Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6.2-390 Record Drawing
CITY OF Ll►7 1 U.1 LiLH 1111V Sheet 1Title sheet DEPARTMENT OF PUBLIC WORKS Sheet z Alley Plan and Profile, (Line 1> Sheet 3-4 Easement Plan and Prefile REHABILITATION OF AN 18—INCH SEWER LINE 170 feet East or Meander Ave. between lst, St, and. Bank St., IN BRUNDAGE LANE, A 6—INCH SEWER LINE Sheet s lunda BrundageLanePlan and Profile, IN AN EASEMENT BAST OF OLEANDER 9 (Line 4>. AVENUE, A 6—INCH SEWER LINE IN A ALLEY Sheet 6 Easement Plan and Profile fro 24th St. to Lawn St, ADJACENT OikK STREET ��ND A 6—INCH between Pine St. and. Ceder St., (Line z), SEWER LINE IN EASEMENTS BETWEEN Sheet 7 Easement Plan and Profile from 24th St, to Lawn St. between Spruce St. and Ceder St., (Line 3), Sheet 8 Standard Details NOTES: 1) CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) 48 HOURS BEFORE BEGINNING TO WORK. 1-800-227-2600 2) LINES 1,4,& 5—BENCHMARK: 386.90 CENTER LINE NAIL @ CENTER.:.. LINE BANK STREET AND CENTER LINE BEECH STREEi', USGS DATUM FB 838 P67. � 3) CONTRACTOR SHALL VERIFY WHICH SEWER LATERALS ARE ACTIVE. 4) CONTRACTOR SHALL ESTABLISH AND MAINTAIN SEWER BYPASS DURING CONSTRUCTION. CONVENTIONAL SYMBOLS SECTION LINE RIGHT -DF -'WAY - CENTERLINE — — — — — EXISTING TOP❑ FENCE UTILITY SYMBOLS LEVEE RAILROAD TRACKS WALL CULVERT HEDGE N GUARD RAIL w - WATER LINE S SEWER LINE -- GAS LINE o -- OIL LINE BURIED TELEPHONE oo AERIAL WIRE CABLE o AERIAL CABLE M.H. F. H MANHOLE -o- FIRE HYDRANT P. P. W.M. POWER POLE 0 WATER METER W.V. .. ® EXISTING MONUMENT ® WATER VALVE G. m. _ ® FUTURE MONUMENT Z --GAS METER S. L. G.V. STREET LIGHT 0 GAS VALVE ;9�4r LAWN SAND 24TH STREETS eAr."g' -ache Terrace wat0 war e Av in Mona vIVSE Y 'SCH I -wr wy. Q oLane I ¢ wre Ln IRA LOCATION MAP NOT TO SCALE a YM• IAS ANGELES S AN DIEGO I1 )F BAKERSFIELDj Z = • -ST-ATE-1, OF CALIFORNIA r St R CONTRACTOR MUST POSSESS THI=: FOLLOWING VALID LICENSES, CLASS A WN � y ck f >I m BAKER SCH I Terrsct �� ADDENDUM ## APPRIVED BY-THE—CITY COUNCIL CITY CLERK-ASSfSTA 4 4 ` DATE FEBRUARY i 1990 _ __-_-• APPF OVAL RECOMMEND -7D /f FESSIVNgI PUBLIC WORKS IfIRECTOR ARTHUR LEE MOORE No. 23121 ASSIS-'ANT PUBLIC WORKS T)T9 ECTOR Exp. 12-31-93 �ESIGM ENGINEER R.C.E. __3121 �- -- EXPIRES DECEMBER, 1993 File Na -)el Brunt Job No. 47004 NO �. SEVER REHABILITATION of �ID 8 S-IEEI S r IAS ANGELES S AN DIEGO I1 )F BAKERSFIELDj Z = • -ST-ATE-1, OF CALIFORNIA r St R CONTRACTOR MUST POSSESS THI=: FOLLOWING VALID LICENSES, CLASS A WN � y ck f >I m BAKER SCH I Terrsct �� ADDENDUM ## APPRIVED BY-THE—CITY COUNCIL CITY CLERK-ASSfSTA 4 4 ` DATE FEBRUARY i 1990 _ __-_-• APPF OVAL RECOMMEND -7D /f FESSIVNgI PUBLIC WORKS IfIRECTOR ARTHUR LEE MOORE No. 23121 ASSIS-'ANT PUBLIC WORKS T)T9 ECTOR Exp. 12-31-93 �ESIGM ENGINEER R.C.E. __3121 �- -- EXPIRES DECEMBER, 1993 File Na -)el Brunt Job No. 47004 NO �. SEVER REHABILITATION of �ID 8 S-IEEI S 0 .` V ��� - u � 4 _.. _ �. ___-_�___._._ _ -'---- - - N -I a A t) ��..._.._ ._...� .. ..Y _�._..� �.. . � .._. _ ,n e • _.� .. � . __.._..v.._.....�..,_.., _____ ___-.____ It - a ' I� I (� 11 i �� x� A I I � �11 1� IF � - �il � � 11 4 C.I. - I F. O .. . Ln to V. to a w Q Q -- _ _ _o V t:I1� 11 _o � � � � �,- �� II LACE; EXISTING MANHOLE i I f- 0. 11 ►- + V o N � � Q �' �' 21' `{� �' II NOTE: LOCATION OF ALL LATEE:ALS - ►__ 011 � \ ± 0. N N X REZO E A�1D � II STATION 14+49.00 SH ALL BE VERIFIED BY FHE . o11 V - 1. A - b REPL E XISTII'*G II CONTRACTOR IN THE FIELD. oll � � �. � CR S GU TER. J1 - ol l - cn cn - cn cn - .-II 6' SE E:R LI EON CENTE LI E I [ , -- - NOTE: CONTRACTOR SHALL MAINTAIN II o - -- �- -- H EXI`�TING SEWER SERVICE. . W II N E INTO E STING 1� W } \_ I r �) N�ANHOL 2. 11 0' R PLACE ElXISTI G MANHOLE (7 �RER�,AC �E; LF 6" EWE%LINE. �i r�^' i I 11 N % tri �' 0 ,q CA vi q to � � � � I I I i N w �� , II 1 + t� + �� + + + I1 I I �� . I1 �``� �� N N to + � I ��� _�, I ►- II II � II (n I1 Q II cn to cn cn cn cn cn cn Ii O II 11 2 4 5 6 7 8 9 1 I I i _ I 11 SCALE: HORIZ. 1"=40' II I I I 'v I I _ VERT. 1 "= 4' 11 -. a ,. s 11 I DDENDUM IF II d% f 18' III i it K 4 1 it 11 I 1 ii 0 11 I I1 11 1� y�, _ 18' ,1 11 ql I I I I� - -- -141 __ i) I . ----------------------- --- ---------- --- BENCH MARK: 386.90 C .NTER LINE NAIL © CENTER LINE BANK ST. AND CENTER -INE BEECH ST. U.S.G.S. DATUM. - - c.o. -- " 6" SEWER LINE _ - -- - FB 83B PG. 67 ` - BANN STREET - i . _ 10 -00 11- 00 12+6U—���� - ,-'-,_. ,>3+,00 14- 00 15 -00 ,ov- `_;.r - . _,..-.�. __ _. __y _ 1 - _ t - - -.--- _____. , _ _ . _ i __ i - -� ; __. - d _ _ �. �__. - i j{j ! - - _-_ - i _ - - T ! - - - }- ---- -- - : + - - ---- -'- -- -- ---- -- -- -- ' -- . _. ---- _... -' __ I --- -_� - - -- -- - - --- -- -.-_. , 1 - -- --- -__..- -- -- .q - -... _} } ... _. - - j - - - - 1 ° , - - - i , -- I - - - -- - - } 1 } - -- - i j ' + - t-- I- -- __ - I - -- -- - i - - - , - t EE i -- - - t -- - - I - _ - -- - - - - - T 1 i ' -- - i . I .. . I- I - -- -- --.. ___- - - --._ - - t .-._ _. I--- ----- { - - _.-._-- - .._ - - - - __-_ 1 - 1 - ------ - - _ _ -- --- - - ' t - --' - --- -- - I - - - .. - - --- - - -----_._ __. - _ - --' '- - - - - '- --- w--- - - - -- - -- - ' -- j - # - -----_---- + - -- - - - - -' - 7 { 1 - -._. --- -- - -'---- - - - -- - - ' -- - -- -- -- - -- - -- -- - + - - + - - - -_ ., _ r -- --- - - --- - -- - - - - - - - - - ,- -..- --- - -- - - - -- ---- - - - -- -- t --1- - - - --- - - — - - } - --._._ ___----- } C - - i - -- ---- - - ( ( ----- -- ------ t - - - - - - - - - - - t__. -- - — - - -- -- -- -- ` - - - -- - - - 1 -' - --- ---- -- - - - - - 3 , - - ---- tt - --- ------ �------ - -- ----- --- - ' - _L__ - - -I - - i i - - --- - .. ..._..- - - } i t i - -.,--' ---.-- - - _ _ 1 -- -- -- - -...-----I -- _ _._-__._ } d-- - - --- - - - -- -- _ --- - --- - - -- ______- —._ _ . - - -t I- - -- I - __ - - - ` ''�' - -i --- -- - • i I i i } ; t- t t - -- -- f + - -- --- 1.. w { -- -- -- � - - - - - -- - - -- -- - - iT� } - r- � _ .- - - 7 -- - - . - i - -- -- - I - - # ! - _ -- - - - -} -- - -- - - - + - �1 ° - ---- - -- - - - - -- - - - - - - - ---- ' - - - - - - --- - __ --- '- -'--- -' - __ _ - __ .- , -- - -- --- - - _ ' -_-- - - - - - - - ' - - - - - -' ------ - - - - --- -- - - - - - -- - - - - ' - - - - - - -- - - -- -- - - - - -- - - - t + - -- - - - - - - -t - -- - t - - -----' - . `. - - - - - --_ I -- ---- --- L. i - - - - - ---t - _ - - --- - - - - -- - - - -- - -- - - - - -- - - .--- .. - . .- -- -- - - , { -- - - ---'--- 1 - - . t - - - ---- - ._ --- t I __----- ___ ._ —__ 5 r -+-- —_�..__.__-_ ___—.�_-_-_-_-___-.._-_r_.----_ ___ _ -__ .__ i ..A... ._.--._ _ _ __. _. ., _ ._._.. __._.t . _. __-. _ _ _ _ ..