Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4983-3
- --- - , ... ... ......... . ... .,, .,., .:, , .,.. _1 11 - 1 " .. .. ,,.. ... �... €.:. . �..... _. 1111. .. ,,. 1111. ., .. 1111 1111. .;. - --- . ........ ................ ........ . ..1.111 ........, ..� .. ................ ................................................ ........ ., .. 1111 .,. , .,. .. 1111 ... . ..............; ,. :, .. 1111, .,. .., 1111... 1111,.. 1111 ................ ................................................................................ ........... .. ....... .......1,.1,11 ,r•--...� .... ,_111.1 ,., : , ....... _... 1111 :.:�...., t �- 3 _. :n:..«::n «„«, ,«.. 1_117_ 7111,,, „«,_, ._,,, .,«..,, .n,.,.n. 1111.•. ........... ........ .111..1, ,,,......,,..,.. 1111. . .- ,,,.,,.....•..,.... i.... �_ : _ „ 1111 �.,. , ,» , ,. _ , , , 1111. « .« .,, 1111 .«», . «. «1111 ,« .. .«.. - •- __ 1.1.1.1.-- -1.1.1.1.-- � .,, �--1.1.1.1.-- 1.1.1.1.- -1.1.1.1.-- .., ._, �€ �- � � «1111,, ,.«, .,�.. ,._ , .,, ....... ............... 11...11 1 1,...... , ,...,... _ ,,, .. ,.... ... ... .... ... .... ... ... ... .. . 1111. - ... 1111,.. -- ... 1111 - - ... 1111. � 1111 .. ........ ............ 1111.., .. 1111. ,. , ..�::- -• --• -�' . _ .-`:..:. < .., 1111 ... 1111 ..:::::.,.:� _ ... -- . � „�.,_ 1111,., ,......�--. 1111-- ..¢,,..,.�.,, „�,_.: - ,._�,.,., ., ,,. 1111, .. .. ........ .. 1111. ... ....,,....,,. .. - �- : " k.., -- --- - �.. .. - ,:-:.. -- - - - - . 1111. 1111... ., .,. .............. 1111. 1111 ., __.. 111.1. 1111 1111:., 1111 1111 ....� 1111. ... ...................... ................................................. ........ 1111 ... .. ... - - _ .. 1111 ... ............_..... _... 1111 .. ........ ., 1111. ,....... 1111- -- ........._ _.. ... ,.. ,.. ... 1111 .. ... ... ... ,.. _ ... ... ..- -- - - - - ..................:............,,,..............,..... 1111.. 1111. ...,.,...,,.. 1111. ...,. „ 3 .,�.. I:: ........ ................................................................1.,..........,....................- - - a - , 1111. .. 1111 ........................ .,. 1 __ - - - _. . ........... ..w. ....., �' - -• -•- -•- .__ .�,.._ 1__111_ ... ,. .. .., ... .. .., .,...•.......... ........ 11...11......._ .,.. 1111,.., 1111,,-- -• 3 - .......,....,,...... , , . ... ,.,,,...... :................ ........ ,. _1111 1111 1111. .. _ 1111 ................................ ........ ........ ........ .. ... .. .. . r :.,........ .._ ... - . 1 :..::...:::::::::::::::;:::::'::::::::::::: ............. .:'. ,,... - :..1111 ....:...... :.: .., >` -.-.. :....:.::.. «..........,. ».,«, _. ,«, .,,..« ,«.. «.._. _.� , 11 1_1 1 - _„ .,• •-• ,,.- --- ----- ---- ,-__. _._„ _ «,, 1111.». ,«. .. ,«... ,»., «« ,.,,, ---••--•8-- , ,,, ,. 1111_ _ , _ s . 11 11, ,. ,, .,_ ......... „ 1111. . �. - -- -- ,. -, 1...1 .. 1111 .. 1111, .. ..�.. ..,t . ...d:: ; . .: .«1111. .. 1111 ... 1111 ... .. -- _.._ ..,........._............................................................................... .::::::: ':::......: 1111: 1111 �::1.•'111 1.1.11. ,_ . ». 1111... .., » . .,.« --- ----- - ...., 1111. 1111, ::::.:::"::::::::::::...,, ....,.:..,;'. ::::: _ ........ .............................................................................:::,,:.-...... ,...- ......3....,.. -..,,............,,.., .,...,.. ,..........,.......,........... -----•-- - _ , ,.«,_ •--.-,•••-••••--•----• .............», 111.1,,. »»» _., �, ., _. .. ,- • •- - _1111 . �.. «._ _,.. „«. _1111« -•---••- ,.,,_ ,_ ,. „_.. ,., .-:.1. „ 111 1., ..,.,,,, .,.1.111 ..... ................ .. , . , 11 ::::::,.._,.,,. , .............. 1111.,.- .. ., ., 11 11. .. ,. , :.. . r.... :: .,....,. ,111...1 ........ ........... ................ 11....11 ....,.., .1111.,. 11.11,,.. 11...... 11.,,.........,..................... - . ,,..,,....,............. ,...,.....:.....:.,.,...:,:..:: 1 111. ,::.:::::::::.,... _.1111.. �...,.... ....:..::. ::::;:::::::::..:::::::.:::::::.::::.... ,.. .. .' „ .,. .. 1.1..11 .. 11.:11..: _ . r .... ...... ........ ................ ............... ............. _ ... ......I- ,,.,. ,, I—..1 ,....,....•,. , ,,.,,....,.... 111 ................ <.., ...,..... ....,...........,...., ....,... ,.........,...,. ,...,,........,........, .,..,.....,............, .....,., ......., ..,...,.......,. - - i- -,,,.._..,.........,...................................__... 1111... _ .. ,,,,, ,,,,,,,, ,,,,,,,, ,,,,,,,,1..........�•------ - -1.'7 1111. .1_..".. 111.77. 1111,. .,. .., »....., ««. 1«11 1..« „«, ,,,,,,« .... 1 ..... ,...,, n..., ,.,_„_ _,,,_, ,._„_, ........�,_,,,,, ,,,,,,,, ,,,,,,_�t,,..,, „, «,_, ,_. « ,. «,, „«. «« « « .-...... , ,,. _ _ „ ,.,,,,,_,,,,_.,, ............... ........ ........ ................. . , 1111 . ..................._...................... ... 1111 .. 1111 _ - 1111... . ,., 1111.1111 1111. .. 1111 .. ........................................... ........... ... , . .., .,. ... ... 1111 � .. 1111.,. „ _1111,, ., „ .. ,., 1111 ... .. -1111., .. ... ... ................ ........ ........ ........ ....... . . .....- - ..- - - 11 11 .. .... . ° . . 1111 1111 , :." .. ..,..::�'::i.."" ,. ,.. 1111•«. ..«« .« ....,...,, ,,.,,.,, . .. ...,..., .... .. ,.. ....r _. ... .. 1111, .. r . , 1111... 1111... .... ... .. .1111 . ........ .... .< .::::::: :::. 1 . -; .. .. ... .. .,. ,. .,....,, .,. ...k.. ., "' :;: .:`1111 .. ... :: ::: ::, ,. .: :,: :: ::, 11.11 1111.. ........................ 1111- ................... - - -- - -1111.., 1111 ..<............, ....,...,...,,.....,......,................,.....,.............. ,.,...., 1111... _ -- - - ,,,,,,, .1 .1,, ,...,... 1 ..... ........ 1111.,.. 1 ....1 ..---- ---...,, ..------ ---11 - ----- -1__1 _ ,..---• •------ ------ ----- ---- --._ .......-?.--- , ,,,. , 111,,.1 ,.,,,,,..,,,,,., ..-,,.,. 1,!::::: ,.,,..,, ,,....,. ,...,.- - - : .......................... ........ ........ ............-....,..,....n- .,,,,.,...-111.1 1111,,. .,,,,........ ¢-. r , -- _......................... ......... .. 1111 ,....... ,..,.,.. ,.. .»„», »,,.., »» ,»,.., » 1, .,..... ,,,,,,,, ,,,,,,,, ,,,,,», «,,.,,, --„ .,,,,», ,,,,,, 1-- -- „a,. „d„ .. 1111. d,, .,. 1111 ,,,,,,,,,,,,, 1111 „ ,..,.,.. ... ..- ........ ........ ........ ........ ........ 1111, ,..,.... ...,� ,..« ,,...... 1111. 1111. ..,.,., ..,...,. ,.. 1111 .. .. 1111.. 1111. 