A 49? or deformed billet steel bars conforming shall be taken from each. if the compressive f P over 6.4 Laps, Welds, and Spacing pset. Ifa precast concrete footer is used, the is covered to a depth of one foot. the culvert until it to ASTM Specification A 615, Grade 60. Longitudinal p P g - Tension splices in the strength of both cores is equal to or greater distribution reinforcement may consists of welded wire circumferential reinforcement shall be made by /oppir.g. than the design concrete strength, the compressive contractor shall peepare a 4 inch thick layer of fabric or deformed billet-steel bars. Lars may be tack welded together for assembly purposes. strength of the of that group of compacted granular materiel the full width of the Lightweight dozers and graders may be operated over culverts For smooth welded wire fabric, the overlap shall meet footer prior to placing the precast footer, of compacted cover, but tonsearth P o u vents having one foot r requirements of ACI 12.19. For deformed culverts is the remainder. If the compressive heavy moving equipment (larger than o D-4 Dozer 5. MANUFACTURE strength of either of the two cores tested is less L weighing in excess of 12 fon thedre wire fabric, the ! 12.8p and 1 .19eP the t 15.2 Placement of the Culverts - The culverts shall be greater) shall require two feet of cover unless having ktheedesi n of eight psi ct than the design concrete strength, the remainderq cover is less than 5.1 Mixture - The aggregates, cement and water shall be requirements of ACI 12.7 and 1218. For deformec' uillet- placed as shown on the Engineers plan drawings. two feet. !n no Gose shall equipment o era ' excess • steel bars, the overlap shall meet the requirement:.' / of the group of culverts shall be rejected or, at Special care shall be taken in settingthe culverts fo P ting ppv the design load proportioned and mixed in a botch mixer to produce a the option of the manufacturer, each culvert of the true line and (HS2C or HS25) be permitted over the culvert unless approved byCon/Span.12.2. For splices other than tension splices, tie grade. The cu/ver�`s shall be set on P/` . i homogeneous concrete meeting the strength requiremen.isthe ,�emainder of the group shall be cored and 6=� "• of this specification.rThe proportion of portlreq overlap shall be a minimum of 12" for welded wire fabric accepted individually, and any of these culverts X 6 masonitey or steel shims. A minimum of 1/2 inch Any additional fill and subsequent excavation required to or deformed billet-steel bars. The spacing center toq provide this • cement in the mixture shall not be less thou 564 pounds that hove cores with less than the design concrete gap shall he provided between the footing and the minimum cover shall be mode at no additional cost to the project. (6 socks) per cubic yard of concrete. ce.�ter of the circumferentia/ wires in a wire fabric strength shall be rejected bottom of the cu/vert,fs vertical legs. The gap shall sheet shall he not less than 2 inches no.- more thou 4 be filled with cement grout • (part/and cement and water As a precaution against introducing unbalanced ced stresses in the culvert and • • inches. For the wire fabric, the sparing beam.- to 8.4.2 Plugging Core Holes The cote holes shall be or cement mortar composed of one part portland cement wingwalls, when placing backfill at no time shall the difference between 5.2 Curing - The prerost concrete culvert units shall be and three parts of sand, byvolume, the cured for o sufficient length of time so that the center of the longitudinal wires shall not be more than plugged and sealed by the manufacturer in a manner o�ume, and water.) heights a' till an opposite sides of the culvert exceed 24" concrete will develop the specified compressive 8 inches. The spacing center to center of the such that the cls/vert will meet all of the test strength in 28 dogs or less. Any one of the following longitudinal distribution steel for either line of requirements of this specification. Culverts so Backfill front of wingwalls shall be carried to ground lines shown in reinforcing in the top slab shall be not more than 1F r the plans. • methods of curing or combinations thereof shall be ,solea shag be considered satisfactory for use. used: inches. • 8.4.3 Test Equipment - Every manufacturer furnishing 5.21 Steam Curing - The culverts may be low pressure, 7. PERM/SSIBLE VAR/A RON cu/vents under This specification shall furnish oil steam cured by a system that will maintain o moist facilities and .•e-tonne/ necessary to carryout the i atmosphere. 71 Internal Dimensions - The internal dimension, shall vary test requirer/. not more than 1% from the design dimensions nor more 75.2.2 Water Curing - The culverts may be water cured by than 1 1/2 inches whichever is less. The haunch FINISHED GRADE any method that will keep the sections moist. dimensions shall vary not more than 3/4 inch from the design dimension. 9, JOIN Tc • 10 5.23 Membrane Curing - A sealing membrane conforming to C+� COMPACTED MATERIAL ~ The culverts shall be produced with flat butt ends. The ends of (SEE CHART BELOW) / LIMITS OF CRITICAL 7.2 Slob and Wall Thickness -- The slab and wall thickness 4- ? BACKFILL ZONE (C.B.Z.) the requirements of ASTM Specification C 309 may be shall not be less than that shown in the design by more the culvert shall be sr,cl► that when the sections are laic -,, applied and shall be left intact until the requiredtogether they will make a continuous line of culverts with a �- �'� `-- applie to compressive strength is attained. The than 1/4 inch. A thickness more than that required in , smooth interior free of permissibleiab/e irregularities, all axes 1 N o 4 e concrete temperature at the time of application shall the design shall not be cause for rejection. o compatible with the variations - in Section 7 rr` AWe 0 4 'a o be within t 10 degrees F of the atmosoheric 73 Length of Opposite Surfaces - Variations in /o 'n The pint width shall not eviceed 3/4 inches. rb► ;rj- • temperature. All surfaces shall be kept moist prior N 9 ��_ li lengths of two opposite surfaces of the culvert shall o a r to the application of the compounds ,,;d shall be damp10. WORKMANSHIP ANDFINISHoma ' when the compound is applied. not be more than 5;'8 inch in any culvert section, Irr� . a except where beveled ends for loyyn; of curves are The culverts shall be substantially free of fractures. The ���' .d---,r1�r7 53 Forms - the forms used in manufacture shall be sufficiently specified by the purchaser. odd 4',0" MIN. ends of the culverts shall be normal to the walls and centerline INSITU 11 rigid and accurate to maintain the culvert dimensions within 74 Length of Section - The underrur; in length of a section of the culvert section, within the limits of the variations SAIL ,W` INSiTU the permissih,e variations given in Section 7 All casting shall not be more than 1/2 inch in any culvert, given in section 7, except where beveled ends are specified rr a SOIL • surfaces shall be of a smooth material. The surface of the culverts shall be a smooth steel form or r �• o eta 'II- rigid troweled surface. Trapped ori pockets causingsurface defects IL ! TIGARD �`�� 5.4 Handling Handling devices or holes shall be permitted 75 Position of Reinforcement - The maximum variation in OREGC1.N shall be considered as part of o smooth steel rant finish. SPAN in soon divert for the purpose of handling and setting, position of the reinforcement shall be ?,2 inch. 1-".---_ __ I . In no case shall the cover over the reinforcement be lees EI.�V -I 5.5 Storage - The culverts shall be stored in such o manner b tire" 1 1/2 inches for the outside circumferential steel 11. REPAIRS a -� ?ss than 1 inch for the inside circumferential NOTES prevent cracking or damage. The units shall not be stored Cu/vents may be repaired, if necessary, because of imperfections 1. SEE CON/SPAN SPECIFICATIONS SECTION 15.4 FOR BACKFILL SPECICICATIONS. m an upright position until the units st ength is a :tear measured to the external or internal surface •2. FOR FILL HEIGHTS LESS THAN 2'-0", THE FINISHEDHOMESTEAD (/,1rin manufacture or handling damage and will be aces t00% if GRADE SHALL 6 . THE BOUNDARY VILLA vE '� hF •ulvert. These tolerances or cover requirements P � LINE FOR THE C.B.Z. minimum of 4,000 psi in the opinion of the purchaser, the repairs ore sound, prvper/y 3. BACKFILLING OPERArONS WITHIN THE C.B.Z. SHALL • 2 apply t • mating surfaces of the pints. finished and cured, and the repaired section conforms to a BE PERFORMED ,� LIFTS OF E lh OR LESS (LOOSE DEPTH). requirements of this specification. 4. MAXIMUM DRY DENSITY SHALL BE DETERMINED BY AASHTO T-99 OR OTHER APPROVED 76Ce Area of Reinforcement The areas of steel METHODS, '.6 reinforcement shall be the design steel areas as sh^wn /� / 5. BACKFILL SHALL BE COMPACTED IN LAYERS UNTIL THE DENSITY IS NOT LESS THAN in the manufacturers shop drawings. Steel areas 12. INSPEI�T/ON 95% OF THE MAXIMUM DRY DENSITY. . IIIN �' greater than those required shall not be cause forkip _ The quality of materials, the process of manufacture, and the SPAN FILL HEIGHT ACCEPTABLE MATERIAL ACCEPTABLE MATERIAL f44 w rejection. The permissible variation in diameter ofINSIDE C.B.Z. ,/ finished culverts shall he subject to inspection by the purchaser. - " OUTSIDE C B.Z. i ` any reinforcement shall conform to the tolerances S 24'-0" > 12 -0 Al, A3 �` prescribed in the ASTM Specification for that type of *" r 24'-0" < 12'-0" Al, A2, A.3, A4 1 �1 .. icONS SPAN ® RE'TSED 4/4/96 5PEC?.DHt reinforcement. ** '� BRIDGE SYSTEM: • Rf.LASED 3 3 96 SPEC 1,DWC '# " a, RINSED 11 14/94 SPECT.D WC liiiiummmi EMBANKMENT MATERIAL PER PROJECT SPECIFICATIONS 2 1 t+ REVISED 5-25-94 SPECI.DWG tiJ �� �. o o REVISED 9-10-93 SPECLGWG a 7 DPr. Drn. 1 Cyd h MGC MDJ MGr. Sheet No. BACKFILL REQUIREMENTSV) �� 13009 SW 68th SIT 97-0002 �_���- • Dote Job No. C/S Ref No. e of 21 -+ 1/1,/97 5088 • 088 I' IF THIS NOTICE APPEARS CLEARER THAN THE • OCT 81998 • DOCUMENT,THE DOCUMENT iS OP MARGINAL QUALITY. MICROFILMED .i1,1 +1 1Met 111111111111 llootivil � I'Iflllipiiii El witiiiti 1 t1 li f ifIlif iff l rftllitrE fi1f " fluff t r:;k ' ;f11.111111111. 111111111111 r d S Dri.....126T1.10N a yi�iiiii �hta frrrlrm rrrrlrnr mom tnrlrrrl rrrrlurr rmhin + 1r!+!,,,nlrrn r rrir mho rrrinr1 rrul r rurhm,rulrrrr rr�rlrrr�pli m mho " r ,! , ,. ' , t : ,. ,". x 1 . • r • I �� I. - . , y 11• • 6 • •�i•r-..•1�■ .1....s .�. A vim. SIONMatanalv. • . � 4C3 C 2dlit ' s0 f') O ui U a- mu NN2 Llo f O 6tiZ itG 00t !UQ • • 0- ticalle i3 � Zrn 1. KEYSTONE STANDARD DETAILS ARE SHOWN ON SHEET C71 vi 2. REFERENCE DIMENSION PLAN (C2.0) AND GRADING/EROSION CONTROL PLAN (C3.0) 6 ,., ti _J x 4 z 3. INSTALL KEYS TONE WALL PER MANUFACTURER'S INSTRUCTIONS. a Ur- a - • 4. CONTRACTCA TO VERIFY ACTUAL QUANTITES OF EACH UNIT. INN gii . • : kx,,,, iz , .. I . --__ -i ' - :s..t PROf"--(1.> 1 .: , �NG 1fVf�R -0* , 015,7 ; K,,...Oftgb2 *1)4,4‘I 1 451419‘t ' 1 APPROX. 1-••••••-- 11.37 EXPIRES 12/31/98 • 3' 51 ! _ 9 • TOP OF WALL - 236.33' I -'"" (6' ABOVE GRADE) .■�.. iiiiiiiirinawkwortaNitidlimistriom•�r■ . ..;..;. i .; . •.�■.�..rw�e...�•....,..e~..- r.■..w...�.• � � , .....■ 11.11■L.1 .-1.11.11■ 5I1r■a...�..,.-__ . I ■1 il■11■11511511511■11■ ■ 5§ 511. . 11111911611 i r: 1■11�11a11■11.11.11■11■il.i! u1■1ir11.11■Ii II i1■11■�II■1I■11■11 11■11 II 1 ■11 II■il■11■: 1 ■_11511 "amii GRADE.111111111/ o BASE OF WALL *'....rr�1111M1 . . . 1 ,.;1.._...;. . .. . I■I1■Il51I :Nil I■11■1I■11*11■ 1511.11 il■11■Illl�I •II■11■I II■11■11■I II■11■II.1iI ,! "'l.111r1 11■I1■IMI■Ir �rw�r�'> �. {,tf„�. � �4Z , • . ,.. r,. . .I �1�•�IIIn U a I II III■IUB 1■11��■II■II.II■IIrt1'!�.■�rrull■II 1■i1■1 1■1r1: • r✓ 1 .. . . . _ .. .. ,. . .. ,, ,, . .. . . • . •........„ . . , .. . , • . . _ . , . . . .. . . . .. . . .. , ,. „ , , . , . .. , , _ ., . ,, • • ,• . ,•.. . - ...:. .•.gym ... .. ., , aF1'll9r � ., • . . . .. ... , .. . mt•l . - , . . . . . . r , _ , . , ,... .. - iiiimo . . . . .. . ., . . , , , . ., . . ,..... , . 44' ) ',.'.....: OAP UNIT vor 2. Xa 0 � U WW - r se. �w ►te+wi salt GOO User--.\\ r . u+I� utwlrWt[ SOL (C U z E- _ t1. 00ckiN2 (.907 T..._,....._,........ —cuArta RAIL f7ca Z Clr• cooJ _ 1�._.r- _ y� 1w1 1i _-tel' � 4.fIY'11 QO+ �AY/ a1l /�rinfrif 1 �. -. (�r o• �� M•1 MM.i nYi /��� �, w �— 11 I) ti Z �', FLcw/h u�ll «� cu/1� u,ll �ir1M� 1u?l -` 1- �b e r OIC . , w < • __ 1 ]� N• LY �•�/71 '`Ir 7• d:- - N)lYe101fl GM'le/t r 1N1 tpl iOt>Wti fOLSTANDARD PE1 RATE ` Nat I6 • El.v. T ' lIS•!UC N HZ t]iSsElsss,-�-_. a.o ►nrm�-_ I aso sowsarn UNIT �\ uNtr _ aJarfR �,�� --...rr ._.r• c y IL " a Z • r. a•,ax. iff 'cv ri I-- LL a.--... !INF, • • , 4143 +-+ - I ecswm waari 1.00' '� ,_.T 3' Q•� L I- U- _ J Qtoo 1 .;* , ilk --Cil . ® _ f r r Mr TOP OF WALL SECTION ,.,r..,i.r �" ' __ `_____��T- / N•f1°saeoRamstaantt -`�•7...._ — „ I ��anl�., MaoILL GUARD A 7FT, yrr� k►Ia "r .. •, w.r�— ,, •ltowatt>m saracnu. �� NONE • -aeefaD n Nik,S ' "1eI 7 _ tirto>wo Mu _ _.__ _.__.1 . Z�` ! - ,1 r'"_- s I ��,r 5 TIN CIQN R_E__TT BARRIER DETAIL SECTION - CQNCRETE , AR R T i OR LR FENGr. -- NON-'SHRINK FLEXIBLE PAV M NT ESICN I- _ TYPICAL GRAVITY SECTION FOR wl�,NG -E-- ---D FLEXIBLE PAVEMENTDESI N +UMB9zL [10G1At1pN i11f[ eoM API7 17-1110x. STANDARD . co NONE -ry 40 srANowm Nam NOM dpi1 fSTANDARD UEIIti aLSECrial TYPICAL RFINF JEER �EC`_TIONJ 2' Ow 6�wrYMe+� Me:. Oc Nly�iilwwNsllwiSCALE: NONE s011t� woN1T �� i , "T - r ivt vExncu � O �°"i.�'"r"r.r..ui �` tr+.rrw r�rlipmev�ill ac la , '*61P1li ::, • �w°Hid s� ��r.r�i 'w:'�w"«r"'wlt. (40e2....\\ t�ib� r ss.t.Il..ea.retw . -" • TOP OF WALL SECTIO . OW MI UCS' *ORR at �0• • r r.r tow,�w>tat sat awunr� r k.iuow l�aaett saltF NsCt NaNe �"W �, ' ;6e....._52_0.10C /R♦9'OIC2E • uslr►� i �� _ut1iMC leer i1 cM u+ir • ,5 OrCJ IftfaifQCAr!e!C1C CL4 TyP•7D --M•rrJnGl�slolt owllwc uNrr_. I I r 1rN uoar rronlststc toll1.00' , T. - - NES -fir•— ,warr cow � .r-urrr oolw ru llr�ns+m MaraNON-s►� , , Jt.r N/ sirs ► {1' �\ -- - Tac '1 :� w.rac5i[E FEIK£ _i/Chij + ____ eMOL 3 IIOIOtt�plp MaOta�or�` �I -uN=10 1 CAPC+it RNUNa b.tlarEl _-- nleieD YIIiIY[ NIONCED ` r--I�cn�lm MCtORLui�0 ��t _ w •--'•' \\ STANDARD • a.__. '1111 UNIT Ili 2' Oa MIP •" ---------C-. MIN uNs °• ~{f nabs UNE MUM MD—/s' 1---2.---I all ®UM Ti N - CONCRETE ltvasa PAD .• UMW) r CONCRETE .-� G BARRIER U T 1 ,� =(�14N — CONCRET_E FARRIER DETAIL • CONCRETE SIDEWALK DESIGN CONCRETE SIDEWALK i 1 REINFORCED SECTIO• N van �._.E WALL SECTION ES GI'y SCALE NONE SCALE: NONE 1XX UNITS - ,' SEMIS( �(Pjl;��,, REINFORCED SECTION rte, HOLE NONE calPAc UNIT - NEAR vERTtreo WALL FENCE DETAIL �'�`SHOW rwwAs�w WAL ..ANL 2 . �� 5�'yc• NONE 6�w►.1eMd>rOOLra Nt�liwwMr dm ibt GTIyy��MY'iOLa� E 1rrYWV3CISA 418 14 .. 0 Al�Mflidwd I[» VMN . . i/wOnW Ira fYlt o19d 16wc Y b Mwl�d/M�rM Sir Z 'lits details shown an for information u �` o� a. lb— KEYSTONE Designed By: r.e.s„r.rr«e�.�. P only • ._.. AA aie�eso and should lot be used for Sino! design without `he Retaining Wall Systems, Inc. •.. _� MAIM 3�,� yet TYPICAL SECTIOPE The details shown ars for infolmotlonai u J1e< o•t� r KEYSTONE Oesigneo By • TOP OF WALL DETAL2 II rwiew of a quopfiad engineer. KEYSTONE accepts no - - 444 West 78th Street Checked By: purposes only should not be used for final design without the review Retaining Wall Sys erns, Inc. liability for the inproper use of these details, _ _ Minneopolls, MN 55435 of o qualified engineer. KEYSTONE accepts no nobility 4444 West 78th Street Checked t3y (6i2) $97-1040 Date: 8/24/94 Scole:1/4' project No; ()rowing No: KEY_O1 for the improper use of thaw details. ----- Minneapolis, MN 55435 _ 612 897-1040 • ( ) Date: 6/23/94 .Scale: 1/4" is 1' Project Na: Orowin9 No: KEY_03 8 LAI .. x. . . . J l'i. 80 0,®,°�0� ,0 --'3 car 164w LMr :'.t. U. p :, 4- CAP UNIT 4I. 41 . l'i.; . • ALTERNATING COURSE.: 4/111111r$A.k.... a MOM WI lir �.' • . . WITHIN \--(2)-4* GIP 11rN1E OR4. co .••. - 111 PPP.� � I iI 1 ' °ALI , Wilt a \. , , . .. . an �:• ..•. .01710".07....,8.0 ��. ...� • l:'s fl \--;‘) eI Tali■ rims. rorwa Mu r two lir • • .•k ' - T . 4111.Z2> INNINIt )1 ��� rimIt NI /Iv , miximmeme IIII • •tia1amolr►r Try sE ON uata "' .. N %�... ... •__ °wur'noe F1st �� �~ rucepu r °O°°i�uuor°t"M t• ' 3TANLIIIRD UNIT i Mo sraysL sills<Kl ---�� ---� 4. ,yam .MAIM�'� 1111111111111111411 4. Z'l i .I ..; 'i TOP OF WALL STEPS',ill...1m 1.•I Mal rl10 C�► - acouR PRprLcruN °'®'°•t°SOS°'i°�O�° I WRAP OR roma sAAIE hi11e : 1. 4 • oto ally IN ARG , ;:.� ,:' :; M �+ :. �`�J • • oultc.r a r; a. ;� y�.� �'•.'r:•+' I•1 r NEXT Q,UR9E1<L r ew • r •,• •. •• •�: ♦ 'MOW Mil aw,aa,ls • 1 'PI CAL DETAILOPP - • . � RIPE- O�UTLE•r ELEVATION CONSTRUCTION ABUTING WALLS . KEYSiONE. jANDA ;D liNr,T srtc� NONE• '. UNIT FACEll I CRIa/'PIN COIMf.C110N Ela N 1SEYSTONE STANDARD UNir EaraNE ANDMES LNR 1 I� aoor� uo� PLAN SCALE: MONS 1 I/4. +/-- }, st�ncc NONe MIAOW ' ► .�/ • REV. � DATE BY• . VI al ' 1 crl �o mei FILL Ne I'ASISC '•y, i11 6 t 4 I t _La_ I---. • I ' -1 I I i +' CAP UNIT 1PIN I cuss ti t`1 t7> t(�rl r ofd 4% KEYSTONE STANDARD 'LN(T II. MI `` IV , ftfitr�l`�j/i ~ ✓, Baca: NONGRID E .t.a.,_. ;�� - -� - - • REvisED r1 �M 11�, u=, C�tCI a tao x6Nw i NOT �a s{ gip 1' 7......0C:;°0 ;t O I Arx�TTACHED ,+OaEnlot ossa cArsEx .--SAw OUT ► a♦ _ _ II 111 �,� � _ r asoxo N TO e[I'tIIC�OM tswr ,11 �' ''' " l c�Nnaclolt ro Plta�:nsrRat•Tc °0 •=o.'.��'�8 :0' '° cOwpiec uNrr-� - 1111111110 - u �tIt�at�vwottr � °�., Ns►skcNlu s�wE As Rs " �;�r� �:r■ SEAIeKR PE9 & ACreEK ; i , _ ��uww■w, inOtNTt raw"ut °IR uck oanaERN.. - r TTP. u•Olottu srrsNtlNo �aetE>RQ ;� a i. • : • - "• ► ��igNIIP: CRUM) raft WOE .• tINRr:TlsoRcm e-NateTE • F'RC�JEC:T NC?. TYPICAL f.JETAIL410 �"° r pilir''_ �-Y,MI • RACE OM_ _. II''��•r�i �. s, TION A�E1 N101Q+iL .0STAN ARCUNiT AT OUTLET LEVELING PAD AND ST%P DETAILSIr PICAL COr�i�lE � DETAIL v+ WALE Nora >G. �oNc • ---- 01 — DATE, J RO 12 97 • rax DRAWN RDB • KEYSTDN��4MPAD UNIT KEy;TUNE c4MF`AC_UNIT J PLAN - MIT FACE' sack NOME ISOMETRIC XEYsroNE coM_PAC_MX( - _ _ ro Ciba/PUN CONNECTION.-- w.ert� --~_-_ sart,NONE sow NDMi iamb NONE GESIGNE'J RDB r . ,� The detop� shown are for informational 'ts only purp�. y ._•is-- KEYSTONE a�4 Bfr CF 1ECKE��� �, and shrub not be used for final design without ;tie --••• Retaining Wall Sys terms, Inc. '� �`�` yy `/i- The details FJ�own ere for Informational es KEYSTONE By: —•• revs-.w of a qualified en;�ineer. KEYSTONE accepts no �- --- 4444 Kest 78th Street Checked By: �i epos only �'�M° Dpign•�d ��abrlity for the improper use of these details. _ Minneapolis, MN 55435 and should not be used for final d without the - ketcinin�� Wall Systems, Inc. ys ' � SHEET TITLE --- -_ ...L review of a qustfled engineer. KEYSTONE accepts no �� _ ens 4444 West 78th StreeKenTorte t Checked Bw WALL (612) 697-1040 Dots: 8/25/94 Scale: /4" _ 1' Project No: Drawing No:KEY_04 liability for the Inpoper use of these details. _ -- ------- Minneapolis, MN 55435 ( ) Die: e�1%/94 Scale 1• . 1' �"- prrrect Na Drawing No KEY_o2 �' DETAILS i o'n, - 612 99 7-1040 I -- I • U SHEET NUMBER a� C7,1 . c' 2 i „Li 13009 __________ _____ ___ __ _ _____ .. SV1168th -' _____--~ ---SIT 97 0002 _________ --------.- _i_ ___ _ i . _____ _____________ 0of21 IF THIS NOTICE APPEARS CLEARER THAN THE - OCT 8 1998 OC'CUMF.NT,THE ^^�UMENT IS OF MARGINAL QUALITY. , MICROFILMED 11111,41(11IIIIVIINIII 11'1 1j� r t� f111111111111 1 1 ! ;..i b; :ori �; . , WW1 111111111 1111111111111111111 !AN 111441141 Aa '1111#110111h1)* Iti ltr ittrltiti ttlrto i►tllnr noloo rn Pt.Mt111ni'Hnlltrr 1rf tiff ; NII` ‘.''''i.'',' ; . .' n ' t • + • \ , ': , 1 •-4.„.: .. ., .,.. ,. .. I iii, �� •M11•4111•IMIME.............. %. Aiik._ 41.111.4.11 . 11•NIMMINMII......r..... ...................... O Nt�� H cc, Plu WUYtr, Omw : a (Nit., !9 = cr tri Cl (9 2 h U FENCE NOTE? 0 g ci i z cE FILTER _ ANGLE BOTH ENDS OF FILTER FABRIC hJ 003 W 4 • =ABRK' � FENCE TO ASSURE SOIL IS TRAPPED ' CONTROL, IdOTE� d o to to w MATERIAL 1 , z o � � /,� /` 1. THE FLTER FABRIC SHALL BE PURCHASED N A. C C�NTiJOIJS ROLL CUT z 14.1 u TO THE LENGTH OF T ISE BARRIER T'O V 1. AF'PROVA! OF THIS EROSION)/BEGIN < Z </ , n_ A OILS U EROSION/SEDIMENTATION CONTROL (E.S.C.) PLAN DOES c„ USE Of ,,ENT.,, WHEN NOT CONSTITUTE AN APPROVAL OF PERMANENT 1 ~ o 4' \,`;/ JOINTS ARE NF CL5;�A RY, FLIER CLOTH SHALL BE SPLICED AN_N I k._A ac x 4 INTERLOCK 2x2 POST > LU fOGE fHER DOR DRAINAGE r� , 2z ONLY A C A SUPPORT POST, WITH A MINIMUM 6-NCH OVERLAP, AND DEQ (E.G., S1ZE AND LOCATION OF ROADS, PIPES, RES i RICTORS, �i 0- I-tw- �Qi ? d .� 7�i�X AND ATTACH vo Q��' , BOTH ENDS SECURELY FASTENED TO THE POS f, OVERLAP 2" X 2" CHANNELS, RETENTION FACLITIE5, U;LITIES, ETC.) P % `t nriftay POSTS AND ATTACH AS SHOWN. "-'f '\� ' %`� 2. THE IMPLEMENTATION OF THESEE.S.C. PLANS AND THE CONSTRUCTION, ,���: Nara 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE MAINTENANCE, REPLACEMENT, n,ND UPGRADING OF THESE E.S.C. �� FACILITIES IS THE RESP�' ,.� �'� '1111 , CONTOURS WHERE FEASIBLE. THE FENCE POSTSONSI CO 1. BURY BOT EJM OF FSHALL BE SPACED A BLITZ OF THE APPLICANT/ 1.1/4\14‘ iiitil CONTRACTOR FABRIC 6' t 'J SyQ ^ i' MAXIMUM OF 6 FEET APART UNTL ALLr' �Zp ,�-� fit .jI' AND DRIVEN SECURELY IN I'0 TFC GROUND A CONSTRUCTION I.., COMPLETED APPROVED AND 2/"ERR2 TICALLY' IrELOWFIN,HEp GRADE.`� v�- MINIMUM CUF 24 INCHES. VEGETATION/LANDSCAPNC:� IS ESTABLISHED,,s'� lt'E' �� ,�' '' a �' - 2. " FIR, RINE, OR STEEL ,�� - `� v NFENCE POSTS. 3. THE FILTER FABRIC SHALL HAVE A MIN/MUM r 3. THE BC�IA'JDAI7ES F • v UM VERTICAL 13JRIAL OF 6 O THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL Et 02E, ,.�"v^ � ,DQ o. So. MEM 3. STITCHED LOOPS TO BE INSTALLED INCHES. ALL EXCAti ATED MATERIAL - BE CLEARLY Q.�� .O v. . �,7a FROM FILTER FABRIC FENCE L FLAGGED N THE FIEI_!J PRIOR TO CONSTRUCTION. DURING n .o. n q V. ON Ur'WLL SIDE OF SLOPE. THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED • vd v �Qo v * 4. COMPACT ALL AREAS OF FILTER FABRIC IN1SI'ALLATIUN, SHALL BE E3ACK.R=LLED AND COMPACTEt�, ALONG THE ,,.� v.pNENTIRE: DISTURBED AREA. CLEARING LIMITS SHALL PERMITTED. c '"v/ N ill ' v.° v.a d .Q.tia�°: • v. ao ® TRENCH. BE THE FLAGGING HALL BE c\� ;c,IkF FSJ� MAINTAINED BY I HE APPLICANT/CGS 1TRACTUR FOR THE DURATION OF F r U .a 4. STANDARD OR HEAVY DUTY FLIER FABRIC FENCE SHALL HAVE , 4r15.768 • a� n.: D a • 0.4 .0;k.04. nN FILTN2 F�;BRNC MA�7E',tIAL 36" WDE ROLLS CONSTRUCTION. `1111 b.��.d4„13,v.�, �o �, ao O v _ MANUFACTURED STITCHED LOOPS FOR 2" X 2" PC'sT INSTALLATION. • `� d. . ,4 ''''' • :::::i ........... .... : i==s: STITCHED ; OOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE 4. TEE E.S.C. FACILITIES SHOWN ON THIS !'LAN MUST /�� OFtE /� „:\> R=25' MN. Q.: b.p. O.a,v.-. • '''o . eIi �•_•_ :_.: BE CONSTRUCTED N v. �; v •• • .4. a . ```` ;,_� • ,_= SLOPED AREA. UNJUN�-T IC7iv WIl'H ALL CLEARI�iG AND GItiADIrJC: AC E IVITIES, ANU N `'�,i+� 2t Q� SUCH A MANNER AS TG INSURE THAT SEDIMENT AND SEL�MENIT-LADEN01 �zW �' CLEAN Pr RUN OR 7-MINUS GRAVER. O o v (��O�a: (V c : c 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THY HAVE SERVED WATER DO NO ENTER THE DRAINAGE SYSTEM, `b fl `�.o v. v Z� °° ROADWAYS, OR VIOLATE EXPIRES 12 ti. Quad • moo •••. : THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN APPLICABLE WATER STANDARDS. /31/98 ` '' PERMANENTLY PROTECTED AND STABILIZED. SUBGRADE REINFQRCEME-N o Q . v a.: Y, /., /••••, \\ \\ \ \�;__-: \. v o >'�a v L /../%///E////\ � 1 �� 5. THE E.S.0 EACH. !TIES: SHOWN ON THIS PLAN ARE THE MINIMUM GEOTEXTLE, AS REQUIRED V. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY REQUIREMENTS EOR ANTICIPATED SITE CONDITIONS. DURING THE a ' �G' J- -- - N.< '''.--vq%, c2<,r ' j,b>N �� `- APPLICANT/CONTRACTOR T./CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT CONSTRUCTION I'EROD, THESE :.S.C. FACILITES SHALL BE UPGRADED AS 'Q� 6' MAX. LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REIN"AIRS NEEDED FOR UNEkPECTED STORM EVENTS nn�D 1�0 ENSURE THAT SEDIMENT • �•,; 8f'>,--E • y„, SHALL BE MADE IMMEDIATELY. AND SEDIMENT L. JEN WATER DO N�JO"C LEAVE THE SITE. Minn V 6. THE E.S.C. FACILITIES SHALL BE INSPECTE=D DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE GRAVEL. CON UC T IOIV N �1� THEIR CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING NFS �,P 1 YEAR WARRANTY PERIOD AFTER CONSTRUCTION. NTS 7. THE E.S.C. FACILITES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 0 1 . • 8. AT NO PME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO a••• ACCUMULATE WITHINA TRAPPED CATCH BASIN. ALL CATCH BASINS AND2 4 CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERA TION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO C THE DOWNSTREAM SYSTEM. 