__, _-______ _—___�.._ _ _.�____-__ ,_____ _ _.._._____ d f __.____.._____- __ -- --__ __.__.-,--__ _ ._.__ f } _ _-. __._�._____._____ �- __.._ _ -_ _.__ r i ; .__ j __ _ f- --_L---__ - _--_ --__._-___-__-�---- ------- -- - 1- - - i T -- - - --- -"-- -i S" , f - - } -- -.- T- { -- i } } g - - - -- I 1 , i } i I i 1 i ! L1N 1 J ` 1 }_ i 1 t ,ir,-._._.._.-»_... }...._._.. y_ 1 , -._..�..j__.._._...___.._L_,_._.. ` r._._.... t _.._..._..._i___,__...__..__.}__,._» { 1 _�'__________.t....._..._... } 1 -� __ _,�. I t -.-..._._.,i_._..._._.._-,,_ __--__- i - - -- - - - - �.....-.._.._,}.,__.._ _+ -- -- 1 ---. - .-.,,.,,_,.. ._.--} -_ - - _..._...�._4.____•-_____y,.._. - r' , 1- - _. f- - -- -- -1 + _ _ ---- (- --- - I - - I _, -- - ?-- -- -- I -- - - i - I __...... -�_.. '-- -- -± - - ___-____;.---_.._..-._.____:__— 1 j- - --.•:--.:.— _ } -t------ t 1' - _ �. _ .__ ' - - -- - I - - - -----.-..... .. .__.. - --- - - - . ..- - - ---- --. .. - ._ ;_ --i-- - t y - _ - - - - ' - -- --j - - - -- ---- --'--- I - - - -- - -- -- ---- - ----' t- } - - -- -'--- ------ - - - } ' _ - -- --- - - - - - - --L. - - - { y _.__. . ...--- - -. _._-.. ____._ }- ._...--- - - - - - _ t --- - - ----- ....- - - -- ----- i - 1 t - - - - - - - - -- -- - - - - - - -- - _ _ -- - i - - - -' - - -- • L - - - --- - - - - - - - -- - -- - - -- _ - - T - - - -- -- - - - , - � - -- - --- - --. - ____ + _ _ _. _.._.-. - - -- - - �_ _-- - --- + -r- ------- - _______ f ._ _-___ _. ._.__ _.l. _. __-._ 1 - ' I -__:_ _._ .._.__ 1.._.- _____. _t_ _. - - . - . - + - --- -- ------ ___ __ ._____ _�- __.-_ y --- - -- -- ---'-- 1--- _ _. _. ___._ .. ._ _... __ -- - -- --. -. ---'-- _... _..__ __.___ ..___ J..__ ___ i i ----_ _.- ---- _ '--- ----'- ---- '-'- __ _ -._ ... _. _. +_ -.. _ _. _-_.-- - _ __. _.__.._ _1 _ _ .. --_ - ' - -- __. __ _ _ _. __ ----- - -- I _.___- __ ___ _ _ � i - -- _ ___-.___I_ . _.__ - �_ __ - ,_ 1.-__ ._._- }_- _ _t.. -._ _ _ .._ - t 1 i t ____t I _ _ _ ._-. _ __ _. _ -+_ __-_-_ ____ _ ___.___._ _ -I_.. __ ____.. }_- _ __- --- - } I - -- - - t ---'s - _ .- iii - -- I - - ---- _ ' - - �' - - -- -- ---- - -- ++ � �� � � �f � - ---- - -----1- - - -- - k 1 - --- - - : i -- - - -' - - }j# - - i i -- - - I I -- - f - - _ ' 1 --- - - 1� T I I -- --- -- --- - - - - _ I } t } t _ I� -- ^t- - - _ I 1 t j - -- - i -'- {- ---f - -_a - -- - �- - - - S i r } }._ __-_._ } �. _ - __-_ - - .___- -. __ ' _ - _ . _ _ ..__ _ - _ ._._ _. _ _ ._ _ i _ _ _.-.. !7 - t - I Y , - �{ --_._ I __._ _ - _ _.-_- t _. .._ { ._ _ t_ - ____�- _._._ 1 1 - ___ - _. , 1 } t 1 , I l ' } _ ' 1 _ _. ._ - _ _ __. - _ - - _ _ _ - - _ f J I I I '+ __ - _ _ _ jt I _ _._ - _ _ _ _. ._ _ �_ i _ _ __ __ _ _... __ i3 -___._. ! _ __ _ _ _... _. - _. - t- - _-...._, _ 1 _ _ __ _ _- - _ __ 1 _ -. _ I I , I -4' � -I- i i , _ f- _l - i , -_-.- - - ...-- - -- + ,- - - -� } - --- -.- I -- -- _ t { _- ---- t ?. -- - - - - - , 1 - ------ { I ----- - . } - - -- ,_ I , - I- I -- - - -- - --- - - ---' - 1 - i i _ -{ t -- i } + ! --- --- __. i ..--- ---- -' -+ o� - - ... - -- I --- - } - 1 - - I _ . - - f - - 1 i I 1 _ i _ - _ _ w.1._ __.___ - - t -� w _ - - t , �T-_� - - - L _ _ _ + - - - - - -- - ' - _ i ___ k i - - 1 _ € I - - ._ t _ �___ r - --- i } - t - , I r E ` , _ _ — i - - -- t } a I - i PIOFI - �.� - EXI � t , -i'- I t _ --- - , - - T �J N' G SRO D - -- - + --- - --- - rt I - -$ t -i- --- -+ - - r - - - - - T r _ . {4 ---- i f - __ '- _- ; _ - - ---- ---- - _- i t i --- - -- - ; - - - - ! _ - - -- — --- ---- - - -- - --- - ---.-- -- r- - --h------* - - - - - i j - ---- _- `-- - - - - -- --- -- - - I -- - --- - i , -- -- - T `- - - - - - - - I ( ; - - - --- - - - I -- -- + - -- - -`__-__ _ - -- -- - - -- - -- 1 T - - - - -S --- - _. - -- _ - - -- t _.--._._. i - -� i --- -- - - --- a - - - - - - - - - - - -- - - - - - { _ . — _ - -- - - -- - - - -- - -- - f --- ---- - -- - ---- - - - �- -- t- - i _ -- - - --- - - �- - - - - }.. I 1 - - - - - - ++ -- r- - - -i i ( 1 i _. _ .. - - { j - - - - - - - - - - r--------- -1 i - - - _ - -' - ..- --- --- -- - ._-4 ___ } -- I - --- I _ -. -- --;---'- - - ., ---- - - - - -, . - i _ - T - -- -- - - - --- # -- --- 3 8 6 - - '� - -- - } - _ . - - - -- } - - - pp - } .. _. - - t. f ii __ -- - - - - - ---- - - { i , - - - - - - -- - -- - - - i - - - - - - - - - - - tt - - - - -. -. - - - t -_ - -+ -- - - -- - } - - - - T i - I . ___ - - - f t- - I 1 ---- - - --- t - - - - - - - - - -- + ..- - - -- i -- - - -, +�� - - - - - - t -- - - - - - t _ _ -.. - 4 - - - - - t - _ _ - - -- : i - - t - - - - r - -; -- - - - - _ - - - + - - - --- - - i t - - - - - - -1- I -T t t -- - - - - -- - -- - - I., - I - - , - } - - - - -- -- - - - -- - - -- - - t -- - I { { � } - - 1 - - I I - - f __ -- - t - -- l-- _ -- - - --- - - - - -- I t -- { - - -- ---_ __ . i ... - - t' - - - - -------- } - - ---1--- - - - - + - - - - t -- -- :. __,__. ' -------- - - - _ - -- -- -- - _- - - - - -- - - - __ ---- - --. - __ F - -- ; - - - --'__... __ -__ - - - - - - _ _ _ - --- --- - _ - - -- _ - - - -- _. -.�. _ I i_.. _'' '- F 1 - - - - -- 1__ S - -- -- - C._. - - ------ - - __ -- } - - _ # i - - - - - I _ _ _ _ __ -- - -� - --- -- --- ---- ---- -'-- - - -- -- --- - - I. - - - _ _ __ _ _.__ __. 1__ __ _ _ _ _.- ___. - -- - - - - - - } t I - -- __ - - - .._ _. i _ - ' ; 1 t --- -- f { - - - } ) T - -� _ - t __ --- - ( - -- i -__-_ _ _ . _i __ i -- __. _ -- -- _ -- -- -'-- .... _. _. -- t t -- - - - .-_t- -_ t I . __ _.-_ - - _.__ _ - - -- - _ _-1 - _- --1- - - --- -- 1- I - - - -I - "- - -- - _ i f �-� i , _-_ _----1- - - - - - • - -- - - __ _ __ _ _ r .- _ - I t r 382 - - — - - --`` - - - i ! f z rt I r _ �_ - _1.____._____�._._.._.___.._.; i, - -% -- + - - - -- r__. __1. _ _.__.1 . __._ __ - t # _.-__.-+...,_,_.___.._._..{-„-.-._. -- - - - I - -- ._.._._.- _ ._____...,.-._.. ._.__i_-.__-._.�__-..__,-._.�..�.... 1 - --- _t _ } t - - - -- - - t-- ;. _, _� _ € 1 ._..d.____-._ _ ___t_.-_-_' i _ _..._ ..__. i - t _ _ __ _,__ I c r + _-.�_.--.-.�__..____ I - - - _ i + f ! 1 -- - - j _ __ _ __ i 7 1 - - t - -- -- __ _ { _- ' a �� - - i I - 1 - �--"-' ---t 3 -- -- --- { 1 t___ _t._ f_ _ - _ _ _ l I! 1 I I } _ _.- -_- 1 -. + --_-1 �� r !_ -- - �— ( jt I i _ .�_. _ _ _ .__ r f { E _ _.l__ --_.a._-_ -�___- i ; Q % r_ i• I - - - 1 -- - - T - + 11 - -I _- _ _ _ -_ - _ . _ _I -- --1 t. -`T- _._._,_._._._- .- _- i __ _-_-_-__.___ __ -..- } ._._._- _ f t � - ' CtS _ t _6 xSEWE Z -L1N �J-- -} - _____ : i _ __ -. _ -- - -- - - _ - __-.__ ,___- _}____ ._ _-_ ._1 - - - - --- ._...._. _ -- -- - , - -- +.- _ _-_ _ _ _ I - - - - -- - - - _,- �- II - _ __.__ .. T' - -- __..