1111. .. , . , . .. ...... ....... ........ ........ ......... ........ .. .. ... .. .. .,.. .... ... ... ,.. p� � .....,.. 1111. 1111.« ........ 1111... ........ 1111. 1111 «�,.. ? ,. ..y..- .. ,,. .. ... ,.. .. .., ... ... 1111 ... .. .. 4 .. .. .. ... .. .. ... .. __. ... .... .. .. .. ,.. .., .., .. .,. .., .. . 1111 .,..... 1111 ... ........ ........ ........ ......... ........ ........ ........ ........ ......... .. .. „_ ,_. 1111, 1111,. «« .. ........ ... 1111 .., ' ,,.,,.., 11.11,,. ......., 111_1.. 111 1.. 1 ...1 .:�_.... 1111: .. _ 1.1.11... ... .. ... .... ,.. .. ... ; . .. . .. ... . ........ ................. ........ 1111 .. ....,,,. 1111... <.......,....:. a s � i i 1111, ... ... ........... ........ ........ ................ . .................. . ........ ........ •1111, 1111 � ,` - - _ - - -. ... ... ... ... 1111 rt c.. ..,,..., ................ .................... - _ ... ,«..._ _,_,_ _ _„_ „_„ 1111,,_, ,_.,,.., 111.1_, 1_111. 1111_„ ,,.,,,,, 1111,,,, ,,,,,,,, , ,,, ,177,1,- _ _. .. 1111.. , . .. .. , .. 1111.. 1111 1_111, 11»11., 1111,, ,,...,,, 1111. .»„_, 1111, 1«111« .,«, «111_1 „_,. 111_1 1_111. _, ,w_,. ,.F,. :, `:.,...,, , .<. .................... 1111. d� •r � ............... 1111 ............,.......,..... ....................1.111 1111- - - - --- - - -- - - -- 1111 . _............. ........ ........................................................ ..... - r __,_„ _, ,,. 1111.., y .� . 1111 1111,, .., ,. , ... .., ,. ... ... .. .. 1111._ ... .. ... .. 1111. ,, � r ............ .. 1111. .. . ...........................•.,,.. ,,........ ,............. , .. ,.. .. ................... ... 1111, 1111. ... ... - .. ..---.........,., ...,..........,. :::::::::;:::::::::::::; ::;::::: ;:::::::::.:::::::::::..:::.:; ...:.::.:....:.: :.:::.:..:.. ........::..::.::.:::::::,::::::::,:::::::::::::.':::::":::':_....:...,.,::::'::::::::::::::::::..._:::::..::.:::..,.:::::...:.:,..::.::::::::.:::::: :: _11 11.:.: `. . . , :::: ..,. : '::::::: « «. «, , ,. , « «, « « », , . « « . _,� 1111_. 1111, _ �.., _, _ .- .1..111 ., ... ....... ............ I....,.................,.. , 1111 ..,....1.........11...1 ., .. ... ,.. .... : ".. . ,_. „__,. «., r-•- ":.' y. �,., " i ........ ................ 1111 .,,. 3 .. 1...11.. 11 . .. ,.. . . .. .. .. ' 1111:: ' 1111. 1111 , „_._, ._,...,,, ,,,,,,, ,,,,,,,,, ,_,, j::__,,,,y..,,,.,..4' ,,...�,..,,.,,,y ., �, 7 , „ 1111 1111 ... ... ,.}. ... , .. .. ... ... ... .....:� .. '.. .. ,. .. .. .. ..... .. ,, ....,...' ........ ........ ...._. :::,..:: .::...::.:....,: 111.1., ,. .,. .. ........ 1111 ...' derArL "o�: i .:: .. 5 _p 7,65 fl?f ............. .................. mJ � 1111. ................. 1111.. 1111.-.,...,......,. ,.,,.......,... .... CB REINFC]FtCEMENT r, 27" (52{5 rnrr,} MIN 1111 .. .. .... a ,,,,,., .. .............. . ... .. a1111 ,r ............................... ,.,,.....,.. .,......... 1111. PER SPpWr; 3Q0 N E 0 10' 11 11: 1111 :..,. a .I , 1 .. ' _...:....:.,.... 1111:. _ :.. ... '.. ... _ .. 13M E� 50 mm RCH iNAY , » ,». .,»,.. ,» „» 3 ,,,,,,,,,,,,,,, ,., ......�- -,,,, ,..,,,.:. -- „ _1111 .. 