1 6 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 6 5--; 6_• • BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE 0 THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. tiim ? , ? • __ / T-4,ti� STAKING OF BAGS MAY BE `� ;% �s.F V REQUIRED USING (2) 1" X 2" E`�� � lir �I,.N,tmt►j __=' ► � ` 7�' r WOOD STAKES OR APPROVED $PR N,1 1., i ,�/ �• S EQUAL PER BAG. ! � WEATHERCONTROL MEASURES ___,___." 10,I,IIIJ)) .1110101 'r %„ i• mercy . nununu I , / 4,'6'#0,./ 1• GROUND SURFACES EXPOSED DURING THE WET SEASON (NOVEMBER 1 THROUGH APRIL 30) I I' nnn. t �RII ��:, SHALL HAVE TEMPORARY GRASS COVER MEASURES FULLY ESTABLISHED BY NOVEMBER 1 OR IIIIIIIIII �/� OTHER COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE �,,I ,�,u' �41,�i!�Illa' //f//�4/1' IS ACF N-v O ERAGE / • 1= ED. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY `= N MAY BE USED �%�� ';. f ff NOVEMBER 1, IT IS RECOMMENDED THAT SEEDING AND MULCHING OCCUR BY SEPTEMBER 1. '`c SHORT TERM y W/ UTILITY Vee ,-,4 2. HYDROMULCH SHALL BE APPLED WITH GRASS SEED AT A RATE 7F AfellOWN ' j �i '`�; 2,000 LB./ACRE. ON SLOPES WORK AND Wi ,, %/�1" � \ o // STEEPER THAN 10 PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING //'.�/. r//i � AGENT PHASING OF %i'/��`/r~ //���/.!!r �/ ,V7/r (BONDER). APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH SEED SUPPLER / DEVELOPMENT. / ��'l� l��%�� ,� j:::-;%:/// j� RECOMMENDATIONS. a,- mi Il�lllllllf; ''I.'►nlU,l ,,„ ,,, �`,,,v, • .' • I�,ti���l, I IIIIIIIIII )�ill�llp (f��� / ,� 3. DRY, LOOSE, WEED--FREE STRAW ,,;*D Vic' MULCH SHALL BE AP°LED AT DOUBLE THE HYDROMULCH *NI Iii► ���� /�� it ' sr,i�, APPLICATION k-QUREMENT (4,000 LB./ACRE). ANCHOR STRAW BY WORKING IN BY HAND OR WITH 1�I,IIu_ -_ ',!�'1�11' 'yl�� � �' / E UiPM (ROLLERS, G !1�,1i .� i,� �t'' i�tA ii Q ENT (RO' CLEAT TRACKS, ETC.). REV. �f3ATI_ L BY (!!IIIIII!'�I,; — �''I!14i1�11�1 ry ' ''`1 U • .��, i 4. MU CEI SH. .L[ BE SPREAD IJrVFOP�v1LY IMMEI3�ATELY FOLLOWING SEEDING. EL �_____��� CAlnimalr w f " , � 5. SOL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO LANDSCAPE P PLANS, I '� i.. ' �' it / CAE IF AVALABLE ���� hi�y � '" ,��/ OR RECOMMENDATIONS OF GRASS SEED P Kl, /'y SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE ROUGHENED �.._L___ BEFORE BY TRACK-WALKING," (DRIVING A CRAWLING I • hill f ;����/� / /� /�'���;''� !%�� c SEEDING L CTR TRACTOR AC UR UP AND DOWN SLOPES TO { �' �� /� iv� �'/ <, LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD T 0 ------ --�----- JP „yf,,,i%� ,; %'116,�/� P'�OVIDE MORE STABLE SITES FOR SEEDS TO REST. O Q _ j/ !�qfq, 6• SEEDING RECOMMENDED EROSION CONTROL CRASS SEED MIXES ARE AS FOla) LLOWS. SN ALAR MIXES 'A' _� ,INlll�gi A „y��/ i DESlGN�ED TO .aCFAEVE EROSION CONTROL. MAY BE SUBSTITUTED F APPROVED BY JURISDICTION. 1f LU -- !!ii REVISED -� "rttlr' 'ff % ' ' / A• DWAF'� c,;RASS MIX (LOW HEIGHT LOW MAINTENAINCE): 1111!ISI "q ,, �', :,c� DWARF PERENNIAL RYE CRASS, �, EXISTING PPE — /%N,, // ; , 80% BY WEIGHT BD 3 -- i�ll�l7l�l!�� , 7.:' ,,/ %�,�, ir CREEPING i,/ �;� RED FESCUE; 20% BY WEIGHT � -sd APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE T ti , 1) i; ameill 0, t �O`' / STANDA HEIGHT GRASS N�I.�S. to ANNUAL RYEGRASS, 40% BY WEIGHT r �a�,V. 6" OVERLAP M - PROJE i:T NO.- I ',1�1i", TYPICAL APPLICATION RATE. 100 POUNDS MINIMUM PER ACRE ' Q' POINT 'A' -•� \ POINT 'B' 19502-Ns-7 7, FERTILIZATION FOR, GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS. DEVELOPMENT DATE .3 12 97 Lo �' --.;.E.• ``� 6" AREAS WITHIN 50 FEET JF WATER BODIES AND WETLANDSt -� � .-�-- FLOW . 0_'.:•-, 8 MUST USE A NON-PHOSPHORUS FERTILIZER. DRAWN I RN�S DITCH BOTFLO NOTE: % ,- - .::r �� NETT INC►NG AND ANCHORS, AS NEEDED - FOR DISTURBED AREAS ONS P - "^ SLOPES AND IN DITCHkS/SWALES, DESIGNED I RW S.ZRDf3 '�, �'`;�y PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE ANCHORED IN ACCORDANCE WITH E+ PONT 'A' MUST BE '�'` _0 „._ MANEFACTURER'S RECOMMENDATIONS, CHECKED • A MINIMUM OF 6" I e HIGHER THAN POINT 9. WATERING - SEEDING SHALL �- BE SUPPLED WITH ADEQUATE MOISTURE TO ESTABLIS): C_RA SS. SUPPLY SHEET TITLE �" ', '` B' WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ON ADVERSE -------- • - EIEMSZK!l�1� SITES . W,► TER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT C� CAUSING RUNOFF. DETAILS INLET�OyIT BAIgRIEF; k�IO`�AC�_� PRC �f.r 'PION ED ED 10. RE-SEEDING - AREAS WHICH FAL TO ESTABLISH GRASS COVER ADEQUATE T''. SHEET NUMBER — NTSQU PREVENT EROSION WALL BE u, .„ NTS ADEQUATE RESEEDED ER. AS SUCH AREAS ARE IDENTNFIECI, AND ALL APPROPRIATE MEASURES TAKEN TO EST .>3L ISH C8 0. __.0 C?U ER. _____ . 1 L_ a • L,,, 13009 SW 68th — -- — _-- --- _— _— SIT 97-0002 ---—---- — _ _— ___ __ ._____ • ______ __. . .. — — 1 I of 21 —-- - -- —_.. - - - -.^.••••••••••,•••••••••• _ _ • f iF"*'NIS NOTICE APPEARS CLEARER MAN THIS, . OCT 8 1998 Do,r i1MEP ,THE DOCUMENT IS OF MARf!N L t U LITY. MICROFILME=D • i l' wiiiiiiiiii wiloppit 1 iviiiiiiito Ilippripirttripittiptinit"�'''`�'' _ r.., Glx {.;:.r, • S D. li 41►ielli1�1141�lUI Illi 1111111, AIM fIfl Nrfi19 ,►,filn IN?fit lllliilil lNt1111N! IhfillNl Itit�J►fl ,NINIrl�tif�liirl IiIklINII nr :IriNl' firtlHlr(,lIt , • • • 1• :, il I+'1/ , , r lir .. •.., n .,... .r. • �•.�.� ♦,nix. ♦ .. r — • f t7. '"U'' ../..''''' S...'''' S. ;_.4SS ..S.. CL_.a.SS ,.�.. NOTE_: C.LEANC;4JT �15TALLA7K)<VS ARE pl � �� ��-LWUTEDTOEASEMENTAREAS AP 4000 w9 A _______,\ SURFACE RESTORATION - MOUND EXCESS NATIVE MATERIAL OR MAY ESE ALLOWED C)h! q a, A ao • I ; i AS SPECIFIED OVER TRENCH TO ALLOW TEMF't OF--W N3ASf5 N r► 2 FOR SETTLEMENT RIGHT-OF-WAYS. WAYS. ey 3I i --- t4ON-s►• GROUT ° o o : d • STANDARD CAST RON w o il H 40 L - _:• - .__..--- • t>• 4' ADSSCREW � 0 ,� _..__...__.__ •�' 4ADS ;� k ' ' / „�,�CLEK�UT WI • • . • 1111'x' 11 mem - J yt r. • 0.38” OR�rCE POND 'A" J. °• . � � " MN. ►- V. 0.63 ORIF ICE POND "B" • d „....„. • . • �,• F=I�NSH GRADE- ��'/ 1 • •, POND 60TT01V1 • • • „ �►"4•.za � ,� z °ca► +.►� A '�" EL: 230.00 • . •• � NON--ADFESNF "` Ii• IP � 0 . ■ l0 "aPo°uo�'` ...'. III ._. , UNDISTURBED a UNDISTURBED M ' `:'�,• • ---WAp�TH� 2'TIGHT PPE PLUC •r'' WfTHST 1 i ,„ •' -_ ° f ( ? EARTH ��--COMPACT EC) NATIVE EARTH i aPs ♦.`-ri � 3/4" - 0 CRUSHED MATERIAL - � ` i e d 1/2 CU.YC. ,,,..4 ROCK r • / PROVIDE 3/4-ci FOR A •; Q '' 3/4" DRAIN ROCK �, a .o' 3 4_._ •44 / STANDARD CAST E20N - • ••• ..•: -• �• ` _ 6' AROUND . t► - ► =rFRAME AND COVER1:" . 4' 4 •. :•�'� ► \ P� DRAINNC 160-SA /2. ... ,„<*...,-, _, ,_ ,. PIVri: V") 4. '1'. ;-••‘. • (\j/7L2-7----C:IcyxiG5:7N6et;r1.1,„ I* ' 4 4,I, : :I): ::::::;::::::•: ,,,,„ 2 : ..... r'!. 14,.: r .. ...,..-. • . 12" PVC OUT :•' ••.•• •►. •; ' \y POND "A' (OFD-D2) E: 22'9.17 SUMP %6°:„•.:, ;•• . , ..•i. i�� O2E�(1N • POND 'B" (OFD-A1) IE: 228.78 1:::%•.• ,.•', \ 1 !::6J. •• • :4\• • • • st '?` 4:4 :" ► '►..4' ... Q .�.1_ 3/4" - 0 CRUSHED o .44t4 • ; ` 1/2 PIPE 00. • ' 21 N4Ity ROCK ••• . • o - •.• : PLUS F. \ •• '� • , J,. �• • . ♦ '•� A M•.1"4 �'��•••Wit. •b r• "•*.'t 4• •• • 6' r • . . •.• •• �� • vj,..,s��.,�� .... ,+ .' ira�;. • • •, , . EXPIRES 12%.il f98 2'-O" 008° :'• o �P �- . .�.;'•••• ••41 • • .. — POND "A" 12' -..F-- 3/4"-0 ''''- jot°$ o O O ° / 4 O o o \ , • 3,_pA. PIPE 4 0° ° O -` °o oD o O o 4 4�,,.. " ------ BEDDING �qno ° o° d°o�o� o o ° ° p °• �° ° -•i`'003, 7 POND "8 - 7.23' -- ilk• . 19 0. o O ° a •':'!:�8 „7.14:114:; '•t d”-'''t ` i . . 4,4,,!.......: ## CONCRETE INCASED •- TTOM OF WYE 3/4"-0-/ Fp PLASTIC PIPE -3/4'-0 • WATER OUALtTY EXTEI�DED DRY' OUTFLOW DEVIC`F ray 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" DRAWING NO. 150 1/2 PIPE 0.D. PLUS 5" MK FOR PPE 18" AND LARGER NTS .2 NOTE CONCRETE ENCASE ENTIRE WYE SECTION AND 45 ESD F CONCRETE PPE • TS `N Ig..._ • STANDARD ! 18 141g DRAWING NO. 0200-CH5 NTS DRAWING NO. 270-ST 1 ) 2 g NTS . -...........\____N• • - Ciii , 4t 5::I' u 9 ii I, , '7 3. PVC HUB :ASTM 3034 SDR 35) .• _J DRIVE INTO CENTER OF RUBBER fi SLEEVE AFTER SLEEVE IS PLACED h" 2'-5 1/4" --1 1 i ? ilii IN HOLE. �- �,...`J 2 -- 1 C.$ 1 t 1I — 6' OR $" OUTLET PPE 6 1/2" I 3 1/2" -..••1 ! -- I2" 2. STAINLESS STEEL BAND (9/16" SERIES 300) I L—_____ 0 SECURES UPPER HALF OF RUBBER SLEEVE TO THE I I -1- HINGE - 12 GA. STAENI.ESS PVC HUB. 2 5 1/4 „ ini _ _____, _ _ _'�I 10 STEEL 2 1L 2 OPEN WITH i -�- IhaV 1/2" KNUCKLE, 10" LONG ... tm . WITH 1/4" PIN (FASTEN WITH 6 o 1/4" STN. STL. I 3" CENT. - • BOLTS) LYNCH STANDARD CAST IRON CRATE — ` ' 3/16" -- h- .1 y (2" THICK - RATED 12,000 LBS.) i 1. COMPLETE RUBBER SLEEVE (ASTM C-443) _ U OR LYNCH EXTRA HEAVY DUTY CAST / INCLUDES A MOLDED SEGMENT THAT HOLDS '�'�"' I20N GRATE (2-3/4` THICK - RATED / IT IN PLACE. ELAN 20,000 LBS.) BOTH OR EQUAL i DEPTH TO MATCH 1""" 9 3" ,c_, GRATE DEPTH--) CRATE FRAME —� 8" 1 �i 10 GA. S1-:T. WALLET IMETAL (TYP.) . • 3 / I PSV. I alA,� i BY / T-0" USE 45 BENDS 6• 9, _ _ 5/27 97 RpB ..IL 1/4` ANGLE •- TO LEAD I.E. SHOWN ON PLANS I ____t_____ TO THICKNESS MTU, a,/ J t' o � 2 \,....„..1„,..--- --- (TYPJ _ I 3/16" V i,,,.• . 3/16" ' JA I ------1—_ _ X11/4" -- I ..�_ / TAIL "B: SECTION C-C Ai • (TYP.) ..-'�I I--; "'i Ccu LEAi4OUt ___� o, CONCRETE PIPE • • SEE DETAIL "B" c Lo " V 1. BASIN SHALL BE CONTINUOUSLY WELDED. REVISE 1 3/16 STORM DRAM SIDES AND BOTTOM SHALL BE BUTT / " 2'"0" AS PER PLAN WELDED, ORBO MEMBERS MAY BE OVER- SET 1/4' PLATE (TYPJ SIDES AND BOTTOM NI SIZED AND FLLET WELDED. I 2. ALPHALT COAT OR OF CATCH BASIN AND GALVANIZE ALL SURFACES ,... iiih, LEAN OUT. PROJECT roc- s .._ j cm c 3. BREAK SHARP CORNERS AFTER WELDINGS. '`- NOTE: ALL INSERTA-TEE HOLES SHALL. FE MACHINE DRILLED. e - TO STORM 4. APPROVED DRAINAGE AREA (SQUARE FEET) � �C �---• 2'-0 1/2" SQ. --••� ER 5 OUTLET PIPE 00,000 S.F.) in USE ONLY ON CONCRETE OR DUCTILE IRON PIPE. 8" OUTLET PIPE (2500 SF.) LATE I 3/1 2/97 5. ANY SUBSTITUTION REQUEST OF CATCHBASIN DRAWN_ RW to COVERS SHALL BE ACCOMPANIED BY CALCULATIONS ESACNEP: Dn`�/�,,OB N.T.S. (STAMPED BY AN OREGON REGISTERED PROFESSIONAL ENGINEER). ly ASA. _ LYNCH STYLE CATCH BALI s T TtM -- CD DRAWING NO. 317-ST NTS STORM DRAINAGE cn NTS ... i�iET� LS iiii" .,., in WET NIMBI �.._- . C9.0 • 0 c_ c1 u.; _ _ ___.___...______ ______________ _______ = 13009 SW 68th i____ 4 _____ SIT 97-0002 12 of 21 — __ ___— _ ._—._ _. _ __ x__ _— f IF THIS NOTICE APPEARS CLEARER THAN THE _ OCT 8 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL,QUALITY. MICROFILMED 1--- SD '�►1+�rl+lel rl+i'1+R+i+lr +i+I+i+(+Tri+ Irl+i+irir{+ iriri1rlr "r• ► r E t i t, r i fi I�Il�r�r iuli�lil lirlllal Illlblu►IEll�ar nili�E��rd�a�E�lnei Illlin� 11u4t� MAIM �! � ', �'' � :�1 , , ,w ; , '- , �.. . „• .T � p NH MIIIMil FIIEIN MIMI Will ,MIMI Il am MIIM q •,• I ., , , ,,,,; : I • , if , 111111111.111111111111111.....111111.11111111.1 r a . . y ' . • • w , . M .• • �+•r- • • - • .4, arwwr".w ' M/•.%irV,UM 27" FROM SET FRAME IN NON-SHRINK TOP OF FIRST STEP• G TO TOP OF CASTING �. p .►♦., GROUT �� 11. • TIMMILIMIPIS 11IIGRADE RINGS ('s?",4".OR 6") - cvc•� v� vy1ES: SET IN NON-SHRINK GROUTd c . O QC ►- 3ca t� WUCr • • Yao © W _ WWNHOLE TU CONFORM WI"H Zr —TM 0--478 STANDAI2C� ErCENTRICa Z 2 -- UNHOLE FRAME A: CO��ER 3' CONE O ; Q003 SPECIFIED SEE ��RAWING 120-ST/130-ST J O O u� 1n 3. 1J dt� e1N Z\\ IrL PINES, ENTERING OR EXITING oo o ` d LL BE WATER TIGHT — U7 / J o � 01 • o • • --C:HAPJIVELS TO 8E 3/4 VERTICAL __._ ---_ 1 48• 0 ; o u''a a z ° rs- ° o 0 0 0 " Z aHEIGHT OF PIF�E -SMOOTH FINISH q� r N �, �- a .5 BE -- LOCATE FRAME AND COVER USER CA ED \.\ -----)____, _ � O o � / / i --RAM-NECK OR KENT-SEAL TO Bc OVER LEG ,E OF AT LEAST l J Z � 12" IN WIDTH / :; USED ON ALL MANHOLE SECTIONS A MANHOLE SECTION \ �''.. .....•;....-Y-1.,....- �j, a Q / Q j01 4. . , -!!�dSIDE DROF MAXIMUM 4' (VARIABLE 1'-4') \ o PVC - '�. p• VERTICAL DISTANCE /� TOR D 5 ANCE INVERT TO INVL�' f • PPE FOR Z �' - AAIRNMUM HEIGHT OF STANDARD 1 O BE 5' S+y,O® hiroviim 1- ' '' 2 a SALARY STORM •t � �TTNc - SEE DRAWING NO. 110-ST MANHOLE/CATCH' BASIN STEP oj 4. - ) .4.0 \ PVC SANDED BELL ` •' 1 - -KNOCKOUTS TO BE USED WHEN STUB OUT PIPE ( 24-3/4"------01 .�..