___ __-_ 3 78 _._._-__- ._. _- _ _ _ _____._ _.. _ t .. I I _ .-__._ __ .__. - .t .. _-- _ } .._ __-_ _ _ _... .. ._. _._._-_ - .. __ __ _ _ _. ___ _._-. ,... ._.-_.._._.__-_ 1 , ___..____-_..___._ _ :_. ___ t y -r -_._-_. __ .___......_. __ _ _______ ._ ._ _ _.�_ _ t i + f a , ._______ ___ _____ __ -..- _ , - _ __ ___.--__ _ _.._. t , _ _t - _ -._..__._ _-___ _ _ _ 1_ -i _ ____... __ ___- ..-_- -. ._-.____ ______._ ___-_. ._____- _._ - _ _ _ _. _ : i _ _ _ _ __ _ . - - __ _ - _._� -__ _ _ _. __ _L _ __ _ I- . _. .____ _�_-__--_ _ __._ I _ -_ 4 __ __ ._ ___ __ ___ -_ _ .____. - _ _ _-___ _-. _ ___ . __ __ __ ._-_ _ _ - - - - - -j- I - -}- f ____ _ _ _ L. ____ _ ____- _ __.__. _._.. _ _ , - . _ _ _ _ ._ _ _ - - _ __.._. _ --;. - -- - - -- 1._ _. ____.____. _-_ _-.A -------- - _-- _ - _ _- -__ __.. -____ --- +-- ---- - _____.-____'__--___ .. .__... -- --- --- - - - - ___ .__ _. _- 3 -- -- - -' - __ _-._.__ -, -_ _..__-.,_ -- - - - --- ___ .___-_ _ - - - - - t . _.--..__ _.______ -- -__ J 1 I _______ - _. ____ __.._ - _ _ _ _ _ _ _ . -- - --- - - - - - 1 - ` - - - - - = ' _-_._ _ .._ - _ I ! _ .____ - - - - - --- - I , : -- - ' - l- - - -_- -- -- -- -- t f -- --- -- i -- - - - i - - - _ - } - - - -'- - - - - - - - - - - - - -- -- - _ L - -- - --- t -----.._.1--' --- -- - - - - -- - -- - I f -- - -- - - - --- i --- ' - -- -- - ------ - - - - -- - -- --- --- — - - - - -- - - --- , - y -:� j -- - - - --- -' - I 1 j I � i - - - - -- - - - - _ - - - , - - - - - , - - -` i ---..._. _.-.-._---- i - } ---- - } ---- ..-_._t_.__- - 1 - -_-_ I i t_ - -- ! -- -- _ !- - _ __ - - �- a- __ _ ._ _ _._ ._.-. -.. _. _.. _..__._. `_- ______.__. ___ __-__ -. r -- F — _-__.___. .-____. ._ - i - - -*- -________-___-._-. _- __ _- _.-_ __._._ - - -- -r .-__._._____ .- __._. _ i , __ _. } - .___-__ _- __._____._ _._ }--�-+-- ___________ __-. -_._. - ____. --__ __.. _____ # - - i - - �- 'tf - -- -_'- ----- _-_-___ -___ _ _ _ - _ _-___.____ _ __-._ __-_____ _ -. ___ _ -___ - --- -- - F - _. _-- _ - _ _ _ - -- t - --_ �_ t _ -I --- - : -- - 7 s -. - 4 .-___4- -'fj�-- ---- ( - - ---- - -- { - - i-- - . _ . - - -- -- - -- - - -�_- _ - - - - - - - - -_ _- _ ___._ ___.___ _--- -- -- ---'---}- I—-'---- -...------- _ __ .�_ I -- --- - _- .__._.____ ._.._ _____� --------- - �------- __ �__ _-.._-____ __ __ - --- -- - - - - - - - --- -- -- - '- -- -- i y , ---- - -. -_.-. -- -- - --- -- - - - -- -__..___ - - ! - -- -- - - __ - - ---- __ - - _._.._-_. . .--. - __ - -- - -' - -- t - -- ____- .___. __ - ----•--------- , - -- -- - -- -- - - ----- - - - - - - ____- _ - __.__ _ ...-__ .__.._ _.__ _ _ ____.__ -_ - - - - -- ----- ---------' - ----- - --- - ----- - - - -- -- - ------ t } , �.; _____r ---- -- - - _ - - -- -- - - - -�- - - - -- - _ - -- - - -, -- - - - - j- - ..-- l --- - --- - -- - -- -- - -- -- + 1 - - - - - - i - - -- • _ _ E .--- ___ _-_ I ._..-__._ ___-_-._._ -.___ _ _-- --» - - - i + q _ -1 _..._ _.._-_..- ... . ....... .._._.__-._..-___.___I___ I - - - -- d I i ' j I_ ___._-_._.__ __---__ -,-.-- ---- T _ - __-_ rt - (----- --- - - ---- ----_--_ - -- - I { _ _ -_ -_ __ _. ._ ______--_ _ - _ _ - --- - -1- -- - --- -- t- �- - -- - - - - - - --- _ --- - -- -- ---------- - J --- -'--- - -- T - - - -- - - - - -- - -_ ; _-.-____ -_.___ _ ___ _ -_ _ J_..._.-____.. _ I _. - _._ _____ ___ __-_ -- -- --- --- - -- -- - ------ - - - -_________ _ - ___ _ -__-___ ___. ...___j---._ -,- -� - - -' --- -- - -- - I � { _ __ _ _.____. ..-. ___- - .__.__- - - -__ --. ---- - -- - -- -- i �� { } - - __ . -_ _ ___ ._____ - - ------ ------' ---- . { -- -� _. _ -- 1 ______ -__-_. .._____ .-_____ _ -_. __ __ _ _-__..-._--. _ __ - _ _ - -- -- - --- --- - -- -- -. _. - -- - - - - - ---- -- -------------- - --- - -- - - t I t . i ---- i- .- - -r- -� - - - 4 __-.___ _J.__-___ -_ .__- _. _ ____-. - - . .- --- L - - --� - - --'--- I _ - - - + _ _ _ _ _ _.____ --.._. _. - -- - - - - - ----- - -- '- I } __ .-._.- ___ _- _-. -._- _____-_. --- -�. --- - -� - -____. _ -__.-___. -}_ -- --- _t -- -� _ _.--___ -`--- � - - __.-_.-. _-_-_--- - --- -- - - - }. -___-__ _._-.__-._ - -- --i -' - - _. __._ .--_. _ #- - _-___ --- - .___.__._ - - __ --_.-__-_ _.____.-_._ --._ - - --- -- _. _ ____-._ __--_.-._ _--_.____ _ _- ----- - - -- ._____-.__._.__.,_._____-L._-__-_-_______. i .. - ... ---' - -- - i -- ___-.. __. _-_____. _-.. ._.__. __. .,_..__ ._.�____.____. --- - - - -- --- - - - --- - _-__-._--_-_-_ ---- - --- __..._-____- - - - - �- - -- --- ____�___,I _______.__._-__-_. _. _.__ - -----_ --- ------___._ _-_-_-__- _ _____-_:-. _____.. _ _ _ f -- __.__.___-_-_-.___ i.— _F_ i - --- - - 1 _ .____------- i- - ----- - .-_ _—__.__ - -- -- --- - __ _ - --- - -- - - __._._-..___-___..--_ -- - - _ t _ - _ - j--.___�_ ___ t --- - -- - I -- - -- -- -- - -- - - - ---- - - _I- - } _—_.____ _-______. _-_.-___._-.____.- ___ __._-_ ____ _____ -__ ___._ _._-_-_ - A ----- - - -- ----- — - -- --- -- - __ ... -__- . - - -- - -- - - _---.__-__-.___ .__ __ ._ _. -..__ - -- - - -- -- - - - ______ __ __- _----____-_ - - --- --- --- - 1 _. ___-__ _. _._- _ - - --- - ----_L______.__ I - - - - -- - - -- ---- ---- - -_ __... r- - -- - - -- - - J . -'-- - - _ t - -_ - _ - _-_ i - - -.- ----- - -- --- f _-- i---_. ___ + 1 _ . - - - -- - -- - -- - --- -- - ---._ }_ _- } --._ - - _ - _ . ---- -- - ...- - - - - I ---------_-_- _1_.,-_- - —1 --- - -- ... - - - - - ---- _ - _ ._---•- + _ - - { ----- ---- i t ----- ----- - _ - ----- --- --- — -- --- - -- --- _ j -} --_- } { -- -- - - -- ----- 1 - 1 t -- - - -- - - - -- -- t - - _.. - — — �— -- -- # -- - - - - - I - - - - - - �- -- - - -- - - ----- ---- --- - - -- - - -1-- --- ---- - -- - - - - -- - - - - - i ---- . ! - t -- - -- - --- - --- -- -- --- { - - - -1 --- -- --- t t - - --- - -- - — --- --(A---- ---- - -- --- - ---- -I --- - - - --- -- - -- - --- --- --- ---- — - — ------ --- ------�-_ - ' - - - -' - T ! I r 1- --- -- r --_- ------ ----- -- -- -- - -- - -- -- -- - -- -, --- — --- - - - 1 - - - -- - . , -- -- --.-- - - - .- --- - - - - - - - . - --- - - -- - --- - ....... - ------ - -_ - -- . -- -- -- -- - - t. -_ , - _ , .. r _ _ __ _--'--__. .____-_._.._..-_____-___- } __-._.._ •-__..___ •_....__.... _.......-»_.--.._._W--__I' _-._ _.-. _ - --_ _-___ _.._ ___ - __ -_ - -- _ __ __ _._- ''-- - - - ----- -._. - - __ _ __. _ _ . ... . ...... .. _ _ _.. _ _ _ _. -_ _._ .____. -- - . - : - --- -- - - - - - - -- }- - - - -' - - - -`- - -- --- - - -- ------- - - -- --- - -- - -- - _ _ - - -' - - -- - -' -------- --- f -�� _ _ _ -- ' - -- } - -, _--- --- -' -'--- �__._.._-.-- _..--------41-�---_-, .-..__ �.__...__-_ __ �” - f -- - - -' -- i- - j -- - - - - - - __ - - _- 1 -! I - __ -. --- - -- - ----- -_ I _.. __ _ t_ _ . _ _ _ _ -t __ _ _. _ _ _. _ ._ I- - _ . _ -_. ._ __ _ .