1111 1111. _,_„ 1111_„ ,,, _. ,,, ., _., ry 1iF 2 1 E .... „ :,, .,: 1111; - J itV 1111:_ 1111 ,..... .. '::.::::,.... Q tr OPENING PER i � .. .. e :: : r. . SPPWC ata ::, :, „ _ „ .. 1 + I k 1111 1111. 1111,. .,.,.,,. 1111,.« ,« 1111.. „�,,,, ,�.,, ,.,. ExtsTirlc : 1111. ,,.. „ ....................... :::..:::......:.... :... :::.: _1111 I, . .:: CULVERT E ... ... ,. 72 (30G mm} 6JIiN 1'. .I €'- :. . 11$11 -��� I,,. ,., a 1; -.� -. „�,,,,,_„ ,,. .., 11-- - ---1,, _ .,,,.,,, ,,, .I.::,.. ... -. 1111,, 1111 „«,« 1111,.« ,«„ 1111,,« ,.,« «1«111 1111.« «111«1 1111«.. «°,_, 1111... ..._ , .. ., ,¢ x -- :::.,::: 1 .1:.: 11::11: ........ ........ ........:::.:::: ::.::::: :::::::: :::::::: ::_ ..�.,, - Y`:.:.::.:,':..� .. EXISTING s`+o LD ::':. RE]N2CJRCEFAENT Ez �' .............. ,. ::'{: N ,,,,, « _,«« „« _„ „_„_ _• :1 „__,_, __ _, _ � „ 1111,,. °., e .. ... .. .. 1111. .. .. 1111. ., , ......,. • iD" 250 mm W4DL x i2" (300 mrn ::::::'::::: :::..... ° ...:i:....,,.,. ( ) .., .....1. 1. JOIN ' . n E 1 DEEP BEAM WITH 2-#13M } fiC1 3 .... :: fl IR9 - « _,. 1111, 1_111., , ,_ ,_, �,.. ,,. .,�„ p,,.,,... ,�,........'_. „_, _ _,_, ,,,. .....1 ANO BOTTgM ANd 2 12 r. 1111 ,, 1111, .....':.., �..,. 1.1.11 ,. .: tam a 300 rnm �j ...................... ._ .. OF�TIC71dAL '`' { J ES c]C :: ;:: ..... .1..11.1 _'.: _. F IR .,. ........ ....... ., 11..1 1111 .. ..,....I 111 1.. .. ... ii 1111 y,......:. ': CUi+ISTRl1GTiCNv tf3 �E4 10" (,Fi3w4 250 mmj „ ,,, ,»„», „»„ « »,«,., .....,,,�.,,,_.. . -:Y.. :.. ... ..I..�...;:, JC)NS _ ... ... .................. . „_,_ b=2'-6° :x 1111... t .. ,. _ a a i i': :::: - ........ 1111,, , 10 13ki 2SU mm} „_„_,,..,..s,,,,,,,,,,,,,,,,,,,,,,„�.,,,..,,�,,..,,..,. ,,.,.,,., 1111.. 1111.,, „ i ,. ..., .,, 111 111 . _, r..,,.. .. TH i 2 00 mm} Bi IID r .. r .. :$,; . .. .i ,, . ..',.,..... <....... 1111.. 1111 1111 .., .,. ... ... .. . .. p .. ... 2 .,� i Q .. CONN CTO I E 1111.:. , ' .:: 1111:: ,., 1111 1111 , . .,,..... . ., _1111.,, 1111,_, ,..,,,.,, 1.111, 1111,. ' ,,,,,,,, ,,,,,,,, ,�.. 1»111,. 1111.,, r 1111 , .. 4x4xW13 I E RPP a a e c c••••- 1 t30x 19 A ,...... t..,... a .,. ,,,. ,.,, ( 100xW ) G L YfJ ,,,,,,,,, ,,,,,,,,,I. ,...,... �.....,. . ... .k (( NOTES: ..••..,., .. , . i , .,. ., LENGTH = %T c CF _-- ::::. a .::.:.... , : 1111,« „«« «,.« «, . « « ,,__. , TILdTY Lt7CA TION ANp il`PE •..•••• _, 11 ' _, _ " _, , _ . OPENING PLi35 4 i50 mm 1 111 ................................. ........ ........ ..1.111., ..,,...... 1111. . [ ..«. ,. ,.: 1111... :, - - � , , , », ....,,...«,. 3 (80 mrn} BEARING EACH END SiE04iRV ON TtiE PLANS. •--- -:1...... .............:...:.,,.....,.. :1:11:1 •.:....:..:..,.:...:..., .1111: ; ,., S! CTI�]N g EKlaiiPiG f]g NEW 1 4` i(1 rr+m R :; 1111, i....,, i 1111._ i....:...`....:: : { ( STEEL SEAM =1111,, .,, . RE)NFORCEMENT INSIDE FACE ••. s � � i _ � ,.. ,,. 1111,... E 3 75 mm •• , nr GF C6 } .. r ......... r I:: _- "o i 3M 140 mm) 0C -- - 1111.,-.,,,..,:.,,..:.. °1111 ,,.., i ¢ 1111.:: 1111.. 1 f2" (1 `5 mm} 0 x 6' (1 ads mm) �v i 4 TYP is ?" (50 mm Et ... :r.,.,., ... j :., ..,. ,,,, 4.. t.'.. _ ::: ANCHOR AT MIDSPAN ANLi � -. ..,_. ..111 ... ............ � 1111.,_ r .,, 1111.. 24" 600 mm CENTERS :' ... ] .. EACH SDE ANCHORS FRAY r , C0IJGRETE PIER :::::,,..:::;;':;:: ?" :.. „'..,, L ., . .r . ... .. ...._. 