� __1_ J` IS 3' OR LESS - •***. �1\))3 . • ' :.ter.„:1 • 6” sm. ,,,,,\,01 �� - MIN. F111... \• _\ 7 8 vise .: .�'+i/// '/////iii%///ji% .. °• • • i • ° ° : :o�e"" `�� �G 1Nf \J`• 20 FALL E3E1 W-EN INLET AND OUTt_E T vs i �� ` �g�,� FF-- 34°.;" 4� �5 7� • gt • • 0 • • ck....i , izz q •‘.. , . •or • i terlow $TA�V.ES$ NTS fr •o•e•oo • o •• �so •� •vs �` 01 MIN. '• 27" ? SIR , ' • I GROUT 036TRUCf G ARR 1 ti lt" MAX. FOR '� ► " r*I' 25' �� N -1- FOR COMMIE. PPE AND SFH F N Ftp 21 CONCRETE PIPE •� 1"/F T. SLOPE 1 MIN. FROM TOP OF• •.. 1/2T---f. NTEKCl�T / J. CPfr ! PIPE TO MANHOLE PPE ` EXPIRES 12/31/98 SECTION 1 - �� -MAPNOLE DESIGN TO CONFORM M1tTH ASTM C-478 . _ - )6,„..,...14AN) DRAMVC NO. 010-ST a DIP.. % I REALE • 1 S•' • p f r CONIEC70R • !'a KORNSEAL BOOT 1 . . � 1- 23• • _•_.�.. 12" • 1 2 0 COMPACTED 3r PRECAST CONCRETE BETE OF 3/4"- �, $"•MINIii NIU�VI �(�NCi2ETE, �,> , •j BASE MATERIAL "`�� -- --• m:4.-4-.••_o• r`�. •: ..... --- • : ; .". N -AWING NO. 020-ST • ••• j.�-•gid-,-. T--.e ,,' c.i�c.. '. :': _ NOTES: _ N.T.S. ' _ ••• .. ' • •6' MINIMUM • ...:.•` 1 USE SUBURBAN TYPr ONLY IN NON-TRAFFIC AREAS. • • • 2. COVER AND FRAME SHALL BE CRAY CAST IRON ASTM A-48 CLASS 30. • 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4. NOTCH LID FOR LIFTING HOOK. • i3TANDARD MANHOLE MANHOLE FRAME AND COVER VI 0 0 DRAWING NO. 010-ST • NTSNTS z • q��• g • NOTE: , n 6 IMO ao___ 1 . ,.._ ._ MANHOLE STEPS MUST BE TIGHT AND FIRMLY 6 ....1,M' Cr) = EMBEDDED. THEY MUST ALSO MEET THE ASTM = TEST FOR WITHSTANDING PULLING OUT. CO, r>.. 1.1/4" 4 1-1/8" LIU ��� I V rn • o AN • 5-3/4"• • e I__ TACK ALL EXPOSED MATERIAL -- PATCH AC TO GREATER OF 3" W + 12" ' /morzrzyzzzszcD , •+ °' a OR EXISTING ---- -- ' –L.-. • . . • THICKNESS 6°' 30' • '�!IIIIIIII�I� 1.67 EXISTING AC DRIVEWAY •- 4 t!" SAWCUT A • EXPANSION 12" �"` Air 1 v. v i �•' s - +PINTS CONTRACTION JOINT 12" �� �r� w • a 'i►��♦���� i�r `•�'���1►��I SIDEWALK ! / mit• ° 0 • 0000 °Q° • O. O O • 0 • • Q0 •COPOLYMER POLYPROPYLENE PLASTIC • ( O O °• • • B EXPANSION�� aoo ° Op �°oo °Oo °O O o O ° 0 0° • O °J o O O© O IONTS AO o o `b o o O 00 Opoo00 00 0C� 00 ° CURB JOINT -•-�• IIII'�IIII • ° o ° 0 °00 0 O Q $° o ° o ° ° ° 00 --r-- 0 G • o ° 0 00 . o o cA o OO o00 O $ O o O _ __ 1i -.. 1/2"• GRADE 6L REINFORCEMENT------ • O O p o O o 0, • OO • o o CURB - . p„"p C, O • • • A FACE OF CURB �. Z o n Jo p$� 00 p I�I I 13" CC oo po` 0 V00 0 - 3'-p• .6'- 0" M 6'- 0" MtN 3a_Ow RE'V_ I DATE 1 . BY_ OO 0 0pp O O Op 12'_0'. MAX. 12'-0" MAX. 0 I -- EXISTING ....... .„/- J o O 00cc 00 - 0 SDEWALK ADtp N TO CURES SIDEWALK AWAY FROM i URB L� I I \- 3-3 8' FOR BASE ROCK °O o �O; CRUSHED ROCK PLASTIC SAFETY STEP 000 O 0%0 o ..• N © 1 I �, ( 8"--8-5/8" a 6"A 00 C)O 000 °0 °00 U EXISTING EXPANSION PINT �.. + °. o C SAWCUT AND PLACE OLD • b 0 °o ,IOItNT. SEE DWG. NO. CS-306. 5 a 0 0 0 0 0 O Ob1 1/2" EXPOSURE J L • BD w l _ ID 1 FY:, ---- BEDDING 4IIIIIIIIIII rti P.0,411111 #6 3/4" GALVANIZED BAR .4 BACKFILL COMPACTION . •+ 6" SET 4 P • �, BaAIERIALs• / .. U 9591f _.: •� • 12" �► 4' DOWN: 9094 STREET •-.� ;'•`~y ' ` .� '''�.�.. PROJECT NO. • (PER AASHTO T-99) "`" F GALVANIZED: A -�__------- -;,� #6c. (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. • 2 REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. COMPACTED SUBGR3/4. mmis ADE DATE I 3/12/97 cp GALVANIZED CONFORMING WITH ASTM A-123. DRAWN I RVf/S en• • T-CUT ASPHALT DETAILS PLAST ::: + DRAWING NO. 210-CH5 to SECTION A-A DESIGNED RWS RDEt 1. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S.I. AFTER f;l-IC'KF® MUST CN. QR�A WITH ASTM C-478. + NTS 28 DAY, 6 SACK MIX. I w STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 2. CURB JOINT SHALL BE A TROWELED JOINT WI INA MINIMUM 1/2" RADIUS SHEET TITLE WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE ALONG BACK OF CURB. WITH SERRATED SURFACES. 3. EXPANSION (DINTS SHALL BE 1/;2" PREMOLDED ASPHALT IMPREGNATED / SANTARY I , i MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. DETAS► 4"FOR GALVANIZED STEP 4. SEE DWG. NO. CS-300 Al 1D NO. CS-305. SHEET' NUMBER U MANHOLE s'r'p ; DRAWI1L., NO 110-ST ACCESS DRIVEWAY I ciao NTS NTS uu 13009 SW 601h SIT 97-0007 13 of 21 , IF THIS NOTI('E APPEARS CLEARER THAN THE • OCT 8 1990 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROF1LMED , . .. ri.T 1��111111 I1{11IIIIlIIi +Ifiif�f�iiil �'I+11i►IIIf� ifI{ � I r 99lti;011 MillM UAW O toth tl othff shot Itlhllt tik m mth tttithist 111thw lthw'1111i1ttt folio',ohm' 11t�1t11lIIti111't nth 11111 `� h. :' I11 1111, - � 24X . • , .1 , . ,.. .,... ,,.. , t ,_.. ,. i • NSA_...,.::..-.. .. , . • •�-• -- . ice..". . . TUALA TIN VALLEY NATER l TO LOCAL PLUMBING _ T , DISTRICT STANDARDS CODE STANDARDS (HORIZONTAL) THRUST BLOCK BEARING AREA OF THRUST BLOCKS IN SQ. FT. VOLUME OF . (VERTICAL)T BLOCK �-+■--GIS �21CT APPROVED IN CU. `SDS. RETAINER GLANG� "^ 1 �'"'" ,\ _ , - - - I TEE 90 BEND 45 22 1/2 11 1/4 F!TTINC BEND ANGLE [d >" a THRUST HLOCi; SIZC BEND BEND BIND SIZE 't r' Et:: H____ \ r __ 4 h W U_ 5 12.5 11.25SPOOL FL.G.x P.E. �,.- FLtiNGE COUPLING ADAPTOROWRETAINER C� AND_ DISTRICT APPROVED A' - -. ____ - _-. ___ -___._.- _• " 4 1.3 1.8 r------ _-----__- tri ZEaCKFLOW D VJCE _ 1.4 tG 10 4 1.1 .4 0 z - __ ` Nv �SPOOL_ FLG h P.E. ____ ___ --�-- FLANGE CG�JP FLOW - M++ 6_ 1 '--.*-6 - aADAPTORter--- ■II a • 1 f ( i 4:60 2.8 4.0 2 2 1.0 , 6 2.7 1.0 0.4 t �c_ 32.11ryN _ LIN.. -_r- •I I y,J'�r, l ��si `a i3 8 5. 1.-----.-- _ -_ i--II3.8 2.0 W' FLOW ���f �.'atte-474 ""�■" � 12 0 7.1 1.4 8 4.0 1.5 0.6 � � O W .a■►- i�l■�1.1111, I 11.3 i 16.0 z - a . 8.7 4.4 2.2 12 8.'' a'.2 13 •c r *. �ir� N _.. W ■� a t `7 I�■■I I' 6 MIN.---• 16 20.1 2a.4 15.4 3 2 O 1I7.8 3.� 16 14.8 5.6 2.3 ! z 0 CONTRACTOR TO SEAL ALL 20 31.1 44.4 24.0 12.3 - ._._ , -141 tIO/ OPENING IN VAULT WITH NON- 24" MIN 62 � �-J� �� CONTRACTOR TO SEAL ALL ► _24 45264.0 34.617.7 a.SNiRMVK GROUT PRIOR TO8.3 � I BACKFILLING _ CWETING5 W VAULT WITH NON- 1 / VALUES BAS • SERIN( GROUT PRIOR TO Jai ED ON 200 , SI .HATER PRESSURE 24" MINIOSHA APPROVE[3 DDER -•' - AICD 2,000 PSF SOIL BEARING CAPACITY. BACKFfL LING. WITH ALUMINUM LADDER Q OSHA AN'PFOVED LADDER (.... I-7.• :I EXTENSION BY UTILITY 7" \4' ' 11.-1 . ; -DRAIN STOR TO CURB OR il L,,,,, . �'• ` � - _~-- 3" MIN. 6" MAX. ■ STORM DRAfN i \ \., tAkk IN GROUND LINE ■ _r _....... _. i 7 STORM M DRAIN TO u RB OR e›-, GROUND LINE-� j p( ________________ -,........‘,......• 000....:,,,,<.>: AMC a , . a Nii ,,,,,\,>,: ::' ______s_ ri• 1, • o1•111. , ,xik,4.....*.L. Ell R0r Ar ON -� .� - T -INLINE CHECK VALVE :'•V ,• .i\�i�`' +.�`!'!a`j �N`K+���� •�' ,,,,1/4- 7 ),,/,?,:„,,,,,,,.., � , 15,768 1C-LEAR coo 4seY „.):,:l. BEND 7/40RE r 1 _ N i• _ TEF VERTICAL. BEND ol��eoor /` VALVE - INLINE CHECK VALVE CONTRACTOR TO INSTALL - `� ' I II Ilj I I i�rte,, IIT --- 21 `� ONCRETE BALLAST (3 CY ) /--RODENT SCREEN FITTING ROD EMBEDMENT �' MIN.) WHERE FLOODING OR SIZE a CONTRACTOR TO INSTALL I lit'•. �'� II ' 1111 - - - . "�CONCRETE BALLAST (3 CY I �) rl' Ij11I� HIGH GROUNDWATER EXIST _ ! PPE sE Ti�Nu� 4 T \` �\, . , - ZE 4«_ „� 4 - 7- RODEN. SCREEN �-� �,,\/�� . o , • 12 #6 30 EXPIRES 12/31/9R MIND WHERE FLOODING OR - DRAIN TO DAYLIGHT OR ;' \�!\ �. .1.. %\�� 14"-16" #8 36" HIO-: GROLJtVDWATER EXIST t sTAN�~•� __- --- �" ELEVATION INr'TALL SUMP PUMP. /�`� all e4 1 CO'NTAC'T DISTRICT FOR =' �� -� y> NOTES: -INSTALL SUMP PUMP. ►'JMP SPECIFICATIONS. --r• a �. , /�/ ELEVATION PUMP SPECIFKA ONSCONTACT DISTRICT FOR - `Jo %�\ ,/�� �y% U CONCRETE BLOCK/NG TO BE POURED U fILITY VAULT BILCO DOOR ' ' UNDISTURBED EARTH AGAINST � - NOTE 1 INSTALL TAM:' R SWITCHES SIZE OR *EQUAL OR *EQUAL ��`,�j : UTILITY VAULT OR #EQUAL .. _ ������ 2) ALL CONCRETE TO BE CLASS 3,000 SIZE BI�CO .DO CUMIECTION TO 056Y VALVE 3' 660-WA J-5AL - 12 WITH F.D.C. WITHOUT F.D.C, OR *EQUAL AND CONTROL ARE SYSTEM. STRADDLE BLOCK 3) INSTALL ML TOTAL THICKNESS POLYETHENE cET 4` 676-WA 577-WA -5�L 2 INSTALL SUMP PUMP 4 5�7-Wa -5AL AROUND FITTING, SE;,URE SHEET ENDS TO PREVE ,T. SEE DETAIL N�. 200 N RLTRA KN OF DoRT BETWEEN SHEET AND PIPE 6' 687-WA 676-WA6` 676-WA -5AL FITTING PRIOR TO POURING THRUST BLOCKING. �` 5106-LA - 6: _.tA 1-SAS. AND PVC LINE TO 8" 687-WA -3AL WEEP HOLE IN CURB. p-3AL 4) !'ROTECI MECHANICAL DONT FOLLOWERS AND BOLTS 10' . 106-LA 106 A -3AL k40" 5106-!_A �p-3AL FRO"; c-i METE C DISTRICT ENr�INEER APPROVED EQUAL 3. COORDINATE ELECTRICAL • DISTRICT ENGINEER APPROVED EQUAL H TEMPORA„ FORMS AND SERVICES WITH ELECTRICAL POLYETHENE SHEETING. SEE NOTE 3. SUB-CONTRACTOR. • ,,.t�„�-�K t,ETECTpR AAABLY � Y.,�� �(�g N.T.S. AVALVE A ut ,T �" N.T.S. L_E'�L.•�UUNG T�►BLL.� 2 g �-- NTS I • in 6 All. --... !-71187-14:71 24" MAX. 512EWALLIDJACENI TO CUR@ fii ' / STREET 7.75' - _�. CUSTOMER l I 7.00' g . SIDE I • SIDE ea 0 �� MATERIALS r 3" MIN. LADDER -- BREAK FLANGE VALVE RISER � � 1 ITEM Qom' DESCRIPTION 18" MIN. 6" MAX. COMPLETE I ....L.77..c„... 1 �� i/�i/� 1 . 2 1 _3" GATE VALVE FLG. y��/\ - \��, \j�! ': . rT . DOOR LATCH \� < �\C�`�'\ ' ;•^;�.,t'�::l: • : • THIS END I 3 1 :: ", RRG.. SPOOL FLG.x P.E. /� \\�/\ \ \��\�/� /%�<�/ ' / ij.oo 4' j ,�., ,� ,�.�,�.! I�� :� -,�� .�•.:Z . 5 Ff. LONG \,\\ \\ \ . _ . • . •. 5 1 3" D.I. SPOOL F'_G.x P.E. 8 FT. LONG _____- �;. `\� \� •.\/.�\/,\r,�j: •��y`' �\ ' 6.25' trymr. 44V 0 6 �.•� \\\//,�\ \� / l ' �`5 ����• iDRAIN ROCK POCKET /,' ,��J:� ' �{/N .�i /i!".�; 7 1 2" SERVIC �' ' N �� 4 AI FT. MIP. A' _ ]{l>• .. •, // /r. 4 X E SADDLE Ir.•'j1, , ■■� II �; .� �' nalL{ 8 2 2 x 6 NIPPLE BR. 11111. ,4�L'• A*,7.i,`:� �,v-6" DUCTILE IRON PPE ' S . : %\"."';‘,„ j 1 9 1 4" RETAINER GLAND �\ ty II10 2 2" ELL. BRASS _ \�; ;+MLI _if 11I111 \, } • 11 1 2" COPPER TUBE RIGID /� •• ?*�.�■�.. �II ► i L ` 12 1 2"x 3" NIPPLE BRASS �/ 7,c t%• ',/, \:,'', . ,. ��' \� "••\``'\ -- _ / 6' MEGALUG RETAINER --� # j \ ,�/\J THRUST //�// /� 0.50' 13 1 2" ('OUPLING CC?(PRESSION _ • `\/\\�\ GLAND (EBAA RON) V.;..,/./ ,,i/'C� BLOCK 6.00 0.5 _C " -- 1.00' 14 1 UTILITY VAULT 675-WA-730 WITH OPENING CONCRETE PER 6 GATE VALVE 0 FOR BILCO DOOR JD-3AL AND OSHA "SIAMESE' TYPE FD.C. BLOCK FLG. x M.J. XVI DATE 1 BY ,nM.J. x 6" FLG. TEE _ 113S/2i/97 I ONS PLAN Ell APPROVED LADDER �' 6' F.D.C. STAND PIPE SEE NOTE No. 1 I ru c 15 1 OPTONAL SUMP PUMP °'GRUNDF OS" THRUST BLOCK 1 GROUND LINE SLOPE �' x �_I I MODEL '"THE BOSS 200" 1/3 HP STAINLESS LID +'? BE CHECKERED STEEL PLATE `� AWAY FROM VAULTLID TO REST WITHIN BELL OF PIPE, a' STEEL SUMP PUMP WITH FLOAT SWITCH 18" MIL -�---� L _. ,,,�_._ �r CUT SLOT FOR STAND PIPE. �, �,� ` AND 1-1 f 4" DISCHARGE (MISC. PIPING FOR �'" VERIFY W/F!RE MARSHALL. _ A ! I cu • a. : _A. CURB ��'''`'��� �`�' � `�`� "' ___r, DISCHARGE T4 CURB OR DISCHARGE WITH INLINE CHECK VALVE) 24" MAX. Q' STORM DRAIN 16 11 3" PIPE STAND "STANDON" ���� ��� ��i � ' �'�i�ik • w 3.42' � ` 1 � 2' ..,,,vs,/� ��/��'y�����i�� 0° 7 1 3 x SFJ E ISE ;\ y�r ,,,,;r 11- USE FLANGED jr?ucs. �� /i ' MIN.18 12" GATE VALVE BRASS NPT ` �L'� ����/��� , 5.42' i' ' 2"ADAPTOR VALVE TO / NON-STICK GROUT (TYP.) ,--SIL'EWALK BREAK FLANGE L. �) ��__ _II I 19 2 2 ADAPTOR MIPT COMPRESSIONINSTALLED �.� 6 MAX, '$�T r� I,� N •� BE AS _ f_ - 1. .. ON PLAN. A. y •• '• . . 1 - II II SHOWN ,, I"LO4y %`'� �': %~/ '/� / CD °• iiiiii NOTES .. j y '\,, \ \, \� .. .0,!'" __ i r t R r in 1. SEAL ALL OPENINGS IN VAULT to. //,//. , 0•:• .;: jiV:...,:0 .x;17IIII '.!�•;;,••. 15101 + SHRINK GROUT. '�': '°`'-, DATE I ! ,�! ?:��!� - WITH NON �� - 3 12/97 • _._- &" ,4- 16 INSTALL CONCRETE BALLAST 3 Cll. YD. to ✓� -INSTALL AUTOMATIC BALL ro •' ' ° ' 4 FT. (REF) ©RAWN- RIMS 3/ 0 COMPACTED 1,,,, ,.:••••°,,._.- DRIP VALVE, MINIMUM 30" FLOVb M N. AROUND BASE OF VAULT IN AREAS �. I��/�:iQyN., N; .N1 Wit BELOW FINISH GRADE. EG� RDB tu ROCK LEVELING COURSE WHERE FLOODING OR HIGH GROUNDW1.,C^ to EXIST. 24" CSP DRAIN TO DAYLIGHT OR NOTES: C) INSTALL SUMP PUMP ELEVATION VI0SII31LfT� AND 1. FOR CONNECTION TC) EXISTING MAINS USE TAPPING SLEEVE. MEET MAE---�--- / TO CHECACCESSIBK!VALVE FOR SIZE ON sil E USE A M.J. TAPPING SLEEVE faA'i i� SYSTEM E� 2. NO 013STRUCTIONS WITHIN 2 FT, OF FIRE HYDRANT DETALS S!#ET cn I `n �' MGT-N WATT MIETER AND VAULT - in .11 • �- \�_• -�.�` NTS (METER INSTALLED BY TVWD) ART1uENT NI€C r tu - -____,.-�`� !/" C11 0 NTS i_n1� gTA�D ItV�3TALL,AT�ON �; '`_---____ NTS ! 