-_ _ _ . _ _ . - _ _ i _-_ _ - _ _ ._ _ -. _ ___ . ___ .._ .___. - i _. ___ __._ ____ _-___ __ - _ _ _. I . . .. - - _ - -___ _ _ _ -- `__ _. _ ___- ._- _ - - - , --- -- -- -- -- ---- - -- - . - - - .-- - ` _..- - i _ - _ ___ _ __ _ - ._._ _ _ -___ -_.-- _ -_-_ -, - -_-_ ! __ .- - -` - --_ , 1 - I- - __ - _ . _ __ _ _ ._-_ _ _. _ _.. _ _. __.. -__ _ _ _ - _ -_ _ ___ _ _ _ __ _ _.. _ I___ _. _ ._._- _ _ .-____ _ _.__�_ _.____ _ __ _� - . _ I . _. ' .._ _ . _ - _ _ _ __ _..-_i._ _._ -__.._ __... _ _ _ __.- . ____ _ _ _. __.. _ _ - __ I - I _ --- -- --------- -- --- -- --_1 - _ - -1- _ �._.. - -- _- - - - - - - ---- - ---- - ------ -- r ___� I _.,.._ __ r___.___ i - i - - - - __ - - - - - --- - - I I - , - - _- - -- -- -- -- -- -- - - --- - -- - - -- - -i --.-- - _ ..L -- -- ' _ - --- - -- -- -- -- - I r -- ---r -- --- _--- _ . - -- - - - -- -- I- - - - - - -i - - I } - - -- - T - - --- I- _ __yM1;= __- _3_8 6 _ _� . __.-- .--- ... _. . _ _ } r - - - - --- -- - t - - --. _ - - _ _ i - i __ _. i __. - " _ _ _ _ _ _ _ i _._ _� _- _-_ ..._--__._____ _,____...___,_____.- ______ - - - _ -_ - ,_ - _ _ _ _- - . --. -..- _____- ._- _ .__ - -- _ —------_- --,-- 1 - r _- _ , -_- - - - - - - - - - - - 3 8 2 r - r -__— . _ �- -ry.. ' - - - - r - ---- - - -- _ +---__-- - -_- - --+ - ___ __.- _ _. - t - . , -' I --- - --- .- _..---__--- - - ---1- - 1 - - - - ... --- -- - - ---' ---- -- _- -- - - - _- .i __.. .. _ _ __ __ _ _ .____ _.__ I - --- -_ --- ---; -- -- __-- - =--_.- - r i- - - -- -- -i - , . - - - - '- - .- -- - ' - - I t - - -- _.-._---t-------,--.._-.--=__-_.l_-_.-...-__.�--__ .--..__- ---- --- - - - - --- --- _ - 3 r78 - -- + - -- - - - _ __ ..- i -- - -- - - - -- - - - i-- i - --- - _ . -- - -- ' - --,-- - -- - -'_____ ---------� '--- _j - - -I -- - -- ._,.. ---- - I . , --- - -' - - --' -- -- ---- - - --- -- --+ ------f _ .. - - - -- - _ - t _ _ _ __.. __ . _..I.-_____ __-___ _ _ _.I- _ t __ _ ' _ __ - ' - -.. - ._- -.. _- . -_ _-•- �� .- - i - . - - - --- - - _ - -- __ . - -. ; - -- - - -__ - --- --� I I __-- _.. _ _ . _ r. _.. ._ - -- -- -- i -- --_---__--__._____ ._._____ _____ ___ __ ___ _- ____-- _-- _ - 3 r4 . } - -- - - ` 1 - -- - ---' - - - - - - I -: - - - - --- - -- - ---....--t - C _ -__ ... .I _ .i ____ -i... .- .. ___ ._.._. _,_ _. _ .. __ _ -___-- - - - -- ------�.-.-.-------�---+.---- -------- _ _-.__� - -- - - - - -} - __ _. _ _ _ _� _�_ _-.-_- _ ._..i ,. _.. i _._ ___ .. ._ _ _ _ .__ _.....___ __._.. __ _ .--_-__. _.__.i_-1 --_-. , , - , -. - - -- - --- I - I -------- --- --.. _ -- _- _ -; . . - i - I - ---- - --- _ _ -- - - - - - - - - -- - - - - - - - - - - ---- - ---- _ - '-- .--;------ --L --- '----1--- --' --.-- - ----- - -- i--___ - A - --- --------- - -, i - ' - } - - - - - - --- -----T--- - I _ . r .- i I - - ----- ---- --- . __ ' ' , - i '- . -' - - - - - -- i _. .. _. f . - - - --- - -- -- -- - -i - .. - ' 3 - - - 1 - - ! i- . - ' - .-.- - -' - - - 't '- - _ i- - -- -- - - - - _____ -._-_- ------_'---_-__.'_.__ _._a _..___�__�_. ___. __._.i_ __„_y.,,., - -- - - -- - -- •- ~ -- � . ___.---�•-® -•�--_--_-_.-w_ .:_ r___._. � .. was '°`' "° "°o� 6� SEWER REHF,3ILITATION SHEET NO, 2 OF- 8 ..__-_..- rLA' _ -'LA'- , c '_E - F A �...•..,....,.._..».»__.....,.,....,..._.., �..,..�.«.,..,.,.,>�.�,_.. •...._. ..o-+._�...�..�,.,..�..- r, r, ' C' -,, , ®._._._ _,.._-._.z_-- _ _-� �..� .__ ��n�. __ -.. ��.a.,-m_____ ___,.. _�- -- _ _.��._m �- - ,.�'-•_-. __- _ __...-.--._._�._ CL :..Nr�� ,7 GH =R _ _ ,,EH'1�•I�.E. .._e...� _._�_.___ _ -- - / 0 1 �/ A Ir NOTE: i II II LINE 5' IS INCLUDED AS BID ALTERNATIVE "A". + 17 �4 C id 8 z 394 392 NOTE: REHABILITATION OF EXISTING SEWER SHALL BE PERFORMED WITH MINIMUM DISTURBANCE TO -THE ,RESIDENTS. 1 13 14 15 16 17 18 19 1 II 12 1 II 1 II ii =5- ()T V -NTT) R -AVUNUE -------=----------- =751 M.H. Ist STREET M.H. #3 11 II I I II II Ii II P75 NUNN..- 4-16 III II II II II SCALE II I II II II E i II HORIZ. 1 40' fl IE --i 11 ii ii ►I VERT. 1 2 I c I1 I 10 9 �4 11 12 5 11 �10 9 8 ook Il SCALE E-4 wQ "0 m 1 0o HORIZ. 1 40 P4 0 STA.1 8+16.35 1I 1iitI V) VERT. 1'= 2s N N 61\ a! M.H.#4 CD 0) (3) 0) 0) 0) 0) 0) c 4 C14 11 0) (3) 0) a) Cr) 0) 0) 0) 0) co I (c) L 7 6 5 4 3 2 c� 4 r; 11 9 r- 00 0) cc I + + + +_+ + U-) (0 (0 00 00 0 M.H.#2 w 08 +11 )L 0 4-- 15 STA.14+50.22 S 000,0" s WKS ---------- c� E TO) N 19 15 M.H. 6 1-71 0 0 U-) rn 0 CO C14 w 0) C14 LO c6 0 0 0z n T040 + + + + + + +1 + + + + 'q- "t 0 U-) to t - r1) PO C14 C14 00 0) C) 'q + R v1 I t+2 — — — — — - -----— -------- M.H. M.H. m.H.#2 II 10 I- II I---^ — — 00 - LO r-41 1 14 w 12 1 LO LO n � ; :- 14I1 II iIIi 1III 1 + + + LO to + 1+! ot Lo -Ir 0 c ;_0 V) 04 + + 04 c) C) '0c: II I I II c STA.10+00II 11 '0 13 14 15 16 3 17 1-1 6 .0 II m. H. #1 0 II I REHABILITATE 450 L.F. OF BEGIN CONSTR. II i SEWER LINE; CONTRACTOR II II I I II II I TO L SE CURED—IN PLACE --H 11 ---1- THERMOSETTING PIPE. 15 14 13 12 __ ___--_-- — — -- -- _ _ _— }_ -- ='_----=a--- — —4- T f 0- RDFE mq M _T_ x =4 15 16 13 \STA.16+44.99 STA.19+87.70 M.H.#3 I M.H.#5 il ISI 14 '--------------------- i i REHABILITATE 540 L.F. OF NOTE: LOCATION OF ALL e SEWER LINE; CONTRACTOR LATERALS SHALL BE VERIFIED tfFO USE CURED—IN—PLACE BY THE "'CONTRACTOR IN THERMOSETTING PIPE. SHE -FLD:'rA D D_ 00" _-17 18 19 N F- tj_� V), Lj_, + Lj_1 M V — M.N. 20 394 392 39011, 3881 II II II • ► 1 l II 386: - Irl HIM Ira HE nil MiliEIl��1 l�it III �1l� � �� i ; , .. ��� -�� --- iii, ■'iii ����i��—• iiia ■ 384 382 -all 394 392 39011, 3881 II II II • ► 1 l II 386: - Irl HIM Ira HE nil MiliEIl��1 l�it III �1l� � �� i ; , .. ��� -�� --- iii, ■'iii ����i��—• iiia ■ 384 382 -all f------ FU Nuo MESEVU JA Oft 474 ALLEY SEWER REHAKLILITATION SHEET NO, 3 OF 8 PL/. rE I - PLAN -PROFILE - F.A.!). NO -DOOR -I CLEARPRINT PAPEF CO., VAERMLO:, CA. L? 394 392 390 382 II ►► II II it it II II II II 11 II II r II it Il II II OLEANDER r NOTE: NOTE: REHABILITATION OF EXISTING SEWER SHALL BE PERFORMED WITH MINIMUM LINE 5 IS INCLUDED AS TTI 100AKIt-'C Tn TLJC 1:)17C'lnC-.ITC ii BID ALTERNATIVE "A"• II II II II II II it II II II II Il II II AVENUE II Il II II it II � II it II II it w (DI I W11 II Ii REH BILITATE 895 L. . OF 6" SEWER LINE. 11 11 11 I111 11 v) II 11 11 CON RACTOR TO USE CURED -IN PLACE 11 Q4 W o0 II II 11 THERMOSETTING PIPE 1I i II %� I I E.4 W -I-11 11 11 m 0) 0) I I O) 11 I I i i 11001 00 00 1 11 II L -Li` -II i 12 11 10 9 8 I II 11 0) 11- 12 11 10 9 00) 0) I I ,+e) tn� LO I I :j O 11 1 I 11 N N N I I ►� 11 Q I I STA.19+87.70 _ I I 'Z'3 II Q I1II1IIII r�► 1 _fU- E-IIIIII`t �a�S HI I i IiI STA.27 +13.84 M.H.