1111.., 1111 i A 2 .....,.. 1111 ......... m n 1111 ... i 1111... ... ., , .. ., , ,. . . $E 57ttN27ER (?N C3ACKS[DE 40 m 4 j SUPPORTS, SPACE + ( mm 100 nim 304 . r As t� E SSARY r a I's oOF REAR BEAFA. SEE PJDTE 7 «,., ,_,.$1.,,,..,,,,,..,,,.�,,,,,,.,,,.... «,_, „ , ,,....,, 1111.. -e a r 25 mm i00 +nm MAX 2.1 ' '• .., , , ,7 . .... .. ,,. .. ... .... ... ... ... m 7 -0 a > { ) i I . .. .r �: I 3f$" (i4 rl7m} PLATE „ „,.�:,..,,,, ,,, ,,. » ,. ............... 1111 , ,. 11«11 1111 ... .............«, 1111,.. „„ _, . 1111 z,..' :., .......... .......... ............. �•---,_,�_«.._. , . ,�, �_ , 1111 .:....�::........ --= --� - --�-1.1..1.1. , DETAIL A SI CTiO3V K -X :: _:::: . ......... .. .„.,,,. ,,,.,,, , .,,, ,. ,...:::::,. � ,,....... ,.........,..,. ,.. ,,,, „ ....::::„ ..� ..1::1111 .,, .. . ................ ,.,. „ .,, Z ;;. 11.11..,.,1111 .... ................ ........ 1111 . 1111 . .fi /� r r :ASE 1 „ ,., ,.. .... .. .. 1111 . 1111,. 1111 1111,» » 1«111,, ,«» 1111, «1111,, 1111. .:;;;::; ... ,. ,., . , :'-' ,.�. ........ ........ ......... ........ ........ ........ ........ ........ _ „ 1111., , „ ,,.,,,... ; 1111:: - .`. :. 1111 :: '::::::: ,. ,.-,,.., -. , .,.. ... 1111 ........ ... .. .. 1111 ' 1111.. .,...... ... .. .. CATCH BASIL MODIFICATION :::::... ........ ........ ................ . . :.::...:: i .;.... L..'..• _.':...:.'..:..:.:.: ............... . �. 1111::' :.. 1111. 1111. : ..., .... ,,........ 11.1.1. 1111,. 11.11..- 1.1. 1.1.--••--•:::,:-::::::. 1111... »1111 1111,: ,».,» ..,,.,, . .. _ r. , ,,. _« ..«1111 ,.. ,.�...,,. $ ... = 1111 . ........ ................ 1111. -z° ` . ......... «, « 111»1.» _..«.. .. 1111 1111, �. ....:nM ........ ........1•1n% 11 „ ...........,. ........ ... ... ... .. ........ 1111., 1111,, , 1111.. - - � .:.,,..,,. ,.,........................ zW R T T .... ........ ..................... _. ,. „ _... 1111.... ,.,..,....,,.... ___ I TH REAR CU VE EN R A N CE - _111 ... 1.111- - ..... r - ..._.x ........... ....... ... „, ,..,. ,-, ,,. ,,,1111,... ,,...........,,..,., , . 1.1.,. ,..... a. 1111... 1 .1.. ,,,.,,,. ,,.,.,,..,,,.,,....,.,,, .1111.,. ,.... L �3. � I 11 „ .. .................... .1111., .. -I - .. ... .. _ ........................ ........ . 1111,,. .. ,,, ,----�-- --- -•---$ 1.• 1.1.1.-�----- -- - • �-. - -- •-- • ... .» ,.. .. ... .., =i* --�., .,. 1111,«« ,...,,,, . 1111 1111 --- -- --- , , 1111.- --- .... 1.111.. �"" - 1111_ , ._„ 1.111 . . , � - .fl:� '- ... ,.. 1111 .,. .,. ... d Q A TON ......... ....................... ....:.., 1111... , ......:: . 1111 . , .n « ,. « 1111 ., I ,. AN R ENTR NCE F'Rt3JEC ...,..,....,�.... 1111,.. ,....:............ .� . - 1111. , ._ .. . ... .. ......... - ... 1111.. ................. .� - ._. - - ., ....,.....,...,........, . 1111... / _� i.. ...,.... , ....... , 1111.. ... Q ......,k....,,..,A ... .+. .._ ._ ... 1111 _ } i 1111 �` ¢ �` -- �` 11 : ., ... ,11..1..1 STR TOR L4] SUiFACE .. EE r e ,.t -,,.. kNSI A --- -.. _ .. 1111,. ..._ _ n w L�. WALL ,. --••- r iw x Si£PS 3/4„ (20 mm}or r ,...,.. .. E # GALVANIZED L... I k ¢ ..,.,. , . •a,.. .... . I . ; . .. 