13009 SW earn �• ----- SIT 97-0002 S ?4 0/29 ., H :0' '4'r ; l;•-- •..----.-_._-..._.._,__._ _ - _.. _.__.-- - apt.:`, naj�rr•.z.71 1^ E .^`s�;f�?s�,"�� IF THIS NOTICE APPEARS CLEARER THAN THE • OCT 8 998 DOCUMENT,THE DOCUMENT 1S OF MARGINAL QUALITY. �+ 11a#111#1ItI tliliIiti#l�� , iIiIt#�+iLi#i I-iii#fI1 Ill#� t ij� I iffI MIGR.AFILM.'�.D � S Dwoo MIR 014 f 1 I # 1 t '[ 4.. ••,.. w M r i IMI illibl11 in M Chill PIM t M • MI niIu •Whin m)hin iIIilllthttillfii HrlHNt !Aim t01i#N11 bolt N Won milUtl` ,• '. dI _ . • , , yr •• ri • J. ; 1' til. 4....0....71111111111111.111111111111111111111.1 • E • .. 777'''' ''''..... ""*".":"..":„.0.7":.'"'''''* ''..'•-•-•''''' .'..,,,,.\/,,,.,,,,. . / N\7 -7-7---------c\z--------- ...__________ ,_____„, ": ..,-- _,.., ............ ----- 7 ✓' r-----1, �'`�� 1 LUSH W/ PAVEMENT SURFACE R Q N ( e a r +, _� \ (6" CURB EXPOSURE) n c� to v f owe w SEE DE TAILS FOR DCDA, WM, •t 0 N N Z U U I AND DCVA ON SHEET C11.0 J WCL cp 7 i . A • ..•4 .ti •. . . • . . • �• . z j aINSTALL SUMP PUMPPROVIDE a"6X` WET TAP BY coNTRACTOPZ • 2 �.�1�I.,.,. - �\+\(, ix.�'•':' ; x , ,°\• ; /a'� . \\ /) ELEC. CCNU UT(S) A 5 RE QUIR ED. 6" TEE � Z • \v.. 0806)C C" SEE DETAIL C N SHEET ' Nr // CALL 642-1511 TO COORDINATE INSPECTIONS.• ♦ a; �. ; v" aA W �2 �.-' aJ �Z1►: . ' e ., ; y ' V ` '` 6" ' •• PPM VALVE` • 6"X4" RED� rW * * Y Y * W W W W v W W W Y W W W V \/ ••/ ;' Y \\ �� .0 � 4" 90 BEND0 GW W W W W W W W y- W W W W VW VW W W , / A , / �� * w W •r W W W W W W v W W W W W W W k ; � " `• kI . CONNECT ALL VAULTS W W V• W VW W W W W W W W W V' W W W V• ji'••••' ; ' ° iWI 7" PVC DRAIN/WE W W W W W W W W W W W W W •.,-, W W W W W - / LINESSLOPE o 2.00% MN, • .�TOWARD 6" DCDA VAULT. W W w W W W W W W W W W W y W W W W 7,• 0, 0 0 0 L 1 Isiii,\\TI 511" .5.,\??: ,,......., ,,, 00:,,;?>1.,,,. ()C0 le • .. ..4 .44 6 � (4 ' ' ��`` ? 90 BENDA (DRAINAGE)*/:,.;:./4„, ff • ' \ ‘4,-- W * * y W W * * W V• W W " NYW • • y * VW W 4, W * * 4, 4, V• 4, W * STANDARD CUR 6" TEE .\`�� � /W W W y W W W W JW W W W VY W W W W K\JOK* C•NN CTT A. DING. �' } P �IF +yV• W r• y W W W y W V• W V• y W J• W V• W • SEE MECH. PLANS. ,p. .e r 4. W y * y r v y y * 4. • /k ' N w•y�� REDUCER E , P � ,, / 18,768W W W * * * W W * * W * W W W L W W * X, IRf.7UC:R .S v • • \ • • • ,, , \ , - ►Lzirk.'I WW VW R • �{ w 0F4 NOMINAL DIMENSIONS F (2 EN.) 4" TEES ROADWAY • . 6" 90 BEND •� 211 !• R=15' I - +► A R=15' ` D TOP OF CURB= (TNOOP EOXFP DSSIDUERWE)ALK `RAMP TEXTURE DETAIL we �- ��CONCRETE RUNNER • 54?; EXPIRES 12/31/98 ‘ PLAN VIEW d. ' Q Q " 4 1 1 2" MG. ST WITH BALL VALVE. \ 4" 90 BEND GENERAL NOTE=S: SEE LANDSCAPE PLANS CONCRETE RUNNER 0 1. RAMP TEXTURINGIS OBE DONE WITH AN EXPANDED 4"X1 1/2REDUCER CRASSPAVE2 RINGS FILLED WITH CLEAN SHARP SN.;�IU. METAL GRATE PLACED AND REMOVED FROM WET CONCRETE 1---r . TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG �• •--' ---r- t-.-.41AXIS OF THE DIAMOND PATTERN SHALL. BE PERPENDICULAR FOR DCVA. ��at:.# .4.: '''.:'-,._. t'"-:._:i : TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE. - ) 2. RAMPS FOR BIKEWAYS TO BE FULL WIDTH OF BIKEWAY 0 ' -- '`-'` -.0 ' , .. ' .._ "'I '7 WHEN APPROACHING BIKEWAY IS PERPENDICULAR TO THE • >.�-, .. ' "'• '� \-; to ,�g^�, CURB AND A MU�NMUM OF 8' WHEN THE APPROACHING -•. ,�. M��„ WALE BIKEWAY iS PARALLEL AND ADJACENT TO THE CURB. s. 1. COMPACTED SUBCRADE 95% NTS WATER WING DETAIL NTS W • MODIFIED PROCTOR DENSITY 3/4" MINUS BASE COARSE COMPACTED TO SPECIFICATIONS0 AS STATED IN GEOTECHNICAL REPORT FOR ROAD BASE NOTE: 2 SECTION A—A 0 •. AC • A LAYER OF HYDROGROW MIX IS APPLIED OVER THE LtASE COURSE PRIOR TO PLACEMENT OF THE RINGS. j 0 0 ' Itt RO AD'JVAY IS SEEDED WITH HYDROSEED• 5' MN. CALL 1-800-233-1510 FOR PRODUCT `��' 3 METAL SIGN FASTENED REPRESENTATIVE 6 SPECIFICATIONS �-- SECURELY TO POST / j _ 6• CONCRETE WALK • aQ v POROUS PAVEMENT DETAL 2" 3/4"-0" CRUSHED ROCK 2 LL$c 1-01--1.0"--oH NTS SEE NOTE 5 TO STRET �- WHITE LETTERS & SYMBOLS • ROAD "� ON BLU «'%���! „ �•,•p � ,.`" .:.;,,.; ,,... i��� '° E BACKGROUND. I!� • .. . . . ftft �' . ,���! f��i /; �r� • 1"r/ , /ri--- HIGH LETTER /STANDARDWORDING PER ADA HANDICAP r'• �/ STERILIZE AND COMPACT6" CODEREQUIREMENTS.- "\ SUBGRADE • SIDEWALK A1hlAY FROM CURB (RESERVE J, ' --)--A • Iti- 61 F 12" -I 5' MK T R 1/8" SLOPE TO FRONT 16" TO/ ROW 1/2" R '.. •. •• • %.'"7:** *‘-: •:I. ,,:.‘7-..4•‹! =4: - 2" DIAMETER STEE.i POST • NO PARKING CONCRETE WALK DRAINAGE BLOCKOU'i • . • ' <}�\'{: r CENTEP,CD ON EACH • tiy•Ai HANDICAP PARKING SPACE " ;'• : * 3" ID. PLASTIC PIPE ,,., t' FIRE LANE 2" 3/4 -0" CRUSHED ROCK1 •t �- 1.0W AWAY ROAD WITH COUPLING ;� y • �•r � • '= •. ► •. 1 1/2" MAX. �` '`•'•t' • ZONE CURB JOINT % S opE 1:• Y'.f 8" TO SKEET � �•• ROAD . 41.•PMRIA '�'' '< SEE NOTE 5 ' • TYPICAL HANDICAPPED PARKING SIGN c' ORS 98.810 to \ STERILIZE AND COMPACT SUBGRADE a, ' 4• •• - " NTS 98.812 BASE COURSE , 8 O o RE i I DATE + BY SIDEWALK ADJACENT TO CURB 8 3/4" Q :zz : DNS DNS 7' CLEAR 1 CONCRETE TO HAVE A BREAKING STRENGTH OF 3,000 PSI AFTER 28 DAYS. / ,_____.,3" .` _ �, I ��i • SPACE NOTES; — ,/ -' • 2. EXPANSION JOINTS .»-..� ��_1____ �_ \\\ ..,,,I A. TO BE PROVIDED: 1/2" ROUND t I • 1. CONCRETE:HA:L ATTAIN 3:050F PSI AT28 DAYS, 6 SACK MIX, 1) AT EACH POINT OF TANGENCY OF THE CURB. 6" CONCRETE CURB • _ SLUMP RANEF11/2" TO3". 2) AT EACHCOLDJOINT. MACHINEPLACED Bip FIRE LANE NO PARKNC SIGN DETAIL2. SIDEWALKLS SHALL BEET LONG. 3) AT EACH SIDE OF INLET STRUCTURES. 1 NTS 4) AT EACH END OF DRIVEWAYS. EPDXY 3. EXPANSION JOINTS SHALL BE PLACED AT SIDES OF DRIVEWAY 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SUBMIT TYPE FOR REVIEW APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING • WITH A THICKNESS OF 1/2 INCH. SSETSPACING NOT TO EXCEED 45 FEET. 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT 3. CONTRACTIC'^! JOINTS i';.`j',/\./\// // /• 4% O •' ' O O " O O ' • • O ' SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALT_ A. SPACING TO BE NOT MORE THAN 15 FEET. �� \�\�\� /��� ?. L� O n O per O .�;'• •••(...::.:•. :.• ..r; PROJECT NO. BE TROWELED WITH A MINIM B. THE DEPTH OF THE JOINT SHALL BE AT 2 INCHES19502 . :';•• - `: :ti ' UM 1/2" RADIUS. j HAL LEAST 1-1/ I ::� 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES 4 BASE ROCK TO BE 2"-C' OR 3/4"-0" COMPACTED TO 95% OF AASHTO F MOUNTABLE CURB IS USED, OR F SIDEWALK IS INTENDED T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DATE 13/12/97 DEPTH, WHICHEVER IS GREATER. DRAWN AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE RW,S A MINIMUM THICKNESS OF 4 INCHES. NOTE: �- 5. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE DESI ,NED I R►I�S/RDB E 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK A. LD. PLASTIC PIPE WITH COUPLING 1. CONCRETE CURB SHALL BE USED ON PUBLIC RIGHT--OF-WAY CHECKED I OF SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2% SLOPE. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE-DRILLED, OR AND AROUND BUILDINGS. CONSTRUCTION JOINT PLACED OVER PIPE. THE CURB SHALL BE SAW- CUT VERTICALLY 16" EACH SIDE OF DRAIN AND RE-POURED TO FULL DEPTH OF CURB. 2. EXTRUDED I SHEET TITLF�- CURBS SHA _L BE USED AROUND PARKING AREAS ONLY. MISC. CIVL DETALS CONCRETE SIDEWALK STANDARD CURB SHEE N.:tttic3r P - NTSE CURS " NTS NTSI Cl 2.0 • 13009 SW 68th SIT 97-0002 15 of 21 IF THIS NOTICE APPEARS CLEARER THAN THE Q�� 8 998 DOC'IMENT,THE DOCUMENT IS OF MARGINAL QUALITY. I I E i I I I 1VIICROFI][,1VIED - 24X1 SD � 1tP IIIIII willow I I I 111 1 t 11f I I I "RIOT 1(I1'{... :. ; ,, • M�0l1 OVA a . 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DATE BY .,, :-,:0' 81".CH\?" • a. . ,,.,,' .„.","(1.__---\ -_ .) . /2\ se" rn 4 \ \\ ,v / / 0 - tib` :EALD R 1 U" ���/ `` _\\S I E Ello'• 1-•• 1\E.' 0"c!.ci 4" \---____ , \*...!, `� I ' u, , \ `�41 _ a . • 12 -4 L, i I CH 8" 009 �� L. `� Ca \ \ • c 17 \fr \ \ ,--------- • ,„•;• ..' •' • CU • In =i / PIN 10 \\ f .1,'Iv l;h PINT 14" �� I C- ,o . idli \\ 'INE 6" _ PROJECTCll N0. 1 C71G cn . \ \ IE 10" a, "INE 8" ( ' ' 8" \ i 19502 . DATE i 3--21-97 ( •� (�,• -°NE 8" �- I DRA1M�I l T . _ I DESIGr',Eq I :Li: \ ., , ) CHECKED\ SHEET TITL \ I TREE INVENTORY, rn �- �, • O 7110.1 1---11,CH R 13" �" ; • • 1111 4 N` • • ROAD EUFFE!1 _.. a.... ` TREE MITIGATION AREA s ,; •-- - I -� EA TINGr T�'A R�b,AACE MAWS C71" fi 6 Ac_ , , .., . 185 TREE' ' 0 10 O•C. .4-,.– . , — ,-'`� t. i WILL ITo. Ab c -- .,,•, _ ..... -�- \ / UNDISTURBED UND TORY DECIDUOUSMIXED 2" CALIPER fr:.,A. ,,, '‘- ''. •-•744•2, `,.' I ......=', ‘ ---d- -,4-.:------ -..-- : Oroii /-,," --- ,ir ,------4--: • • ` V.'; 'If:: •J'• \\ v.• ••• ••;.. ; ,1 : .;.�� .�,'`t! .,,:'r .. 'V . • .mir / ' \': •• .. 1. • �p .. 41% .�•-..------)-,,r- \ • a N �V V '.1 � l��• .•,�1'rT. ,�•• \. ''••••:;,:.,.„. •. I �•! ;. • . . - • .!. . . - �•.�.�.�•.�r�.i ^ �y,�',«,.. .r►,2411k... • � �,./"•� Y • • • • s• • 1 • ammo ~am•. �7 3 Z' mi 1„,,/ _,1 iik-i„Ai • ..... ...... . I s{ 11f 4 • .rte • ', ::„..): l� '1, U : lir • MITIGATION AREA .• • f ,,••. z ( ,.�' __-y- ' I Q 17.3. uy �n 3: W NG2Ii+� � - 0 I , � w • .8( � _, ii -...:."Pck I I ) ( " • I s q 111�•�I IIMi� " �.3► �-- Z!' .. ( f ,., sI y� to' SII . T►i Nt7ML 1 Mak ` �, W�; 0� Q� '� • A .'�' I ►•. r � tfv� Q • i �.• tINFd lL1b1111o.~t311011! - ��� lil�.�' ... • ;'r'' .sib qq;�'� 4 t�r�elrevww tw►oa� •\ ►_, `� r`��4' + •• . ,.i • t�'n',, �_� .•a Ct. h u. ? 1411171 .1 • �� :i• ��,•�~ FAI9 .i�08�C11�A8 \ I • ,y ._ Is'`• �� 1. I w •'• i I N1 i wok I I 'd1:4 • ' 1 I r . , • 0 • ,. TO urr+►q '` ►:+ �_ • I .� ►". 0 ,1�!i Ii •,, -- a r 1 u: V �, ♦ VI TRW MIL C> N el. Jw \ ./." / • l •, `• y I 11:),449'. s j I iI P / ' ill IP �. c '•-•c-I1�.d rdGl rf11!TMN*UM ` '#t:: '' , . �� ��--....-r,.� Q' , •o i': I p\ I :YEW. •�'a.=s.-r Vleg ORM. • _ I • /`- K a_ 1 �' �,� aGJ� ti \ ► • • r ■ +i.::d�lagboQol 4�RS04.. y 1_ . wt .., `1G•�i"� ,. �\ •i• ! •J( _s..•._.\ j ' _.__ '••-r--`-.• _� ', y .. :1f d�0100p1ii.-.• ,•'� • ' .-4 •••, •^` • `� . • R • Da _ 70. .`41. ) 1 I .'•:l t'. I �� �PVC / , ,4.�• 4.47) \ .-- Y .. • ,, DI:.\�'' ►-' • i►Ti/(✓t*MAP • %��'r' s•�!• Ii•; ` • 1 \\ ,�` \ r�`.....4-70../.).1. i•IO.;,;; v1:ay°+:% � I I .•i. _� Mil ,� / •��•�_Ip �+ \ \\ \,.....1 i.I'� x';1111r. f • BUILD �" ,• as \•.. \ \ � � •a;:•�• 1 ;� ►'1iii,„ �. I ,!ji�)C►�` f �,�`► III r-\* '''.� / a, \ \\ y ` . •i•�•.' lh i -'r ►' 1 GIS �l `���!;,� t /tel • R.n. I , ' `., r\ l mow.• ►i �v:: 3 y, 1 �+ .IB. .11-, - 4011 • 'u � _.. Y •• , Vii. -• , \ ..� ��' �:� ►• •`-.1�'►pi. • I •�Y II��,IIF ���� �� (,RII II / , \ , ...� ; ' I 1 72 H. IIiQ 4.1,.-.-4 _rte :.nU I t7 � 1�UN�� „ Yr�/ ��:i` ,�,j, \\ • ` 1 , Q��.a, ,•1 �o � .P �� f • -;.� 41111114P �, \ �� EQdaaaIa�.�.:.;,,_..r4vogeaeo i- 410: �►•�ooil Atif •5----:44.. ..t, . ii I , JOHN A. NELSfJ 446 4"---Ps--1- - ..--, • ,• , sy�•� ---- .. . •, ,q�r \vp.....::::) a yy ,���•1 j© I1 ! I n • /mss \ / ` d?�i,r., 1� �j r 1 _ T ,I • •'T.�`�•1��•I�•� • % + �•. �, \ " ■. I ( ,� �I:t. I f it f ®'�� J� ` --- rii---(2±, / OREGON') .._•1 T_` �+ •t.. !, �:. '' \ • %� f ''-'' ..„'i. INVAI I ) I � �� a '� 41f •:/ ,' ,.: + . /cif it-�;,, ,.mum gym. .•- ! 1 ` 'E �► � 012=11211420,11SEFIKATAS?"*. tto om o W. ; P...:;: . . __.,.4"" I ;;, , ''',-.? 14 : --- ..4...?"94004: • 0— , ) ►,�, ,. "" / ��' • h 44. • ` I ��� VOs'� Ii�g1 L1- '©40 •0 J AI**.41, •,JQ. � .v..:1!L,J. Ip�llauT►eROUE� `�, - ��.!l.. -• ♦ 'Ili i .0 a ., n.'. a'. ., 0 .t�'.,,%. �:oo i blf • , lir h,elee t4 • i . ) 1 • , TK �NIOA PATHWA'r t0 ! — ------ •'". / VirtAr.v,„ \, \ • _ ri+ - a.�,►.: �� ,• tAKED IN .-iEl_D my • mita,(ring `' \ 1 flk P CWiN LGCIC R LAND `� ` '•;,• •1;�" � \ ----`� , ,' _ S.6.;41 : /�. ; <,'' = -�„ .►,;. * Mllt!!l41101lDO►tlthltCAh.. AIW.:NITEGT PRIOR tp #041g r ' • ,:t. • itot. OI�I TO AHOID .o • Q I • • lack AvAlibT eaLV Pic .� •r IJI �f_MENT OF TREE REMOVAL- s ►� / i� _ j '�! ..4.-:..."..,,,I.'-'-..*. #.M'JAIQ 0 TFt 11e TiUr,"�C G01`. N ,,• -• ,, ,- TRAP' „ +� - =tract flltll T6Q Kb� ` t s \ _ ...'�;," ,: tl I ' ,~'1.t:N►T' '- _�'� I „.._ i ; D .F''i - 0 --�.. -{� .$. \ ••'i i \ 0 '%-\`�'� �"/` f Av.-...... '' oO, J!j-� �%' %'�� '� j;■ 4,05 ___.,./ \ aiiiii, , c7 a AREA UNDER LAME MASSES •. .� % 1 i ..;:(-- 0 F - iVP .�'' t; .• •. �c .•.