#5 II1II1I � �0'00 MH#9S I It + 000 00000 00 Or1i _3_3Q o N N 00 0) 0) N + + + u + + N LL + + +It S O0 27fE/ N o n � S 0O33,06M W 04 NN N N N M.H. N — — — — —— N --- - - - - -- III IIIIIIIIII M.H201I1II1l1 [± 22 23 I� it 24 2526� cn D 11+vj/ � o Ll 4)okjo TA.4.6 N STA.25+29.15N 13 13 STA.21+66.08 II M.H.#7 1III 1III M.H.#8 II II II M.H.#6 II II I I II II II I I II II I I II II II I I I1 II II II II I I II II � I I II 11 11 , i NOTE: LOCATION OF ALL LATERALS I i I SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. Al 20 21 22 23 gOTE: CONTRACTOR SHALL REPLACE ALL LATERALS PROTRUDING cq_==_P_� AS DIRECTED BY THE ENGINEER. __- --" 2 S 0°3 743" W 00I I I + ,I 00 1 I 14 , STA.28+88.89 I I END#10 ,I I I 1 I - • • ==i° =�■.i I I� r 3 ■ _ 1�� iii �_ %�■�■I_.■1■�■..■c ■■■� ■■� �� Alk �� ��� ��■�•�■� -ice iii ��„i : : • :�■� �i � �i� .. s E DENDUM D#1 SCALE HORIZ. 1"== 40' I VERT. 1":= 2' I 13 12 �) I 11 10 9 1 i m crim 00 00 00 00 00 ff) 00 CIO + ao ! co cv __- --" 2 S 0°3 743" W 00I I I + ,I 00 1 I 14 , STA.28+88.89 I I END#10 ,I I I 1 I - • • ==i° =�■.i I I� r 3 ■ _ 1�� iii �_ %�■�■I_.■1■�■..■c ■■■� ■■� �� Alk �� ��� ��■�•�■� -ice iii ��„i : : • :�■� �i � �i� .. s E DENDUM D#1 388 WW xx ;�0 384 as z z 380 376 372 Nm 384 Me] 376 372 `,� SEC. 36 T29S R27E STA 0+00 10" WATER MAIN if ( Q 0 Il I P�! I - 1�7) —16' Q4 II 1 11 11 STA 3+43.39 Kv 11 Q4 I� �k �I 17' M.H. LE REHABILITATE M.H. STA.0+05 7'RT. M.K� CONSTRUCTION LIMITS BEGIN QQN-5-TE. W it II II S8e 27'23"E N E--1 II W - 16' EXISTING SEWER 10 11 STA 13+25.15 STA.11+15 2'RT. M.H. 12 13 STA.12'+98 10 RT. M.H. 8 o v- ► 20' 10 12 N M.H. z-4 C.L. CONSTRUCTION EXISTING 8" SEWER S# EXISTING SEWER MAIN TA.8+26 6'RT. M.H. STA 6+67.14 212 STORM DRAIN LINE -- - - - - - - - - - - - - - - - - - - - - - q STA.4+85 7'RT. M.H-# 6 �1— S89 04'39"E TA.6+98 6'RT. -M.H.-a 8 /S880 27'23"E 9 I - I 9-10A�39"E R.H. P.P. ii 16' EXISTING 8" SEWER II 6" GAS MAIN BRUNDAGE LA -NE 00 8 (0 5 6 7 9 mt2 ------- r4t-- lu 00 rP090 DOPYL-I STA.0+85 7'RT. M.H. (2-)- T 3 2 0 4 OF ALL LATERALS -s' 04'39"E \/CIDIME'n DV THE (NnKITDArTC IN THE MA 384' STA.2+77 7'RT. M.H. M.H. 71 372 Of Lu LLJ V) 33' STA 4+85.28 ii V) 0c) EXISTING 18" SEWER MAIN SEC I T30 R27E 2 1 3 4 Ln E--1 II W - 16' EXISTING SEWER 10 11 STA 13+25.15 STA.11+15 2'RT. M.H. 12 13 STA.12'+98 10 RT. M.H. 8 o v- ► 20' 10 12 N M.H. z-4 C.L. CONSTRUCTION EXISTING 8" SEWER S# EXISTING SEWER MAIN TA.8+26 6'RT. M.H. STA 6+67.14 212 STORM DRAIN LINE -- - - - - - - - - - - - - - - - - - - - - - q STA.4+85 7'RT. M.H-# 6 �1— S89 04'39"E TA.6+98 6'RT. -M.H.-a 8 /S880 27'23"E 9 I - I 9-10A�39"E R.H. P.P. ii 16' EXISTING 8" SEWER II 6" GAS MAIN BRUNDAGE LA -NE 00 8 (0 5 6 7 9 mt2 ------- r4t-- lu 00 rP090 DOPYL-I &I 388 NOTE: LOCATION OF ALL LATERALS SHALL \/CIDIME'n DV THE (NnKITDArTC IN THE &I FIELD. REHABILITATE 2040 L.F. OF 18" SEWER LINE. ti CONTRACTOR TO USE CURED -IN-PLACE THERMOSETTING PIPE. ii 19, SCALE ii c) VERT. 1"=4' STA J2WO-+l 00"*A ii 10" WATER MAIN v HORIZ. 1"=40' II STA.15+95 5'RT. 9 i-� M.H.I * N STA 20+36 4'RT- P'v TIE IN TO EX. M.H. �STA TIE 00 IN ij END CONSTR. 4%,41 �j 14 15 16 17 18 19 20 21 S89000'41 "E S89° 00'41 "F 1 14 REHABILITATE P.P. EXISTING M.H. ------- ---------- -------------------- Lu6" GAS MAIN 14' 24" R.C.P. STORM DRAIN U) 16 SEC. I T30S R27E 0 BRUNDA GE LANE B.P. 15 -16 17 18 19 20 21 TW -Q- QR 21 J -N D f�� E KiSTIN G- M 388 7 XZ 384 A —'e 380 ---- - ---- - 376 E'- 41 + 372 File Name: Brunph3 Job No. 47004 BRUNDAGE SEWER SHEET NO. 5 OF 8 PL %TE 2 — PLAN — PROFILE - FA S. NO 1000H — 2 CLEAR �RINT PAPER CO., EMERYVILLE. CA. 388 384' 380, 376 372 FIELD. REHABILITATE 2040 L.F. OF 18" SEWER LINE. ti CONTRACTOR TO USE CURED -IN-PLACE THERMOSETTING PIPE. ii 19, SCALE ii c) VERT. 1"=4' STA J2WO-+l 00"*A ii 10" WATER MAIN v HORIZ. 1"=40' II STA.15+95 5'RT. 9 i-� M.H.I * N STA 20+36 4'RT- P'v TIE IN TO EX. M.H. �STA TIE 00 IN ij END CONSTR. 4%,41 �j 14 15 16 17 18 19 20 21 S89000'41 "E S89° 00'41 "F 1 14 REHABILITATE P.P. EXISTING M.H. ------- ---------- -------------------- Lu6" GAS MAIN 14' 24" R.C.P. STORM DRAIN U) 16 SEC. I T30S R27E 0 BRUNDA GE LANE B.P. 15 -16 17 18 19 20 21 TW -Q- QR 21 J -N D f�� E KiSTIN G- M 388 7 XZ 384 A —'e 380 ---- - ---- - 376 E'- 41 + 372 File Name: Brunph3 Job No. 47004 BRUNDAGE SEWER SHEET NO. 5 OF 8 PL %TE 2 — PLAN — PROFILE - FA S. NO 1000H — 2 CLEAR �RINT PAPER CO., EMERYVILLE. CA. R�� NOTE: REHABILITATION OF EXISTING SEWER SHALL BE PERFORMED WITH MINIMUM DISTURBANCE TO THE RESIDENTS. NOTE: LOCATION OF ALL LATERALS SHALL BE VERIFIED BY THE . CONTRACTED IN THE FIELD. NOTE: CONTRACTOR SHALL REPLACE ALL LATERAL, END CONSTRUCTION PROTRUDING DIRECTED BY THE ENGINEERS. STA. 6+54.81 SCALE: HORIZ. 1"= 40' VERT. 1 "= 4' 0 > 2 3 4 5 6 7 8 r_ I a d 1 i 1 ---- - --- --- -- -- ---- - -- -- - - - - - - -- — -- -- — --- --- - - - - - i _ --- -- --------� ----- --- - - - - - - --- -- - - - - -- - -- -- - _ __- -- -- -- -- - ---� - - — ---- -- -- _.- - - -- - --- ---- --- -- -_ - - --- -- — I - --- - ---- - - - - --- -- --- -- - - --- - -- - - - -- - - -- - -- - -- �- - - - --- - -4- - - --� --- - - - -- - ---- -- -- - - _ _..-._. ---- -- - -- -- - - - - - ---- ---- -- --- -- -- --- -- -- -- --- - - - --- - - -- - - I - - - -- - -- - -- -- !-- -- - - -- -� 1 _ I - -------- - -rn -- -- - - -- - - --- - - -- - - - ---- --- -- - --- ---- - - - - -- -- -- -- - I -- - -r-- t94 r r — I -- ----------- i--- - — — —_ — ---- -- -- - ---- --- _. - _-- -----L-- -- — — tLQ , - a __- --- -- -- _ ----- -_-_- ---�-moi - --�— -; - -- - -� - _ - -- —— — -- -+ - - - - - - — - - - --}-- — --�- +_— - -- — - -- - --- � --- - --- - ----- ----- ----- - ------�--- 90 90 � I CZ z + i I _ }( f: o a Z 0 T 86 � --- �----- - - ----.. ...--- -- - -- �--- ---` ---i -----�--�-�- � —_ -- - - -- - - - — - - -- - - -i— - - - - - - -- - - - - --- - - - --r--- ! - - --- -- - - ---- --- — -�-- 8U — -- — --- a - I t 7 — } T ?-- --------- ---- ------ ----- ----_- -_--- ----- -- - ---- ---, ,--------- --_-- _ � __ -_ -_ _- ---__ -_ ------ -- - - - ---- ---- -- - -- - --`-- -_-- _-___ -- - --- -- - -- ---- ----- - ---- - --fir ---- - ----- ` -- ------ ---------- ---- - ._ __ - — Flo Na" VaTCM Job NQ 57W2 WESTCHESTER SEWER REHABILITATION SHEET NO, G OF 8 PLA', _ i - P -AN • P;.OF'LE - F.A.S. • •—�• CLEARPRNT PAPER CO. EMFRYVILLE, -A `�/ 40 �� `o � a C i 19 1>0— 18 17 16 15 14 13 I 12 ® � o 1CA 3 I IV) i I- I 4+88 I 1 I IM _4+86 END CLAY LINE C � 00 r U-) 00 00 00 OO N �- 00 p t� N 00 N Ln 00 r, `; ?