1111 1111. ,.. -�� �- ..,, ..,, ..., - SAF E7Y BAR* :..:.:...,:..:::.:,::.... . ; . ':' :::::::::... ... 1111 1111 .., . .. .. .. 1111 . 1111.. r� 1111. .:...... .................: ,....... 1111.. ....,...,,, 1111. , .. „ ., • 10 , .,,« .«11.11, „«,. »„» « ..,: = 1111.. _ 1111. L ,...,:.,,.:,,:; .::,....: , .... ..,,. •. _ • .n.- « , , 1111: - ,,.,,,... .. 2 8 50 rnrn z FLODf3 ... .. .. ........ ........ ........................ . 1:..,.':. - .. ..,I,. ., .......... :.. l I a . .. .. _: ,- ,.,. x L ...';...... 1111. ..; ,_ , S AB ,,,,,,,_ _ ...1 _, .,_, ,_„_ _,_ , ,,,,,_ „ �,,,:::.< 1 _ ,,. , �, I m :::.....,.,...::::..,... 1111 ... ............................... ... t 1 i.., SLOPE T(3 .. 4 € ....... ........ } ....f... ... 1111 7 T OUTLET LU � (AGE � I . ....� ,.. , :: � ..., ...11,.11 ,: ,..,... :_::::.. ,,. ,,,, . � .... - : .' � . 1..... .. ,.,, ... ., .....,... 1111 . ........ ........ ....................... . 9U 7LFCT _1111. . ci 100 ,,..«. »,« «.,,.» 1111_„ ,_„_, *„_„ s FR©lul AL1, � � ,.«,,. „«, „», 1111. « ., �--- -• ... .. ,.. ,.. .. .,.. ---1 ,,.:,:::! :: ,,,,, ,,,,,,,,, ,...,,.. . .. .. .,,. DIRE�CTiDNS ,. 3 I �..... ., ... 1111" � � 1111. ........ ........ ... ............... ... ......... ... 1111. 1111. .:. .:. .,. ., ... .,. « .� .. f I TY ............................... ................ .. 1111... .. . U Li I I t I . «.,......«. ».» » 'lM:n »,«« 1 n ,«,,,, ,,,,,,,,,,,,,,,,, ,«1111, ,««,. ,««. " ,,, _ 1111 ,. ., I---,.. -, ,,,_-„ ,_„_ _.„ I...... ...... ,«..., . ,. ,..._.. „« ,: s_„ „$,,, ,. _, „ ..� : _ . _1.111 - _..... , --1 ,, 1111,.., ,1111.111 1 ...... ...........t - _ (75 mm) R I 1� QUTLET ,., , 1111 ...,. 1111 ... .............. ........ ........... :i...., .... ... . _.. �` ::: ,. � ................. ........ ...... . 1111.., .,...... £ ,.. ,. .., 1111... ,. 1111; :.:..,:: : 1:::: ..., I :... ; . ,,, ... .. ... .,,.....,,.::...,. ...,: . 1111. 1111. 1111 ,. . ,... SEC TiC1iN I -i ...,.. _.............. ........,,...,..,, ,,,..,,, , ,, ,- _ ,_„ „ .. 1111 n ................ ... POUR _ - - - _ _ J ,......., $ 1 1- ; .... ,..... I _ ..... ........... :.: ,.. . 1111 1111 ':. 1111.. , G ST :. A AIN , ...,..., 1111 E *,, ,,, _1111 . .. „ T .... ........ .«..,., _1111_ _, _ ,__ ,,. 1111_„ ,___, _. « °«« ... « „ ,_ ., - U[�CiISTURBEL] w 3/4 (20 mm) d1A E htf3 E, ..,..•.. ;1::1;11 1.111:' „ . _.:;::::::::; :::::::: ;::::::: ..:......:..:...........:,.......,..,:..:......:............................. ...:::.. ..:::. ' ' 1---: ,.. � ... ,-. .... EARTH GALVANIZEp ::...:....................................... j,..,....... ,.................. �. ............ - :: - _::4::. . :., ... .. ...... 1 111 r ❑ SAFETY 9AR Sk{ALL BE : - - -- - - - ... 1>� 2 50 trsm} SAFETY' 8AR*� t v 3 4" {20 mn'r 01A GALV « ,,,,,,,,,,,,,,„r,,,..,,,¢,,.,,.,,�,,,..,,, ,.,,,,.,r.,,,,., ,,.,,,,,.,,,.,,.., ,,,,,..,.r.,,,.,,, _. ,.*._..:. .,, ,,, ...., .,,,.,,: :::;::.:.,,.N. :..,,,.., .. / J ..1111. . OPTION& SUBGftR E 4 m u � $ .,,_ � � � , HL]T�ftOLL STEEL 1 ...1...: ::.-- . • ; :::'...::.:.... ,.:':..: 1111: '........1...:...:::... :' ¢':::.,., .. 3 .,.....1 .:. ! 1111 ' .. z... . t F..:;.. .. Itfi PLAN CCMiFfIRMING TO ASTM A38AA � i .