• E1T r-1 \t �% )' 4). ,, ,/. ii *TM) TAMS WILL REM . A6 \ v• j,;, Y,:S ►:, ..;..: ;I►Y> o . ` •i ' : hlr r6nlwo�ED IJNDI:Rat• �__�� ��/• ' • �. '' I i 7.,„, i/ \ . ' 4 111W41 - -31 ... ', '"'Vl.. "! , .L. si-114{-- ,t7Wiit il WI' I rill' #�r ' �Il 11 "ill N.II Il ■,.. • �. .:,u�►. 1'.11.:Y �' •:.,�'. �' 1 L4 I >up /4 . •, _ i • \ ';:'.'' . • ‘ •-' e•/'.•••%, - -_ • ;l ILII`-0 • - Sal• `•I!-!I!'+11 / ' \ * -- • • • N BU1 ,7G "®" a - - 1. . Iri> II � � harmillill. : 61-1111 I II ii. �i ��`�1► ilik,a •� ���.• \ s, /, % -, • : ••' ` o' •• • 1,....-; t_ ! II��.IL T'` X11gII��II �' i'= f=-s ��� ��1!j'1Ili •• -/ �, •l��i •" `ao '',Is. 1:1l / <6 a. W 4 g. ,. J I III+' �� p1.3Fr/ / / ! f .°•,:.,....„,m„,. -� �: .,.�►. _ < I \,,/ - ik' 41' ; . ‘• ,,,-.40..._ ---N �• i 41, �"• -IonSwat smo. is /';1111' (--P.::;;;064.6,a7riti � l __: 1 / �^ y,,� l/ + ';J'' o �-e` , I a. ' �, 111 Il \` ! • • I�f °I�I�jlp ./../. iL,, III' �—. , / ::.i.". . .1:';),....: ©4 # �, (._. /;�- p ,- ier..-1 --- "4.4 10.i..•.' ',. ce , pi • • 0 EvERraREMNUE .EWjghia 012123railfaill2M12142"1415311E • \ - 07-<' • ..•'. .\. 44' , T .y... :. • •-i- - . #•," (1//*' -.--------- \----\\\ (1 . • \ 1,\4,: \ ,.;) . • 4::: • I PATNIiIAY TO BE \cc. • • ti �. ''' f • STAKED IN FI \' :. •• / �, FIELD SW N ti 1 ! Cr) \ 1 • N `" �" i-ANL7SG4} ! PIItIOR TO + 4 ', ,P " �" ' • _� may' COPIIENCEMENT REMOVAL..• 'SQF©F; 4 1 ' 1 r' ' �y ao ood°evo / �� � 1 ! `�' t Q� ! ' i' - - N `�e. +' ;4..•'•• I:. �� 'i�. I h. al a'a9• 000 p ,�' 1 E `ALV E21A� .'�.+1L ��®T Ate: f� r« I� ` \en ' AN zl� •�\\ r �; \�. ,,, .. I� ' cti .0 `' '�. - REMOVE 8T. • ANC�BC:AAI Ii= •\ " 11,.4. •• : °' I. CONTRACTOR TO `' v i♦'�1 I?' WIDE FIRE .AtCC,Efs6. RED IwN�Et MAPLE •' ACQt 14EIRIM 'RE1p �lJrbET 3 GAL. A$ bHCILN vl?RfFv URN auNE1a UT' ' ITS' COMPANIES �• oCATiOhl9 OE IDD MARDI!' OF LAIN .-.;>.-----2T j j •• yj • SEE CIVIL �. \ Z� • ! +n4 °" OF ALL UTILITIES PRIOR TO CONSTRUE \ / • 1ON,�TO DEtElilrlrNE FIELD I "AND-- PRUNING DEBRIS). _1, \-•%-•• ' g "" T'34 ACTUAL LOCATIONS AND ELEVATI • , ALL E�16TIN UTILITIES 1 r . \, ,`�1�', \ • REs •TION WILL. BE COMPLETED I ����j � _. JAPANESE CRABAPPLE MAWS FLORIBUNDA ?�!" CAL. b'-D" OAC. WNET� R SW�J1v ON T P'�/,N8 :Ist NOT. TI-IE • • TRACTOR 8i•IALI. CALL • = UTILITY 1"RJ�'ECTION SERVICE 1? I•k3URb f�'1RIC ` TO CONbT1�,ICTirJN NATIVE PLANT MATERIAL. / \ i +;w:.,,,;:'.;.. \, \ .,.,r � ;� `'� • • JAC,C,�LIk-t1C7l�iTl BiI�GN TUI A JAGC.�.IEMC7NTI �1' GAL. .O'-O" OC. ?. EXAM �`rl SURFACE, GRAPE$. TOPbt�IL`� �,ITY AND DEPIW c •�/! `~ , \• \/( �-- a� .Y :'g.4- ref s !`r \ `\\\ •__\\ \. - • .�.` .. NOT ANY WORK UNTIL L�ISAtIlSFAGTc7Rr" • • r.lTION6 H4Vl: 4rf ,. f• ,- r.- \` �t J t CORRL•CTED• VERIFY LIMITS OF WORK l3EPOR j\ST , ING � J y' i ..4. 6EOUOIA eEGxJOIA1�FNDI�N GIGANTEUM BD'-D' ;+T. I?'-D" O MIN. ` .,� II -y"�%• \\) CONTRACTOR TO REIT ALL DAMAGES TO L•�l$TJNDITI7N8Q__ • �/ REY. DATE BY te------ 00 INICONSISTENCIE6 WITH FLANS TO LANDSCAPE AR\S14I Cr. • 4 •1 'tri • �-' / -- COLORADO LgPIQiJCE PIGE,4 PUNGENS ID' N't. fD'-D" OC,MIN. 4, \ .."-",„<" .� \ .,.- - .' • \' . '"� • UNLESS NOTED OTHERWISE. R1iJItSE CONTAINED WITHIN A �'' ,; ► 1 _ "`?"747°' PINE PIN I6 MJGO MUG° 5 GAL. 31-0101 O,C. 5. BED EDGE TO BE NO LESS ?WAN U' AND NO h " % `- ' `,� �, . ..0:__„... MORE THAN la 01J1tR �� L1 ,,. s � - RED TWIG DO�fsIBJ?OD EDGE OF PLANT MATERIAL BRAt:.:.NING. WNEFI! COVE C?CCIJRS, -� •'� �� .�'y. � - � C ./ GOpaNJ6 6T4LC7NIFERA D GAL. 4''•D" D.G. PLANT TO LIMITS OF AREA A6 es4o(L,L r •�` �,, ,„ '� • Q1 1 ...., o © P. LA •�8 BELLS' S GAL. 4'••tO" O.G `. CONTRACTOR SHALL MAINTAIN f•+p8lT'vE DRAINAGE IN AL' LApSC,dp� / \ .,-- ./ Z EDS AND ALL LAWN AREAS. L\ • ���g �! PJM IaM•IOC ODE1+lD}o>r.N ' 'PQM' S GAL. 4''•D" C)C:. \\ �,0. 1. CONTRACTOR TO FINE GRADE AND ROCK-WOUND ALL TIPP AREAS P+RICR + �, \\. re data=-t�-• oily LU1'KT': LAUREL MO L�'0?TO LIMN 3 GAL. 4''•D" 0.C. t0 SEEDING, TO PROVIDE A SMOOTH AND C:C7Nt \•••k"-----_-,_______ 1 �! AREA WDER LAS MASSES t c IRREGULARITIES (f9t3"1P8 OR DEPRESSIONS) rh�JAl � � \ \ EkIStINC" TREES WILL REMAIN /'.@ DAVID'S VISUp4N'f VIBUIR>�M,Ip-f DAVID I1 3 GAL.. 3'••D" of:. - 1 73 \\ UNDISTURBED UND TORY. a C�JANTITIE8 61'1OU1 ARE INTENDED TO ASSIST CONTRACTOR It. ,"VALpAT r 'P ®-•--- JAPANESE I��OTINIA P110TINIA tsLADp1rA 3 GAL. 3'..B• p, \\ `O TAPIR IR OILN TAKE 014'8 AND A'RE NOT GUAIr del f EI!L A6 ACCURATE - rn �� REI SENTA T IONS OF REC.JIRED MATERIALS. THE CONTRACTOR WALL t' 'a 0404•. ,Ii CCYRAL BEAUTY COTC'EA6TER CVTOPEEER 1?.W'I�}U Y.ARII.BEAM' 3 GAL. ?'-C" O.G. Be RE8p"CN8fBLE FOR NI8 BID QUANTITIES AIS REQUIRED BY TWE Rte.,. PROJECT N0. • .-'•+' �" PLANS AND SPECIFICATIONS. c' i=Z■o■ • WINO CRIMSON AZALE ' AZALEA 'WINO CRIMSON' 3 GAL.. ?'-b" O.C. \ .., � `' i.►S, CO-ORDINATE LANDSCAp=E INSTALLATION WITW INSTALLATION CF r 1- ."- DELAIiid1 = VALLEY AZALEA A7ALEA 'DELAiIIARE vALLEY' 3 Gi41. ?'-tb" O .w ►r:rr •a-�SU1�EA'�I�OUND BPRtN9CLEy@ .':'�!['� aRAMACtE 6Y6TEht6. \ ` \ • gal�� SALAL C+AULt t�'IA bEAt.LON 3 GAL :'-`" OCG. �\ DATE 13-21-97 ie. CONTRACTOR !WALL NOT REMOVE ANY T1!l=E6 MIRING CONSTRUCTION 'r' ) I LIRAWN_ TRA . . . . - ANNUALS WITHOUT THE EXPRESS WRITTEN CONSENT OP THE LANC6CAPE ARCHITECT. \ I + + . EXISTING VEGETATION TO REMAIN WALL Be PROTECTED 4S DIRECTED I CHECK ED c: Mill tv ED BY THE LANDSCAPE ARCHITECT. v,- , iici ---� LAuN / CHECK ED •*# �, E --- EXI6tING OGJGL•A8 FIR AND REDWOOD — _ __ Ir I i ;---_� SHEET TITLE---'_ txretlt� DECIDUOUS TREE ; LANDSCAPE I , ' ,\ 1 PLAN � `�/ 0 SHEET NUMBER-- IP 11111111111111111111111111111111111111111111111 • a \ \ i , • ... LL., ______ _______ _______ _ 13069 5W 68th -- ______ 0 15 3e) bet\.......__ iZLI ,_______ fa ____ SIT 97-0002 • 17 of 21 1 IF THIS NOTICE APPEARS CLEARER THAN THE • OCT 8 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAI.QUAD:v. MICROFILMED I s D r��.,„„„„, �I�I�I• M{,„„ ,„„, ,.„, ,r,„,„,„„, 1,,„„,;„, T ,,Tir,„,,,fl �' „„„,,,,„,,,„,,,,,,„r„,, i ii mi tit ,i it l ' : 'i a:*Rpm . l f ' , ' A ' I loin Holm, Huhn 'uiI�lil! ix! Hill n111N,tl I tt! I : +�t!JII1 rll�lull�111IIcf tflillll rril1luf n,11�1118 HAW If'ff1 11`IINlt111�111'nww1ZNl sl4n�+ '441 ',1, ' .. ,,, 4.,. Iv , ._ .., ..: t.1 -� rf. , , J 7T-- • • -111_ % I ' _ .� . _ _ . _ �. . _ _ ammo SW. RVINQED ) 1 < 0 N � 5 V) VI " • r••• • ..� I 1: I I-- 1 _) �_ I • O Q A' `,`'\\ ,�; r ° S ' . • •w . • _ _• • • +. r • ter. ear • _ . a . v v W r_ • I — "�/ •r- - / k (Aifi W :� i �„II �I I11=116----- I I ( p O 7 , ' s • 011 O • .Q • .- � . O w. �, . _ , OM NIIIIINftmceD1i ° . . 4 2 a NNW GRADE 0 0 11 11n � .- o „,.� _,.a ---..._.. i q . T ,rr _- ter- -1---p _ O I Z O Nn u) 3 46 w ; sloac ... . i ��• •61.it �” O• r -__� - I N•a � 1 d II I T I A �t Ti�IC'>1C)rY COMA GtUICMG COF:M,iR ` O � � �- �, __ rl�'' , � j yI 3 W N c\,,,,\\,p "o of 0 OD LO _•,o, I rr• x K z III i og HI 0 I �--STREET ELBOW(a) o .� ` J N� , �:,—,. 7iL.. t.. 447___11 ► —,---4----- I I LATERAL 1• ..e ° ZZ � �+ '111 ' 11 ° 0++•. 01111OILO:90" "'. ,• "�! j - ° ` "i -. NIP�''LE ♦ -0 /116 11 °' .oho O O;o n,o - / o o _ h.1/4\b‘ W Wil I II - STREET IEL►sc�Iu ` %-- Q \ C --_-....7_721:1:17' is ��i o 0� , I_ a.lT is ° BUILDING °G" , o BUILDING A i — —, I I 411) • -I I I=I 11=I 11=1 10 a 1 /II f gl tal A $ 111=111 I • I I I 7,?-/A_ OREGON S of �'' � i• ' ` -PINION GRADE ` r ` O ti�. ` • lig: �O ! (0 1111 O rise O► \\d , POP-UP •i I -111\ �' ' `�► . 0 0;0 •1,101, ,,,,,,7 00 ii Ank c, It II El `11 : '; ifs STREET ELBOW(a) •♦ O• 4i)+� ! .�, II x0Fy1. ''" IQ? 1 NIPPLE ` oIL 34 21 n •� I',r' • \ \ LCI will , so' ' '. Q. / , LATERAL �` •' l %': / �° \ W ,. !iii �i' —, o i ATl1C!R"T ELBOW \ • ; •'•,f • • ' ' . i ".., .. . t,\ • 1. ' 1 P• ,, 'l' ,. + . ;, .,,,,,,;,,i,-, fh1'''.ir '?^. .C,F `: } '4,,,,,.,,!},:. ,.I: i -.•. > ,..+ 1..-.,. .0.- - . w ..:.•. 7 ,�� .x �i � '4` { . i• F 1'4'r r �a.. J' i4i 's.• ti.v �� +, v ori' • .s..... >i� t,.vS'•'�i , 'yry y h . a f•G.- , •.,'.. 7.a•<, pe_. w ..� �;{ .t. 1, ' .' , .Y I., .,.' Y. �., ..: .. ,�' 4. .r :.,,. a.'r�l 4"k' ,.{' 1 ,08090;444".1, ' y s ,t IT ,!. iI, v F ,M r H ,� o r , . 3 J. • , ,D .at„xC: , ..i.F : ,. „+YR :41,-0,i... ,. wF r . ;.,.� �1 k ., t.:.-,' . ,r .. i., . ..J.1 .,f'k. �a�. .. , �'` _S' . �^:. � i r F.F f,N + '.4 r f ;b � ys,..o. tr' 5. r a .r� �. a ( 5 y. 1C ,._:',�. ;}:'`'1 D•:tS14'"1<': ,4.'`: ' :. �i , ''iii,i, ', ,1 Lia t,, ,;;14• 'h YI„ 'S„ ,, .4„,„1:,,,,i:,:;:,,, , �( t l,°r,G4y .lir x n. J Iv l' :'N i Ydt �t. a.. 4 t p f y •, .. 1 1 n U t.. �`. 1 t ii{ i • 4'-6” 1 C�v \ '. • -� ' >x 1'-1O" �- Wingwall 10" Front Face-- /» Precast 1 1 ,. _...... �� I_ i.... . , .. CC ', , a HIO ///<\ In --- I \��� i :i' I .N. -14 ,01\. • . - / >,./ TLI • — , \\\\.. Y - I a 7 �'' PW-1 I p.c.; / \ L, , fit? + a /�1 , M� 1... . , _ . .. . ,„. , • \ 45. I f 6 Threaded rod 12) I I w;th double nutN--Provide 9" x 12" boxout —•...-- \\\\( �- or wingwall connection plate \ \ . I . Wingwall O. I 5-/ O.<7>. . Precast i!W , \ # 1 a 1 -0 �i —40 ill .1• Culvert ` ."...>/ \ r1 .. . . . 11 �- - —.-4 ,� /., LOCATION PLAN ' .. _ . „ itDETAIL__ 2' 'DetailI /� � , . . �:,c..%%��(1waJasa�c ;: %s►a. .'w�%y�� #:.�u�; ;�ar��> tidi��rsra�tia�;ve.. +� 4t S :1, . Ir k - .•• I I I `, . I , I Primer Compatible >' 1 I• with Joint Wrap 7/'B" x 1 .3r8' butyl Rope :r Il I , I I I T of Prost ' 1• . I I I I• Concrete Unit - 9 �.yde Sea/Yi�op or • I I I I EZ-Wrap l�fap Rubber I I ! I i I,--' • , ,.. . . .... : , .. , , I I I I ( I , i .0 Inside face of Precast Culvert Unit II I I II precast culvert liv_____,.._ II I I II rA �.. � l� �� I I II �' PW-1 �. . J zrJ, ...... „, . S1 A �l®ARD ,!DIN T . . `� t n`'%chmond (2) bolt '�-- IIeI I "�' reset win wall anchor - I �`. . ��______ g SEAL. DETAIL • -- _ -. (Typ.) for 1"►a x 3" Lg .1 r �,_-- I I I `� �I bolts, (6” �c itch) : \ PW-1 s . 0 • . ( I I \• ;; '� 1x10 x14" Galv.. e (P-1) al ic'. II I I 1I A v a 1",a x 6" Lg. 45' G r:' It a I I o r Threaded Rod (2) U Note: I I I I 11 c with Double Nuts Connection PS (P-1) ES r 1 must be positioned with NO 1 14 -,� --41.-01114'-0" C small 0 holes toward •. culvert unit. .{ • I I a o ® Precast-- 0 i. I N 11 ` ►yingwo/l ,t EN, 'f�'A,._„L�►'�T�` :. ' ` w 1 �,_,,I .II > 1. This bridge hos been designed for general site ^ I II N c conditions. The project engineer shall be responsible. I ( I I I ! DETAIL „B,! for the structures suitability to the existing site A conditions and for the hydraulic evaluation -- etc/ud1rg -�- See Standard Joint I I i o �' �' scour and confirmation of soil conditions. Seal Detail this sheet , r `� i B L ..i., I I I I 2. °rior to construction, contractor must verify all I I elevations shown through the engineer- 1 I I t B .. . DE2cni.22 Design Loading: HS25-44 I�` Design Fill Height: 4'-0" max. from lop of crown to top of pavement. „ „ Design Method. Loud factor per AASHTO Specification 1 I I I Detail B Precast Nm•wall Culvert Limits = 65'-11 3/4" Assumed Allowable Soil Bearin : 2 �. �------ g DDU PSF (Verify) 1 I I I 1'-0" Headwall Furnished MA RIAL Cover all come.s with Culvert Jnit (Typ,) I D I with 2-0" wide Strip r s P eco„t units shall be constructed Ixy A I I� sructed anS d instolled of Filter Fabric in accordance with Con Sr�on • ' -11-1:71 • •• / Specifications. • �'., , I Concrete for Footings and Wingwal/s shall have a 0 , ,6 J I -____ r, \s( -Joint Seal (Typ. minimum compressivie strength of 4000 si.P�)' `l. 1 . _ \ �� �,`�, �. between units) Reinforcingsteel for Footin s' ,� 31• \ Ikih aNkC) ,._. f s 9 and ngwolls shall I400, conform to ASTM A615, 46'16 or 4617- ,rode 60. f,,.•i 4 SS/ , \/ tZ) a 4 �,�` < s'- O. 1` Joint Seal between WARP. f. �� • HV' IMNIIIIIIIIIIXM/4.RIIMIIIIIIIIIMIIIPAIIIIIIIIIIIMIW N\fr \6'• I End Unit & Headwall / .-,4 \ \may I\\\4‘ist \\##/ 4 Sfreom bed HOMESTEADCulvert I Inlet Elev. 224.0 `7/ .. k7LLAGE Outlet Elev. 2.3.0 ..\\., \ th. - / / // , / \4°. / 4* 4 . ' i ! , -4111j \& > JI,;\ ` • —v- .‘e;•, \ ;� N i tir ,, A \\ C) -N./ L _ I _ _1 J_ I Al . • ; . • q � r;6,� M / ,3 0 Perforated - >N(� D 1� �,, I � Backfill Drain �•' ...„ PLAN supplied with Wingwall , ,�0, q A –A ,•_ -,ti 6 SECTIOIV �� � BRIDGE SYSTEMS I. c 0 2'4' 8' D -� o , , r� 1 MGC MN na MGC .., 1 ,coos SW sere ,r r Date .b6 ,, v 11 P 3 145/97 cis Re.. NA 9 e, o SIT 9 7-0002 � (�. 5 �2 I � ctii (� r of 71 e •, A wNDO 5088 vartessmarasraremeswatitaker , ........ ..�...�.�..r.....--.. _........_._-_-_-.,....,.._..—_...._...`.._..._-..-....,.._�_--...+.r._........._.ter.....