> + O + + + + + z + + + + + + - - w - - - - co F- - - - - - r (n rn - - - - - N (n - - - - CF-14 - -------- + + O + N O + m N Q + r7 + ►� + + p O cif af I i � I I V) I I g l I I I i 1 2 3 4 5 6s 7 I 8 ! �l v 4 fY v � NOTE: REHABILITATION OF EXISTING SEWER SHALL BE PERFORMED WITH MINIMUM DISTURBANCE TO THE RESIDENTS. NOTE: LOCATION OF ALL LATERALS SHALL BE VERIFIED BY THE . CONTRACTED IN THE FIELD. NOTE: CONTRACTOR SHALL REPLACE ALL LATERAL, END CONSTRUCTION PROTRUDING DIRECTED BY THE ENGINEERS. STA. 6+54.81 SCALE: HORIZ. 1"= 40' VERT. 1 "= 4' 0 > 2 3 4 5 6 7 8 r_ I a d 1 i 1 ---- - --- --- -- -- ---- - -- -- - - - - - - -- — -- -- — --- --- - - - - - i _ --- -- --------� ----- --- - - - - - - --- -- - - - - -- - -- -- - _ __- -- -- -- -- - ---� - - — ---- -- -- _.- - - -- - --- ---- --- -- -_ - - --- -- — I - --- - ---- - - - - --- -- --- -- - - --- - -- - - - -- - - -- - -- - -- �- - - - --- - -4- - - --� --- - - - -- - ---- -- -- - - _ _..-._. ---- -- - -- -- - - - - - ---- ---- -- --- -- -- --- -- -- -- --- - - - --- - - -- - - I - - - -- - -- - -- -- !-- -- - - -- -� 1 _ I - -------- - -rn -- -- - - -- - - --- - - -- - - - ---- --- -- - --- ---- - - - - -- -- -- -- - I -- - -r-- t94 r r — I -- ----------- i--- - — — —_ — ---- -- -- - ---- --- _. - _-- -----L-- -- — — tLQ , - a __- --- -- -- _ ----- -_-_- ---�-moi - --�— -; - -- - -� - _ - -- —— — -- -+ - - - - - - — - - - --}-- — --�- +_— - -- — - -- - --- � --- - --- - ----- ----- ----- - ------�--- 90 90 � I CZ z + i I _ }( f: o a Z 0 T 86 � --- �----- - - ----.. ...--- -- - -- �--- ---` ---i -----�--�-�- � —_ -- - - -- - - - — - - -- - - -i— - - - - - - -- - - - - --- - - - --r--- ! - - --- -- - - ---- --- — -�-- 8U — -- — --- a - I t 7 — } T ?-- --------- ---- ------ ----- ----_- -_--- ----- -- - ---- ---, ,--------- --_-- _ � __ -_ -_ _- ---__ -_ ------ -- - - - ---- ---- -- - -- - --`-- -_-- _-___ -- - --- -- - -- ---- ----- - ---- - --fir ---- - ----- ` -- ------ ---------- ---- - ._ __ - — Flo Na" VaTCM Job NQ 57W2 WESTCHESTER SEWER REHABILITATION SHEET NO, G OF 8 PLA', _ i - P -AN • P;.OF'LE - F.A.S. • •—�• CLEARPRNT PAPER CO. EMFRYVILLE, -A `�/ k H� SPRUCE STREET NOTE: REHABILITATION OF EXISTING SEWER "- -- -' SHALL BE PERFORMED WITH MINIMUM DISTURBANCE TO RESIDENTS. Z �1 W �, :D3: NOTE: I I NOTE: LOCATION OF ALL LATERALS �7 m I I I SHALL BE VERIFIED BY THE CONTRACTOR V) r4zo 00 i 23 1 22 i 21 i 20 1 19 I 18 I 17 uJ co 16 15 14 / 13 1 12 i IN THE FIELD. v+ I I I 1 I I 1 -i+ o z o o d- j WF¢- O f� d O QQQ) m � cD 00 d d �t � (n N � 'r. + + N �+�' - - - , ) _� � + ^ NOTE: CONTRACTOR SHALL REPLACE ALL ° p - - - - - -- - ------ __ , ------- ---� -- ------ -- ---------- ------ - - -- _�- �N ,� ' LATERALS PROTRUDING o o N d- N ,� - - - _ - _ ^ AS DIRECTED BY THE NGINEER. r7 + +�- N d t + Lo � REHABILITATE 770 L.F. OF 6" SEWER LINE. � � � + �-- CONTRACTO USER TO USE CURED -IN-PLACE co co M. STD/ONSTRUCTION� THERMOSETTING PIPE. w W I 1J� I 2 I 3 I 4` I 5 I 6 I 7 8 9 10 11 (10 z � / LL j SCALE: ° ° i `� ••,,,�I �� HORIZ. 1 "= 40' VERT. 1 4 F PINE STREET / A � _ DDENDUM 1 � t f t C F k 0 - 2 3 4 5 6 . 7 ---- - --- ----- ----- r _ T IF—_--- _--. _ .—_.._.—__. --___ ..—_. —_ _ _. --- _— —__— -- _—_ __—_—_ _--___ __— — ---_ .v— •.. , •—•- .. _ --c I � , L e --- f --jl- u J Lu 90 t- __ L 7 F — -- — - - - - ---- --- -- — _ - - - -_- ---- ----- --_ — -- 86 �' 4 — - ----- --- E' a a— --- --- -- --- --- - ---- -- - - - -- — - — -- - - -- ---- --- ---- --- --_--- --- _ - - k-- --- --- - --- - -- - - -- - - -- - - — - ------ - - - - - - -- - - - - --- - -- ------ --- k _ f ` T f I — — _ - ... -- — - -- ---- — --- -- - - -- - --- ---- --- _ -- ---- - j ---- ---- — ---- Flt& � Wstch.g Jos mm 57ow WESTCHESTER SEWER REHABILITATION SHEET N[1. -7 OF 8 PLATE 1 - PLAN - PROFILE - F.A.S. NO 1000H - t CLEARPRIPIT PAPER CJ.. EMERYVILLE, CA. 3qo Set •I 2" Pattern - _ - Letters, ; ` High A SECTION A- A '`I. Oia Mol. .1 lo' Cleor 0 snit - - 17 t SECTION B -B ,I" Pattern Letters, / a' High imond Ito • I'Pattern Letters, T' High 1 ' - 2'x t" Diamond b mat pattern 1 Self Oraining r 3 deep Blind Pick Hot* f l I" Pattern Letters, I" Pattern Letters,—' }' High sHigh MANHOLE Locotlon for Country of Origin CLEANOUT The name of manufacturing company shot be on the under ' Machined side of the cover. Surfaces Manhole frame shall weigh not less than 120 pounds or e more than 230 pounds. The cover shall weigh not less than 104Cover 120 pounds or more than 200 pounds. Taper Manhole covers shall have a self draining blind pick hole of sones From* type unless otherwise opproved by the City Engineer. The 2" Pattern Letters on the manhole covers shall have one of the following designations- DRAIN or SEWER. DETAIL tAi ADDED STANDARDS APPLICABLE TO IMPORTED COVERS 1, imported Covers and frames shall conform to Section 207 of the Trade and Tariff Act of 1984. GENERAL NOTES 2. The name of the country it other Ihon The United States of America, must be designated upside down and located on All Frames and Covin shall be tough, gray cast iron, free the outside edge of the lid. from warps, cracks, holes• swells and cold -shot, and shall have a workmanlike finish. 3. If a manhole lid is imported, the tome of the company who re - Castings shall conform to the provisions of the ceives the product must be designoted on the underside of specificotions for Gray - Iron Castings, Serial 0`116*4110n the cover. ASTM:A48(lotest revision),Closs No. 308. REVISED JAN. 10 1988 All Frames and Covers shall be tested for accuracy of .��••:.� fit and sholl be marked In sots prior to delivery. STANDARD Dec. t. 17 1980 JANUARY A ,.B/ The seats of frames and bearing faces of the covers FRAMES AND COVERS G•L-R5J.A.S. shall be maehin*d for a smooth non -racking fit between the two tailings, FOR ! Castings .hail be thoroughly cleaned and dipped twice •""""' MANHOLES a CLEANOUTS " None i in a quick-dtying, let -block asphaltic compaund to •••+vvF. I provide a protective coating. CITY OF BAKERSFIELD CALIFORNIA S-8 ,...... ENGINEERING OEPARTMENT II it 1 / Irl iCwwwd .AI+is/ ..: .