�.., „ ,,, .,,, ,. ,.. «, «„ «« ,,,,,.,.., ..,, 1111, :$. 1' F ° ., 1111,. „ ,_1111, ,,„_, ,,,,,,, ,,,,, _, , _ „_, , _,, 1111,. S rW N {A36) _._„ ................ 11« 11 £ TIQ .,,. 11...11 . ........ ................ ..... ............................ ......._... ,....,.,..,, .,,..,., , 11,11 .,,, ,., .=1 . �.. . „ _ � 1111. 1111 .. ................. ........ ............. �• » „ « « , «.._ «. - __. _„ ,_„_ 1.1.1_1 ,,. „ _,. _,.__.,_,: ' CAS ...................... 1111.. - - - " _ E 2 EASE 3 ... .. 1111.. 1111. 1111... .. C � b 1111.,. CATCH B A� I N M C� D I FI C A T# U N SAFETY BAR FUR D R q P .. ................ ............... ..... 1111 ,. '• _ .. ......:.. :: ........, ........: ............. _ 1111 1111.. ,. .., 1111 ..._ :�_ _ .. ......... i.._..,.:.,,W__ 1111.. TJ AVOID EXISTING UTILITY OUTLET CATCH BASIN +00 �+OQ 40+00 STANDARD PLANS .FOR PUBLIC WORKS CON,$TRUCTION PR04ULGArtfl 0,, Tki£ ¢�� %xs VANDOMS Ne. MCDIFICATIflNS I` OIC SIDE S. ANVAR0 PLAN E�"B° 2917 OPENING CATCH-�-BASIN 314"--* Rev: 7893 rigs. 2004 US WITH 5 Ti4N5 f PC 5 C S C1 NOTES 1. MODIFICATIONS ARIE TO BE USED AS REQUIRED BY THE PLANS. ANY ADDITIONAL CHANGES ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 2, DETAILS NOT SHOWN SMALL BE PER THE APPLICABLE CATCH BASIN STANDARD PLANS, 3. RERER TO THE �PLA'NS FOR DETAILS OF THE UTILITY AND CULVERT, 4. INT'EIRFERING PORTIONS OF EXISTING CULVERTS SHALL. BE IREMOVED ON A LINE NORMAL TO THE CULVERT CENTER LINE AND A PORTION OF THE CtlLVERT RECONSTRUCTED IF REQUIRED. SAWCUTTING SHALL BE USED TO PROVIDE A NEAT JOINT ON THE EXPOSED SURFACE AN€3 TRANSVERSE STEEL SHALL BE IZIrTAINED. 5, PLACE STEPS IN END WALL OF CATCH BASIN UNLESS OTHERWISE SHOWN. �6. WHEN REINFORCEMENT IS REQUIRED BY SPPWC 309, IT SHALL BE PLACED TO THE CONFIGUFRATION OF THE MAODWIED BASIN. IF ANGLE A EXCEEDS 45' THE SLOPING PORTION OF THE INVERT 511AL1. BE REtNFORCEI AS THE REAR WALL. LENGTH OF BARS SHALL BE INCREASED AS NECESSARY. 7. ELECTRICALLY WELDED STUDS 1/2" x 8" (15 mm x 200 smn), NELSON H4t' OR EQUAL MAY BE USED IN LIEU OF THE DEFORMED BAER ANCHORS. IF THE TOP SLABS OF THE CATCH BASIN AND THE CULVERT ARE NOT IN THE SAME PLANE THE ANCHORS ON TIE CULVERT SIDE SHALL FIE OMITTED. 8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN; 3aQ cuR OPENING CATCH BASIN 308 MONOLITHIC CATCH BASIN CONNirGT10N 309 CATCH BASIN REINFORCI A�ENi 310 CATCH BASIN FACE PLATE ASSEMBLY ANI] PROTECTION SAR 312 CATCH BASIN MANHOLE FRAME AND COVER $35 S`IEEI. STEP 636 POLYPROPYLENE PLASTIC STEP A ,,,,.. . .... , Z...... i ..... .,,.,,.. .. .. 1111 .. .. .. 1111.. r ,. ... 1111:.: .::::: ... s ..11 .... . ::::::;::.... .:::::::::::. ....,. .... ....,.., 1111... 1111... . . :,...:::::::... .1:':a r ,,. ,_ ,,, ... ... ........ ........ ........ ........ 1111, ,,,..., ,,,..... ,.,,..,. .,,.,,,, ,.-,,.,......... 111.1 ... ... :.I...� .. . ,J .,. 1111 .,. ::�... , , ... ,,,,,,,, ,,,,,,,, ,,,,, ,,,,,,, ,, :::::::: 1111:::: :::':::: :::.,.. ,.... 1111.: .... +... .. 11....:: 11 1111 .., ..,..... 1111... 11...11. 111 ..... ........ .. ......., ,. U'$i${ . , , ., , . a � /�{ .., ... 1111. � 1111. .. � .� .. � .. / � 1111 � .. ,. I,., ,, s ,.. .y ... r i p r 3 :. .. i. . ,...T. .. , .. Y „: ,.. 