-...+•..... _...—..r....---._ .-__-..� ' • IF THIS NOTICE APPEARS CLEARER THAN THE • OCT 8 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED + '`y,. . : s D "(11111111 IIII 11 1111 IIIIIII 11111111111111 1 11.1111111;1111111 (111111111111 1 ,1(1!11111111 11111111 111(1 1•1111111 III 1111111M 1 111 /01M1 1 19 1 111 •111111110 111'1 111!„1,,,,,,I, ,I,n,II,,,l,n,l,,„,„,I,mIIII,,„!,1nulnn,n,iln,,,„„,!i ,„,,,, 1111„„,„,,,„1„„iiia„,„„, iiiiillin'liilllliomllmmil;uiifiiihnol,uitniiimilim rillwilm Ilmi mI!lio'ti!it1ini livinti'llFihiinutiint IuilndiiillilriuilifiwilI f ''Alt. . • • • i .. _� TIIIIIIIIIMIIIIIIIIIMIMIIIIIIIIIIIMIIIII"Illi"IMIIIII"IlliWIMNIIIIIIMUGIWINWWIIIIM 4. • • 1 • . I' • �. J • 291-8" Headwall N\.. • \ • In _� T/Headwall Elev. 235.50r.-- r-- ngwall Connection Plates v I iI /A\ I 1 it/4 . / \ ___________. 4 it 1 A ___ • ,. 4/110 4_ 14 ..._ ,, * • fill !`.- I F_lev. 23066 ,I p R `�`� r.I ii `Iy/�� I v Nt- 1 I o1 II .00p a j o I IStream �, '�d ,1 ...i - v I I Elev. 223.0 II ' ( c. • rI '/' ... ` • `♦�` /`` ` ` `` ` ` `` fr\V�? /` /♦/` ` % ``/ / / / / / I !3— �• _ i. L _ � � (43 411!!171 Or — — L_ -- __ — -- _J -- _ _ — _ ._ R 281-0v CJ'-Q y Span ____ .' rtXrF� v'^. r -• r .,n e .7 * - i • ' n If --- - -. ,D >5 t�M7.�•���ta.� , 'ut � 1s mp 1� 1 r rl ( OUTLET EM.) ELEVA TION 0 . 8' , -4 Wingwall Connection Plates • 1' 6 v 29'-8" Headwall _ T/Headwall Elev. 235.66 ~' 3'--9" 3'-9" 31-g N 3._9 N _ `-" -- - _�_ = , �'444,,,,„,,,.. ' I c► !' . - .... _17....---- — 1 — - — — — - ------- -----. . -lii -- -- -- .. ___ _ ____ I CN Elev. 230.66 -h 1.'4 • 1 ' - or i •i ,I 1I 11 _I /• �� • t • i I �, Stream Bed 411 —— ------- k `„, I Elev. 224.0 �_--� • e.•••••""-"--..".......''...- �� 1 I 1 i ____L_____.---------- • to R 1 1 I I I I „I N eso • L- - 1 --- - - -I- - _I 28'-0" Span !- - ._ - - - __ - --� - - - --- 1- - -- ---! •Ln 1 CO 1VI 10" . . INLET END EL E VA TION . , 0 2' 4' 8• , ---Precast wingwoll A ______ ,,,. „..< , ,, , › \ 28'-ON Span a -111111111 (0 1 0 Perforated drain 28'-0" span x 81-0" rise Uprecast�" cullet unit I 3 L supplied with w:z:11 ,ianchor • LB IIN Gronu/ar • Z0,—i✓'N Backfill • 1 -� U cb ,� ° 4. .t` \i\\ \\i iN :_z.,.3-.•,-, /.., , /„/ Pi �-. ----T /.•/\\ I ° e d o o R I d • C . e , Reinforcing not shown ' `a �; °a d ° Grout - , ' for clarity , •• ' �, v I 91-0" I J\J ° a , H .1\ ( `� DETAIL "C" /I/ <, , ..7„.!-, ---1 1 , -(5) '6 Top & bottom w/ SECTION —B © ,�4 ties ® 2'-0" o.c. - o ?. 4' P' • ¢�, \ Nillit ..,) -l.eg of precast SECT/ON C— C culvert .�.. . . • </I/ WARD Culvert ° �• 2' _ 4' o _ 3'-9" 3'_g" OREGON aii '�14` '�- '� �� 3" 1 -0 3" > IMP — . .• ______I . HOMESTEAD VILLAGE ..1 ...044] VI O --Ir---IP--Ir------6----Ir- c, °moo Q cS� Ct A ,,6 I R a J ° L� d d n\ \ d r � •e�I 141 . r..., #1 ,— " ���r, � I `� FOUNDA TION PLAN 9 Q .. 0 2 4 B (9 lop & bottom w/ •1 ' �� CON • _.—__�' #5 ties ® 1-19 0,c. ,. BRIDGE SYSTEMS DETAIL "C" 1111111111111111111111 v �t im - 1_ MGC Zm. Ord • MDQ ' MGC shot Ha � g (2Job Na C/S Re Ma 13(109 SW 88th ■�. / j � ' SIT 97 0002 .._ c'G S 143 ill 1/15/97 5088 50168 �� 20 of 21 1 - ._.- _ __.__-._ ___.._ _._... .._.._-.._ IF THIS NOTICE APPEARS CLEARER THAN THE - OCT 8 1998 • SDOCLJMENT,TIIEDOCIJMENTISOFMAR(,INALQUALITY. MICROFILMED fl,1111111.1.14111[IIIIIIIIIIi 11111111111111 111111iI1I;I�I�i /MI11111111 1 Ilfrillillil I IIIIX . . s Dillll1ll,l�Illlill1fll1l i lllll1i1llliliI1IIi1I1II'III! J IllIlIiIlIl1' i1l1i1l1l1 anN ---� '�' f «t i —T ��`` 1 �I N n to - x1 `�-3i I .11111IIIIII111111IIIIIIIIIIIIIIIIII111IIIIII1111111I1111 IIIIIIIII 1111h11111IIIIIi1111iIlllni 1IIIII111111l111I11 IIIIIIIII IIIIIIIIIIIiIIIIIIlII111111IlilllllllllllIIIIIIIIIIIIIIIIIIi lllllllr nI1I111111111I1111 II11I111111;'1 ' ,,,�,ll�m11111 nnitnl ,nllllmm�lnn InIInI1I1111l111�l111 f • l • N. • . �t�C ... ik'�`a1.E.SwdFf' .�1+�" ,,.i1h�, .,. .ai:�'{rin4b. a"Li..b,i o.".,... .. ...s: ., L.> . 1 ' 16 • t. ::} } �i -.,� f,,,•i -i: oitY • i6T }^' .i1R�, r .. +1 � r • '!.e • .meq. • r. a"N .^':JEtR.1Y` i4 t, N Gr 3 • SPECIFICATIONS FOR MAhUFACTORE AND INSTALLATION ut C....,ONLSEAN BRIDGE SYSTEA/1S ' ' . , . . . , ' • • . .r .,. .-- . - -.- '?- --:- . . ,!. . .., .. . . . . . , , ...' . .. . ,., „ ',, V.. ... ' . .,. . .. , . ...; . .. . .. ). SC,'RlPa� F TiOh' .; • This work sha• ll / �N 8. TESTING AND /NSPEC IVON Y,P�; .; s °° , �' ' _ ` i„; h` • ` t • r... all i st of construeI �" /►]� flrl ain �. .- �anS1 Culvegrf ""' '• rater... ,... „y„�. .-h .� 'a€`,.A'+�ra�r.'A. 7n- ,+�os2�sir }',s, :r,'+., '' ,;'`i'• � accordance with these g6.1 The culvert dimension and reinforcement details shall 8.1 Type of Test specifications and in reasonably dose yP Specimen - Concrete compressive strength Culverts shall be subject to rejection on account til any of the accordconforan} with the lines, grades, design and dimensions ions shown on be as prescribed in the plan and the shop drawings shall be determined from compression tests mode on specilcatiorr r�. 'uirements. Individual culverts maybe rejected 15.3 External Profecticx, of Joints - The butt joint mode Ly ' • provided bythe manufacturer subject ct to the cytknders or cores. For c index testinga minimum of tlto the moons or as the lines, byad the Engineer. . provisions because ofod' roar cul anyof the following: g culverts shall be covered with a / ' h s • ' )1180.„.,.,. , . . . ,, 7 1 of8 x 38 Sect on 7 • The mrnmmum concrete compressive 4 cv/inders shall be token during ea+.•,', production run. of g (1 1/4 round equivalent) piece a0 bulgy rope d a m%nimslr:, j , ' strength shall be 4,(XXl psi The ,minimum steel yield For core testing, one core shall be cut from a cu%v�ert • 131 Fractures or crocks passing through the wall, except di ° e9 �e wide pant *rap. The surface shall he free of . . strength shall be 60,000 psi, section selected at random from each groupof 15 dirt before applying the joint nraterir' A primer for a single end crack that does not exceed one halfrun shall be cand side of the compatible with the Precast reinforced concrete Con/Soon culverts manufactured In culverts or less of a particular size and production the thickness of the well. P Pint 7c7p Lie used shell be oppl, d accordance with this specification shall be designated by shun The cu/vents are designed in accordance with the run, For each continuous production run, each group of for a minanum width o/ .nine intoes an eacheachpint, anal rise. 'Standard Specificationsby the AmeSpecifications for Highway Bridges- adopted 15 culverts of a single size o fraction thereof shall 13? Defects that indicate proportioning, mixing, the extarnav wr`ic steal/ be either EI-WNA,^ RU�Eit by PRt SS- .SfAi rican ssociation of State Highway and be considered separately for the ;.urpose of testing and molding not in compliance with Section 5 CAS''`ET COf�PL�R0IIgM, SEAL ►9Kg l by MAR !.'A(: AiAArUFAC'?JRINC CO.Transportation Officials, 1992 including the 1993 anal 1995 acceptance. 4 production run approved equal The Joint shot/ be covered contlnuouolY Transportation _3 MA 1 RIALS• - CONCRETE Interim Specifications; and the Alternate Militcr y continuous if not interrupted fc, more than 3 13.3 Hone from the bettor of one culverts J Honeycombed o aeon texture. e°c .an leg, across the tap of The concrete for the culverts shall be air-entrained when Loodrny. A rnirnirrnum of one foot of cover above the consecutive Boys. the arch and to the opposite cu/vert section lop Ary Ives installed in vireos subsets to freeze-thaw conditions, composed o/ crown of the culvert is required in the installed l.f 4 Damaged ends, whore such damage would prevent making shot result in the pint wrap shall be a minimum of six inches • pvrfland ,:Brenn!, fine and coarse aggregates, condition. (Unless noted otherwise and designed 8.2 Compression Testing - Cylinders shall be made and a satisfactory pint, long with the overlap running downhill. admixtures and water. accordingly,) tested as prescribed by the AST C 39 Specification. Concrete shall contain 6 t2 percent air Pie vin entraining In addition admixture shall contain to AASHTO M154. Cores shall be obtained and tested for compressive to the pints between units, the joint between the 6.2 Placement of Reinforcement - The cover of concrete over strength in accordance with the provisions of the ASTM 14. MARKING end unit and the headwall ,�'►r�ll also be s»aled If urarag 331 Portland Cement - ,Shall conform, the the outside circumferential reinforcement shall be 2 C 497 Specification. Each culvert shah be deafly marked bywafprecast wingwolls, the titrant between the end bel a unit and requirements • of ASIA/ Specifications to the Type 1, inches minimum. The cooler of concrete over the inside Y e too/ paint. dcJ The fallowing shall be shown on the inside of the vertical leg the wkngwol/ shot,' be sealed with this type of wrap or at the • circumfee:intra/ reinforcement shall be 1 1/? inches + discretion of she Type ll, or Type 111 cement. of the culvert section: Engineer, filter fabric shall be substituted minimum. The clear distance of the end circumferential 8.3 Acceptability of Cylinder Tests - Failure of any of the .32 Coarse Aggregate - Shall consist of stone honing o wires siva,'/ not be 'ess than one inch nor more than two 28 day test cylinders to meet 90 percent of the minimum Culvert Section Span X Culvert Rise During the be ckfdl%ng operation, core shall be faker, to loop inches from the ends of the culvert. Reinforcement compressive strength requirement can be cause for the Joint weal in its proper location ow the pint. - • size of 1 inch. Aggregate shall meetP I ' maximumirernepnfs for A in C33. shall be assembled utilizing single or multiple layers rejection. Dale of Manufacture • of welded wire fabric or utilizing asingle layer of 154 Backfill - Backfill shall be considered as all replaced excavation and newrequ ,3 3 Water Reducing Admixture - The manufacturer may submit deformed billet-steel bars. The welded wire fabric 8.4 Acceptability of Core Tests - The compressive strength y9 Name or trademark of the manidacture�r embankment adjacent tam the Con/Span bridge units and wargwalls Theo project this section.s shall for approval by the Engineer, awater-redm,cing admixture be composed of circumferential and longitudinal of the concrete in each grasp of culverts as clefihed car:traction and motial speciorfications which in./ode the specificationsspecificationsfor the purpose of increasing workability and reducing r'ires meeting the spacing requirements of 6.4 and shall 8.1 is acceptable when the core test strength is equal I l`rN ]� 110N R 011/D �� for excavntir+;, for structures and roadw�iy excavation +acrd embankmentnembankment4 in the water requirement for the concrete. I.ontoin sufficient longitudinal wires extending through to or greater than the design concrete strength. When NT cconstructionconstructioshallapply except as modified section.the culvert to maintain the shape and position of fhe the compressive strength of the core tested ds less 151 Footings - the culverts shall be installed on either 3.4 Calcium Chloride - The addifibn Po the mix o/ calcium reanlorcenent. Lorngitud%nal distribution reinforcementthorn the design concrete strength, the culvert from provost or cost-%n-place concrete footings. The design No l>eckfr/l shall be placed against any structural elements un!N they hove ocvrtvin%ng calcium chloride will may be welded wire fabric or deformed billet--steel bars which that core was taken, may he recoed When the size and elevation. of the footers shall be as determined beer, cpproved by the Engineer. chloride or admixtureside - not be permitted. and shall meet the spacing requirements of 6.4. The compressive strength of the recore is equal to or by the Engineer. A three inch deep keyway shall be • ends of the longitudinal distribution reinforcement greater than the design concrete strength, the formed in the top surface of the footing three inches sackfrll against o waterproofed surface shell be placed carefully to avoid • `�. �'�A ]ER/ALS -- S�T£EL f�E.! F©RCEiUENT ANO HARDWARE shall be not inure than 3 inches from fhe Ards of the compressive strength of the concrete in that group of dear of the inside and outside faces of the culvert, damage to the waterproofing material. ; culvert culverts is acceptable. • unless specir?ed otherwise vn the plans. They footings All reinforcing steel for the culverts shall be fabricated and shall be given o smooth float finish and shall reach a Mechanical tampers or approved compacting equipment stroll be used to compact 6.3 Bending of Reinforcement - The outside and inside 8. 