�I I I' Gods fw~w by w%wfn Awir , cut taro exisf tv seewr mean sow/ be AAlryed W#* p4ww #seed cewsfnl,ws go 1W IAae eeyd•eR. , rt•AH I , 'r' ~ ow eeflra/ i01111101111, awe► Must M necestow, Ata Bill l ar Il111 A l l y • C i ELEVATK)N NOrir Y SaiddAr Ca civic eon ta /0'or /aper s/if Cify sewer sholl be msfo/led by daring the /irk TMS work srko✓/ atilt be abets by on agcrvvrd agent of fns City of 6 WWSfif/d. GENERAL NOTES' Vihilkd Cloy Pipe Saddles shall Ne extra Strength Eby ape anal shall con!orm to the requirements of West Coast Slm'+dards of fAf Cloy Pipe Institute. Sddbsfs .shut' AW r W 014*fy rifri/red a/on steuns ane wrm/ bw"04 fh-ov~ ten: emfo r thickness, and invwriew w nwft swrraw ~/ hors erthr Asp, or ooAb. 1'111, Iw► ~ Ar lowel, c'kmelle► strrd cbrsc Eric weal Air M.r of Mo pow ad *W be scar on Me ilwit4 aw #6 pallid aelofA; Arwe�y n erirfi+p sewn• shall be mode only large P"SIA /o oa1rN yw/l of saddle lifting. Lugs or comb- nor resting on ape sholl be blocked to and cynNaN toren the/ be ntotly /armed Mrher shall consist of one port Portland amen/, two parts of clean sharp sand and enough water 10 Jhamupmlly abmpen the meal✓e The /a'tf slto// be rougAy pArs/rred or p/oof dvtd a✓bwfd to sear fir tts(r,r. m-riw•/frr. Second cool J/Ia1M be wpArd aysd /IwMMV wiM I /surf trowel finlrh. All #WWArriovrs sheen be rrtl OCAW by lfw £n9rNwi/g oe tele CAY of BloMrsAW0d pian ta EXIST. PAVEMENT EXISTING MANHOLE FRAME & COVER. C— •'•4� — — — —� A. NOTE: THIS DETAIL FOR MANHOLE REHABILITATION .' -OPTION 2, ONLY. t •'� 2" TO 2 1/2" GUNITE OR } MORTAR. APPLY ON I (:. I POLYURETHANE I'a ! LINING AFTER :I CONCRETE :•� SURFtiCE IS I.r CURED FOR EXIST. a l 7 DAYS. SEWER I ... 117 I STANDA RD% TRENCH SACKF/LL AND COMPACT/ON REOUIREMENTS MANHOLE Iof STANDARD '`I. Oia Mol. .1 lo' Cleor 0 snit - - 17 t SECTION B -B ,I" Pattern Letters, / a' High imond Ito • I'Pattern Letters, T' High 1 ' - 2'x t" Diamond b mat pattern 1 Self Oraining r 3 deep Blind Pick Hot* f l I" Pattern Letters, I" Pattern Letters,—' }' High sHigh MANHOLE Locotlon for Country of Origin CLEANOUT The name of manufacturing company shot be on the under ' Machined side of the cover. Surfaces Manhole frame shall weigh not less than 120 pounds or e more than 230 pounds. The cover shall weigh not less than 104Cover 120 pounds or more than 200 pounds. Taper Manhole covers shall have a self draining blind pick hole of sones From* type unless otherwise opproved by the City Engineer. The 2" Pattern Letters on the manhole covers shall have one of the following designations- DRAIN or SEWER. DETAIL tAi ADDED STANDARDS APPLICABLE TO IMPORTED COVERS 1, imported Covers and frames shall conform to Section 207 of the Trade and Tariff Act of 1984. GENERAL NOTES 2. The name of the country it other Ihon The United States of America, must be designated upside down and located on All Frames and Covin shall be tough, gray cast iron, free the outside edge of the lid. from warps, cracks, holes• swells and cold -shot, and shall have a workmanlike finish. 3. If a manhole lid is imported, the tome of the company who re - Castings shall conform to the provisions of the ceives the product must be designoted on the underside of specificotions for Gray - Iron Castings, Serial 0`116*4110n the cover. ASTM:A48(lotest revision),Closs No. 308. REVISED JAN. 10 1988 All Frames and Covers shall be tested for accuracy of .��••:.� fit and sholl be marked In sots prior to delivery. STANDARD Dec. t. 17 1980 JANUARY A ,.B/ The seats of frames and bearing faces of the covers FRAMES AND COVERS G•L-R5J.A.S. shall be maehin*d for a smooth non -racking fit between the two tailings, FOR ! Castings .hail be thoroughly cleaned and dipped twice •""""' MANHOLES a CLEANOUTS " None i in a quick-dtying, let -block asphaltic compaund to •••+vvF. I provide a protective coating. CITY OF BAKERSFIELD CALIFORNIA S-8 ,...... ENGINEERING OEPARTMENT II it 1 / Irl iCwwwd .AI+is/ ..: .�I I I' Gods fw~w by w%wfn Awir , cut taro exisf tv seewr mean sow/ be AAlryed W#* p4ww #seed cewsfnl,ws go 1W IAae eeyd•eR. , rt•AH I , 'r' ~ ow eeflra/ i01111101111, awe► Must M necestow, Ata Bill l ar Il111 A l l y • C i ELEVATK)N NOrir Y SaiddAr Ca civic eon ta /0'or /aper s/if Cify sewer sholl be msfo/led by daring the /irk TMS work srko✓/ atilt be abets by on agcrvvrd agent of fns City of 6 WWSfif/d. GENERAL NOTES' Vihilkd Cloy Pipe Saddles shall Ne extra Strength Eby ape anal shall con!orm to the requirements of West Coast Slm'+dards of fAf Cloy Pipe Institute. Sddbsfs .shut' AW r W 014*fy rifri/red a/on steuns ane wrm/ bw"04 fh-ov~ ten: emfo r thickness, and invwriew w nwft swrraw ~/ hors erthr Asp, or ooAb. 1'111, Iw► ~ Ar lowel, c'kmelle► strrd cbrsc Eric weal Air M.r of Mo pow ad *W be scar on Me ilwit4 aw #6 pallid aelofA; Arwe�y n erirfi+p sewn• shall be mode only large P"SIA /o oa1rN yw/l of saddle lifting. Lugs or comb- nor resting on ape sholl be blocked to and cynNaN toren the/ be ntotly /armed Mrher shall consist of one port Portland amen/, two parts of clean sharp sand and enough water 10 Jhamupmlly abmpen the meal✓e The /a'tf slto// be rougAy pArs/rred or p/oof dvtd a✓bwfd to sear fir tts(r,r. m-riw•/frr. Second cool J/Ia1M be wpArd aysd /IwMMV wiM I /surf trowel finlrh. All #WWArriovrs sheen be rrtl OCAW by lfw £n9rNwi/g oe tele CAY of BloMrsAW0d pian ta EXIST. PAVEMENT EXISTING MANHOLE FRAME & COVER. C— •'•4� — — — —� A. NOTE: THIS DETAIL FOR MANHOLE REHABILITATION .' -OPTION 2, ONLY. t •'� 2" TO 2 1/2" GUNITE OR } MORTAR. APPLY ON I (:. I POLYURETHANE I'a ! LINING AFTER :I CONCRETE :•� SURFtiCE IS I.r CURED FOR EXIST. a l 7 DAYS. SEWER I ... 117 I ` l� Sow Cut t _ O.r Jhr� / t•:.rn ' ' -' Plprl STANDA RD% TRENCH SACKF/LL AND COMPACT/ON REOUIREMENTS MANHOLE REHABLITATION DETAIL STANDARD Jove 3 /963 -- i N. T. S. HOUSE CONNECTION H/1'rt !..� a�+at earl porevwent.•:y:•• �_ �:.. �.:.: ; .. .. •• • : '• '• •' • I- _-� Ev ✓JStreet1 E r 6i SNOWING �, PrY'Erry L,.•, • (M requnedl • b •�....- VITRIFIED CLAY SADDLE Name rFf I A CITY OF BAKERSFIELD C-Mvl �coROED � DATE APR. 25, 90 CITY OF BAKERSFIELD _ CALIFORNIA ! id BOOK AT PAM �1CIAL RECOFID8 OF CALIFORNIA DRAWN J.A.S. /wic. tNolNttwlNa Ot1AtRTMtM 221 _ ENQINEERINQ DEPARTMENT ,�...e..,, ^^r a- f `, ,�.� Kai 100k* Y, CM.FQV" ta•IEdt:® D.B. Sow clJ/s at an op~g in asphalt SeNct Motbr/or F^wnr e E,fVC4on C! f" " may bf mode when the concrete . ecr Ce• _ <,i„' r•'.'r^; an r" C; -• - er d 7 i `r ` ' - - ` l� Sow Cut t _ O.r Jhr� / t•:.rn ' ' -' Plprl STANDA RD% TRENCH SACKF/LL AND COMPACT/ON REOUIREMENTS r as tar .• .a • • .... ' '• Parflond Cline . :•Cemart Carcn/f. Cohere-.,�• ..' :. :aysd finish to rrsoApl; ':':' Coll •' - - - Borkfill Compacted ro 85X -- i i •~rrbliK co"wChdn 80CAM/ Compacted ro Scot reldtivr Por !..� a�+at earl porevwent.•:y:•• �_ �:.. �.:.: ; .. .. •• • : '• '• •' • I- _-� Ev ✓JStreet1 E r 6i (-_"�' �, PrY'Erry L,.•, • (M requnedl • b cornpacf o n between ex/sling or A/Are bock d orb lutes of streets or exist,i•sg SfMtt MOJM70/ a rFf I A metas above tap of OW bN/ Cr the ov/Srae C-Mvl H o- futt" right a✓ waitAnesof alleys % ; (/1 ngwredl ! + all Curb ! r?c.�:us i _ ro and i... •'a •1. t Ar :BSX reNahre cnnlpaclia, 6orklli camocted ro BSX rebinr c tynpocfr n,n d/other areas I I ^^r a- f `, ,�.