1111 . _,,, ,_, « ,, ,,, ,,,,,,,, ,,,,,,,, ,_,_„ 111_1_ z a a 1 1111. ,1 111. .1111. .. ... ...... ........ ......... ... ...,, .. ...... ... .. , . ,� , 1111 .. . ...... ..... ,,,, .,., .. .. , , = r., -., . A........ ... , 1111. .- - ----- --1.1.11.. - -- -- .. ._ 1111 .. .. _1111... . -11 1-- .. 7 ., .. ... ................ . «« r c 1111, ..,...., 1111 . ........ ..... 1111 ........ ,,....,. ......,. ,,,,,,,, ..... ......,. 1111.... .. 1111 ... .. .,. .,, ... .., 1111 _.. �y :3 f§ T 4 rt .;. .. .. 1111 .. ..� ...,., ., 1111... �... . ........ ..... . _... .,....,, ,,,..... .,...... 1111.. .,.,.... .. 1111 .... ........ ........ ......... 1111. , 1111, . 1111.. 1111.. , ....., 1111 ......., ,,...... ........ .,...... ...,... ...°.:...... _1_111..-_., -. _.._ _.. �' , ... ........_ , 1.1.1.1.- - `�--1.111. _' 1111 ........ ..., .3.. PLAN 1 "= 40' 41+00 42+00 43+00 44+00 10+00 SCALE IBJ FEET 0 40 80 120 1 SCALE. 1 " = 40' RUDEEN TERRA VISTA LANE DRIVE �%fl I • w •""" SCHNEIDER STREET SEE SHEET N0.4 t.vll4Uvn Hrr.irt�r- 5 � 4 1 LINE 17 B)" . i r -I SEE SHEET NCS. 4 REV. REVISION DESCRIPTION DATE ENGR. CITY (}ATE SHOULD CONSTRUCTION OF THE REQUIRED IMPRC3VEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 1 REVISE STREET NAMES ON SHEETS 1, 3, 5 /27/14 WLI RS /27/14 CURVE TABLE CURVE � LENGTH RADIUS DELTA TANGENT C1 21.02' 22.50 53'31'58" 11.35 57 LINE TABLE LINE # LENGTH DIRECTION L1 703,57' N00'33'07"W L2 21,60' N54`05'04"W BENCH MARK: BM #00484 BASIS OF BEARINGS: 1.5 MI. N ALONG SIERRA AVE. FROM THE BEARING OF NCO'35'43'W ALONG HIGHLAND AVE, 63 FT. E OF 1/4 CORNER THE C.L OF SIERRA AVE., AS SHOWN 19-20, T1N,R5W & CA SIERRA, 34 FT. ON TR. NO. 14500 M.B. 251/70-74, E do 55 FT. S OF PP f7O7O66H 50-59, WAS USED AS THE BASlS OF BEARING 3 GALV. STEEL WITNESS POSTS, 5 FT. HI 'UNICO" SIGN 7 FT.. W OF KAON. FOR THIS MAP. CONSTRUCTION NOTES 0 INSTALL 24" RCP STORM DRAIN (D --LOAD PER PROFILE) 04 INSTALL 36" RCP STORM DRAIN (D -LOAM PER PROFILE) C=7.56' CONSTRUCT CURB OPENING CATCH BASIN } PER CITY OF FONTANA STD. DING. NO. 3004. - E CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3411 A=30' 00' 00"; CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 15 CONSTRUCT CONIC. COLLAR PER CITY OF FONTANA STD. PLAN 3022 8 MANHOLE VALUES STA. 42+62.31 (LAT "B-8") A=29' 54' 25"; B= 36" D1 =24"; D2 =36", TRACT N(�. 1$820 CdN� R AVENUE C=7.56' DESIGNED BY: EL "R"=1836.21 } EL "S"=1836.15 - E STA. 42+62.31 (LAT "B--11 ") A=30' 00' 00"; B= 30" D1 =24"; D2 =36"; 5 C=5.90' EL "R"=1837,01 EL "S"=1836.59 PREPARED UNDER THE SUPERVISION OF; CITY 0 F F O N T A N A, C A L I F 0 R N I A STORM DRAIN IMPROVEMENT PLANS l'vIA[�OLE M02M7SO .MAVE.,WTE2m RANCI-10 =AMONG,A, CA. 91730 • PHONE:909.4K6322 Engineering Communities for I.ife FAX: 90&481:6820 DRAWN BY: TY LLP TRACT N(�. 1$820 CdN� R AVENUE SCALE: AS SHOWN DESIGNED BY: DATE: } WLI - E NOV. 2012 I DA Arst�u I� 38837 EXP. 8-6- CHECKED BY: WLI APP O D r .0 .� DRAWING NO. 4983 5 TY ENGINEER Ft C -E, 51152 DATE Ar: J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED_20131210\2014-03-27 Rev St Names\SD\SD-Rev St Names Sht03.dwg, 3/27/2014 5:18:48 PM, dmartinez