1 When the compressive strength of anyrecore is placed in occordonce with the detailed shop drawings submitted byP g compressive strength of 2,000 psi before placement of all backfill and ember-eke-tent immediately adjacent to each side of the culvert the manufacturer circumferential reinforcing steel for they comers of less than the design concrete strength, the the cu/vert sections. The completed footing surface and over the ;f the culvr�rf until it is covered to a minimum depth of one , the culvert shall be bent to such on angle that is culvert from which that core was taken elicit be shall be constructed in accordance with grades shown an foot. The back:rii within four feet of each side of the culvert shall be - 4.1 Steel Reinforcement - Reinforcement shall consist of opprvxi;notely equal to the configuration of the culverts rejecfec: Two culverts from the remainder of the the plans Men tested with a 10 foot straight edge, placed in lifts of eight inches or less (loose depth). Heavy compaction �`" outside comer group shall be selected at random and one coreP welded wire fabric conforrn%ng to AS1Tv! Specification Athe surface shall not vary more than 1/4 inch in 10 equ�pm�gnt s�hotl not be operated in this area over the cuh»1er( antro it , shall be taken from each. If the compressiveis covered to a depth of one foot, 185 or A 497, or deformed billet steel bars conforming Spacing P feet. If a precast concrete teeter is used, the 64 Lops, Welds, and - Tension splices in the strength � o ASTM Specification A 615, Geode 60. Longitudinal of both cores isequal to orgreater • contractor shall prepare a 4 inch thick layer of '•W4 .,. distribution reinforcement may consists of welded wire crrcumlerenlial reinforcement shall be made by /upping. than the design concrete strength, the compressive camoocted granular motorial the full width of the Lightweight doze's and greeters rnoy be operated over cu/alerts having one ix! �. : fabric or deformed billet-steel bars. Laps may be Pock welded together for assembly purposes strength of the remainder of that group of footer prior to placing the precast footer of torpor} cover, but heavy earth moving equipment lar than a G- 4 Dozer >:� �' For smooth welded wire fabric, the overtop shall meet cu/vents is acceptable. if the compressive ( �,' weighing M excess of 11. teens and hovnrng track pressures of eight psi a► '!+ • the requirements of ACI 12.8 and 1219. For defamed strength of , 'the, of the two cores tested is less 152 Placement of the Culverts - the culverts shall be greater) shall require two feet of cover unless the design cover is less than ' S. MANUFACTURE welded wire fabric, the overtop steall meet the than the design concrete strength, the remainder laced as she ' • requirements of ACI 12.7 and 12.18. For deformed billet- of theP N!1 on the Enguneers plan drawings. two feet. In no core shall equipment operating in excess of the design /nod 5.1 Mixture - the aggregates, cement and water shall begroup of culverts shall be rejected or, at Special core shall be taken in setting the culverts to (HS20 or h'S25) be permitted over the culvert unless approved by CovrfSpan. • the option of the manufacturer, each culvert of the trop line and aro proportioned and mixed in o hatch mixer to produce a steel bars the overlap shall meet the requirements of ie. The cu/resits shall be set on • homogeneous concrete meeting the strength requirements Aa 12.2. For splices other than tension splices, the the remainder of the group shot! be cored and 6' i( 6' mosarije or .rte+e! sonans A minimum of 1/2 inch My additional fill and subsequent excbarstion r �: • sp pop portIona' overlap shall be a minimum of 12" for welded was fabric accepted individual/y; and any of these culverts shall h, / q squired to proaias this of this eeificotiaa. the proportion o; gap c prewired between the footing and the minimum cover shall be mode at no additional cost to the project. n. cement in the mixture shot/ not Du loss than 564 pounds or defamed billet-steel bars The spacing center to shot hove cores with less than the design concrete bottom of the cul►ertfs vertical legs The gap shall (6 socks) per cubic yard of concrete. center of the circumferential wires in a wire fabric strength shall be re,�cted. be filled with cementgrout artland cement elrsd water As a precaution sheet shall be not less than 2 ;^ches nor more than 4 (P ogooa»st artroduaing unbalanced stressors in the alive and or cement mortar composed of one port port/and cement wingwalls, when placing bodeIN of no time shall the difference between the • inches. For the wire fabric, the spacing center to 8.4.2 Plugging Core Holes - fie core holes shall be and three parts of sand, by volume, and water) heights of h71 on opposite sides of the culvert exceed 24' cured• for a sufficient length of time so that the center of the longitudinal wires shall not be more than plugged and sealed by the manufacturer in a manner concrete will dficien the specifies' compressive 8 inches. The spacing center to center of the such that the culvert witl meet all of the test Backe, at front of wingwdls shall be carried to ground lams shown to V 5.? Curing - The precast concrete culvert units stial! be V lop strength in 28 days or less. Any one the followinglongitudinal distribution steel for either line of requirements of this specification. Culverts so the plana €, methods of curing or combinations thereof shall be • inches. arcm9 in tap slab shall be not more than 16 sealed shall be considered satisfactory for use. used 8.4.3 Test Equipment -' Every manufact:,rer furnishing `'` • 5.2.1 Steam Curing - rhe culverts may be low pressure, 7 P Rl____ �( VARIATIONS culverts under this specification shall furnish all steam cured by o system that w,1/ maintain a moist facilities and personnel necesscn y to carryout the , 71 Internal Dimensions The internal dimension shat' vary test required. • atmosphere. FINISHED GRADE lW., � � : i } not more than i from the design dimensions nor more . � 5.�:2 Water Curing - the may be water cured by than ; 1/2 inches whichever is less. The haunch t....._ j ft' , s� ' any method that will culvertskeep the sections moist dimensions shall very not more than 3/4 inch from the - - • . . ' • 9 JOINTS l JMITS OF CRiTiCAI. design dimension. - COMPACTED MATERIAL �I BACKFILL ZONE (C.B.Z. • r • 523 Membrane Curing - A sealing membrane conforming to The culverts shall be produced with flat buff ends The ends of (SEE CHART BELOW) ) " the requirements of AST�y7.2 Slob and Wall Thickness - The slab and wall thickness the culvert shall be such that when the sections are laid • qSpecification !; ,309 may be o applied and shall be left insert until the required shall not be less than that shown in the design by more together they will make a continuous line of culverts with a `r ,�," . •4:''..t.' '4.9'.'''''''� I • '` ' ° l� �. /� , c n + o Ate il concrete compressive strength is attained. The than 1/4 inch. A thickness more than that required in 1 smooth interior free of appreciable irregularities, all � o� Au o• - concrete temperature at the time of application shall the design shall not be cause for rejection. II•I� lir compatible with the permissible variations - in Section 7. be within + len degrees F of the atmospheric The pint width shall not exceed 3/4 inches a c It=- temperate �. All surfaces shall be kept moist prior 73 Length of Opposite Surfaces - t/ariations in /Dying I l!= (------- II I . ' lengths of two opposites surfaces of the' culvert shall •; to the application o/ fhe compounds and shall be damp I Q WORKMANSHIP AND FINISH o when the compound applied not be. more than 5/8 inch in any culvert section, --I,i it e.irceat where beveled ends for /Dying of curves ore ii 4'-I)" MIN. it The culverts shall be substantially tree of fractures. The li� ;; -II 5.3 Fors - the farms used in manufacture shall be sufficiently specified by the purchaser ends of the culverts shall be norma! to the walls and centerline INSITU , rigid and accurate to maintoar the culvert dimension within of the culvert section, within the limits of the vrlriat,ons SOIL INSITU the permissible variations giver, in Section 7. All casting 7 4 Length of Section - me underrun „d length of a section jl. Z .z SOIL 9 givers In section 7, except where beveled ends are specified -� -iI surfaces shall be a/ a smooth material. shall not be more than 1/2 inch in any culvert. The surface of the culverts shall be a smooth steel forma 1=i� �' 1=1 -11 TIGARD trolc'eled surface. Trapped air pockets causing surface defects Ii ` 5.4 Handling - Handling devices or holes shall be permitted 7.5 Position of Reinforcement - the maximum variative in SPAN r___ shall be considered as part of a smooth steel form finish. s in each culvert for the purpose of handling and setting.• position of the reinforcement shall be 1/2 inch. ELEVATION • In no case shall the cover over the reinforcement he less 5.5 Storage - The culverts shall be stared in such a manner to than 1 1/2 inches for the outside circumferential steel 11. REPAIRS NATES or be less than 1 inch la the inside circumferential 1. SFE HEICON/SPAN S IRCATIONS SECTION 15.4' FOR BACKFILL SPECIFICATIONS. HOVESTADVILLAGE prevent crocking or dar;,;.,e. The units shall rot be stored Culverts may be repaired, if necessary, because of imperfections steel as meas._ ed to the external or internal surface 2. FOR ALL HEIGHTS LESS THAN 2'-.0", THE FIMSHED GRADE SHALL BE THE BOUNDARY in an upright position until the compressive strength isoin manufacture or handling damage and will be acceptable if, LINE FOR THE C.B.Z. -Si minimum of x,000 psi. of the culvert. These tolerances or cover requirements in the opinion of the purchaser, the repairs are sound, proper/ 3. BACKFILLING OPERATIONS WITHIN THE C.B.Z. SHALL. BE PERFORMED IN UFTS OF 8" h finished anal cured, and the repaired section conforms to the Y DR LESS (LOOSE DEPTH). do not apply to mating surfaces of the pints. 4. MAXi�tIJM DRY DENSITY SHALL BE DETERMINED BY AASHTO of this specification. T-99 CR OTHER APPROVED A �' 7.6 Areo of Reinforcement - The areas of steel METFtOus. • CO ra- �MeEsr�� 4^ ! Y t 5. BACKFILL SHALL BE COMPACTED IN LAYERS UNTIL THE DENSITY IS NOT LESS THAN b''4~ "" '1 o reinforcement shall be the design steel areas as shown ' INSPECTION 95'r OF THE MAXIMUM DRY DENSITY. g', + in the manufacturer's shop drawings_ Steel areas ECTION _ :1 • . Qgreater than those required shad! not be cause forACCEPTABLE MATERIAL ACCEPTABLE MATERIAL The quality of materiels the process of manufacture, one the SPAN FILL HEIGHT r ' �/ 41 1 ,mo w ' INSIDE C.B.Z. _ OUTSIDE C.B.Z. a rejection. The permissible variation in diameter of finished culverts shall be subject to inspection by the purcinaser. s 24'-0" 12' o" Al, A3 .. - - ,` , • any reinforcement shall conform to the tolerances �"� PAINI m s; 24'-0" < 12'-0" Al, A2, A3, A4 • .. ONt . • 3 Z-5 prescrbed in the ASTM Specification fnr that type of BRIDGE E d READ 4/��s 9°FCt.OttC reinforcement. - - . e 24.-o" e. Al, A3 _ _ SYSTEM. /4 NSVD .i/5/96 SR-CLOW; .. EMBANKi0ENT MATERIAL PER PROJECT SPECIFICATIONS 1 .411-i• ' ' ' h, REwsTD 10,04 .5Ff 1.D11G AENSD 951210-579943 -'25-9y SJ�EC'1.ONG ` ,, REMsfD 5-ta--9J 9°EC1,D'eC 13009 Svv 68th �_��_� Dee. � i M. 1 MGC MAI MGCShwt t n BACKFILL REQUIREMENTS E..,4/.. P(2� S I'2I31 f % t ,�,, Ref Na 3 , SIT 97 0001 i ' 21 of 21 -- _ 1/5/97 5088 5088 IF THIS NOTICE APPEARS nCLEnARER THAN THE • OCT 8 199E1 DOCUMENT,THE DOCUMENT IS OF MARGINAL QQIALITY. MICROFILMED 2 . s D 4iI�I' �i� IIi iIi�II�CI�I� I i� lll { ill,ll 'l �I �IIIl,t,,ilIil„ I'IIi, iII'I �„ilI11 { III,„I+I } iIII„„I„ IIIill � I li„,l'i -INCH MAE .;Ti n ts -ii� llIl lnnlllnilnlnInllilnllnllinlllnl I I , IInlnllllnllllllnlntlilullu► lull►lll !i►IlilllulliiiAllhlllflhlfllillll NtIIHi iiIIIII Holm! ( NII1{'min jl i _ . ,