� �I // cs I F1 bre nl C=u•ter B j~ ar c,onA#f I A# work shall c�oimle see Ar Ar dp1MeoAIII to Awn of A* 4 Avfieg of boolrfkf srti► ricins and co rpoctan shay hr n tlew.yfirobons frill1 d *AYnwrrd Street evft", Ssr+1r of acewwwwo wen Ate Mals Aitlrd it Section /9-IGYd tfw Calliblr/wa, Dif;vorhrlerM of Amuse Ml *At Oili•ien of Mioketil" Silone*rr ,Soft-PlkofAerst 2 #MICAOW MOArria✓ airless NO AM A V .that' AV /stet Of 5 EAcA byw Of lot Holl nkvWW .lead mean the aonportian, 4*10 tisw Awtifirw are/ SIAM' Awe a SOW £g1A'N7/0W of aaeed fprWAVif and proobtior row "innientt brlBve rhe ,•d low Altew M and Steen' C1ai t'm tb lfm *Wbwwpg F oas10 ^cif AdI d Pb� ,$ �'Yrcentoor fitssin0 100 6 Refer ta City at 6baersfiekf SO -tare Gnawing S-6 Ar Ad 4 35-IOO comment patalei wrilifo? pored oras Ab 30 20-100 TMs bockf r mo►Mr°om shat' be pbct-d io not ter "epee two fOa (r) /alert, S~fowddly ave each sed, d Nle PW n such o mouser as nam to dtr►wge or disturb Na pipe or ifs a/vrime ocw bbyntfboakrig, mechorwiof A'mpwq ar by a ctailiti fiats Of Mrs+. nwM001 5 BdIC-010 rrsaMAW aEwr !hi► ape Iwtr PW At her de de/eter/osd mattivia✓s and Amps or slaw wrnrdiq ffrsY (.31t stenos OF gr+ralesf 01"WSIOO cad Seed' Ar prblcrd or AW ta ewcerid hats loaf (47 /dyers and warts ArJw xW be AlarosrgAlj Ct mwPed by fAto'oliv, jw" w owallaMcd✓ AI►rlarq or by o CoNsArtolaoln of Mise /leefl * Mowwer, fb00Mg orsd/0" sAtplrasy be 0#00V do #^!*fe'r/noffiff ✓ hq► o Sato E, 0006ettf d AW Arse lf►rn AV " w' 1 STANDA RD% TRENCH SACKF/LL AND COMPACT/ON REOUIREMENTS Ae panf �eeswr ' EWH -K" M Borkfill Compacted ro 85X - ' i •~rrbliK co"wChdn i p ....«.e.. I I . A• I 3 ' Je Stkcf A/bMri�/ • (M requnedl • t Baickflf/ 1*7^- kmi/ of PMoe ince shot/ be fwrlvr (12) PATCH IN ASPHALT CONCRETE SURFACE metas above tap of OW bN/ Cr the ov/Srae C-Mvl 6"AMie dramefwr of poen &W P 0e b++o4r Sw CM � law, 9001W mnporhd AN wrtAsMnlullj ars/ maWfars shall i... •'a •1. t Ar :BSX reNahre cnnlpaclia, j~ ar c,onA#f I A# work shall c�oimle see Ar Ar dp1MeoAIII to Awn of A* 4 Avfieg of boolrfkf srti► ricins and co rpoctan shay hr n tlew.yfirobons frill1 d *AYnwrrd Street evft", Ssr+1r of acewwwwo wen Ate Mals Aitlrd it Section /9-IGYd tfw Calliblr/wa, Dif;vorhrlerM of Amuse Ml *At Oili•ien of Mioketil" Silone*rr ,Soft-PlkofAerst 2 #MICAOW MOArria✓ airless NO AM A V .that' AV /stet Of 5 EAcA byw Of lot Holl nkvWW .lead mean the aonportian, 4*10 tisw Awtifirw are/ SIAM' Awe a SOW £g1A'N7/0W of aaeed fprWAVif and proobtior row "innientt brlBve rhe ,•d low Altew M and Steen' C1ai t'm tb lfm *Wbwwpg F oas10 ^cif AdI d Pb� ,$ �'Yrcentoor fitssin0 100 6 Refer ta City at 6baersfiekf SO -tare Gnawing S-6 Ar Ad 4 35-IOO comment patalei wrilifo? pored oras Ab 30 20-100 TMs bockf r mo►Mr°om shat' be pbct-d io not ter "epee two fOa (r) /alert, S~fowddly ave each sed, d Nle PW n such o mouser as nam to dtr►wge or disturb Na pipe or ifs a/vrime ocw bbyntfboakrig, mechorwiof A'mpwq ar by a ctailiti fiats Of Mrs+. nwM001 5 BdIC-010 rrsaMAW aEwr !hi► ape Iwtr PW At her de de/eter/osd mattivia✓s and Amps or slaw wrnrdiq ffrsY (.31t stenos OF gr+ralesf 01"WSIOO cad Seed' Ar prblcrd or AW ta ewcerid hats loaf (47 /dyers and warts ArJw xW be AlarosrgAlj Ct mwPed by fAto'oliv, jw" w owallaMcd✓ AI►rlarq or by o CoNsArtolaoln of Mise /leefl * Mowwer, fb00Mg orsd/0" sAtplrasy be 0#00V do #^!*fe'r/noffiff ✓ hq► o Sato E, 0006ettf d AW Arse lf►rn AV " w' 1 STANDA RD% TRENCH SACKF/LL AND COMPACT/ON REOUIREMENTS Ae panf �eeswr ' EWH -K" M Non - ' CITY OF BAKERSFIELD CALIFORNIA tfi•OINttlwPld OtPARTMR}R S-39 CITY OF BAKENSrI_LDCALIFORNIA 1 C� r1 II f,5r Eng,nerr. ?{! _ ' i i j/Fran•;, ,e� ; f lbw?,r•� \ 1 J� ' 1_7 �;,; ..er '�- =i. I -•— F1,7 w T'_I L (.ur.5 Z ' - � , � ` R ' PATCH IN CONCRETE SURFACE .D Ae panf �eeswr ' e•'..r.1M / Sow Cul �) ECYN t•: • r'C .�:+ •- ::CAerr"'..il'.� feat/�Pwlilae/e.:• �• k t.J•• i ;... i ' ! ! .. -.... CITY OF BAKENSrI_LDCALIFORNIA ....«.e.. I I . A• I 3 ' Je Stkcf A/bMri�/ • (M requnedl • � Baickflf/ PATCH IN ASPHALT CONCRETE SURFACE MORE THAN 3" IN THICKNESS peenG�AlrAAL � Wr£S: b++o4r Sw CM � tt v •}l ��` � �7,�'r AN wrtAsMnlullj ars/ maWfars shall i... •'a •1. t Q/lel�'1'Ir to t1w rvw wvmv#ws sw fwftl Ir 15fts,* A•e e Slrra/k'otes+s, Stbh of . . 6` lilth+r~ luta* Awre •' Cafilrim, Dago rtl*spli of PuA!/c Merles, 0/oiawn M HvAw+yt • Sow clJ/s at an op~g in asphalt SeNct Motbr/or caiscre/r 3 err mare ,niches /n Mickness :.: ;L. 1 //1 npwedl • may bf mode when the concrete . Po/>M hos currd or►d /s reody to rere(af the osomromf Concrete suifocxrg BockAll Sow cuts shoff bo, mode porol/el or o1 PATCH IN ASPHALT CONCRETE SURFACE r'�" onyAr: I* Me cenfer/mf of the aA'rM. LESS THAN 30 IN THICKNESS Doom of seeeef moferw if required 3791I s4ddr be ae/frm~ A /tie rwo, by the E/spinrw. As;omsas'he ponieti, bei sW N aspkdmt eaanea" road swlorfr, ospAo/t '•j,'..,...1 �'iI.x c�ancrefq SWAP" shall bI nwxed with Newv VV* OSPA rf SwMe/ � j A►ts J11an t teff //,o„„ iottrr/Ibs peeftcArv, foyer df powwphor ' (M rttNf•sird/ of owfW Steal/ be fstwedrd to AC&AW Me ,inme"0400V /Swe" strjo se Awimm perofflo f. f'Mel/Nl I Attll mans pefiA trod" *W/ be 2 feet of ;3G2 iM sane/lest dirswntian. PATCH IN ROAD MIXED SURFACE ,Y 1 ANUAKU _-1V- I T..M PAVEMENT PATCHES ••• `�`J. 0 H.None CITY OF BAKERSFIELD I A!ic mppll CALIFORNIA S-6 ` — trtaNltRllvo MP^RTWNT } I 1 Fx, ✓l ' Exp at C. i. rOS :r,,�Ri,.'s.r—� rC�r!_C r•-i�.°a' . l�rr imum Flc+'li� cif gt, ffer-., 2i T.-onsrt:en of eMnnel serfron { `-:;: - „ • :l - 6" 'e7to .',L�,'f.Y Invert as oirecledr ^2` - by £ny+ine er i 1-r Ic r6'^e of 6u/ler I SECTION A -A STANDARD CROSS GUTT2' ALTERNATE S CTIO:'1 FOR S T REST CROSS GUTTER G. ode Dr_ I I 57onCc dam__-� D t _ Slondcrd laco•bs i J � i T Roes 5 lee! / S fe rf of :^utter Exp ✓r. B ..j F/C. fi,v of Gutter �d� t SECTION B -B STANDARD CROSS GUTTER FOR ALLEY GENERAL NOTES S/cndcrd Satrilirorr:ns herein rel!rrtd 10 cit Vhosr enlifJPd5:ecificoiions, S101. Cl 1Cctirarr•,o, Drtcenl o/ F Lire IYor {s, arrs:'cn G/ Hrfjhriuys. ,SI.S; rC�r Preaor�f,,;n fcv cres,",ulter Stoll ccn- f_xm to 1!'e r..,n:,ments of Me S/cncla: d Srecificolrcrs. Cc/`crete fCr crcJsgv!!.-r S'y!/ to C/xs 5" • c.^c' :Shall Ga:`M.m 10 Me requirem?2•5 Of IAd S/dna= card Speciflcollons IExponsion „bh-t s iN be construc!td of tvtry 70' or Csds: c!sd Cy the Er;.:.: eev 41'ernofe Section shall to cor,slrucfed of iocotions where lit! ;utfer groee is OZC for greater or as directed by the Engineer. 3.3 u W V) 00- 0- 50- 50 - N pp 50 0 i -+•_O = ~e tern ernig and outgaing - setwrs /n manhole vary in ou L T r 7 erre, exHnd lower ho/vers ; beyond ass4f ( ! of wol/ and shape hansielovs ' charnel between ends of _ J • t bww halves of pipes. - Ir el 1 r Seeor Drorrn4 S -B Sneir lar Frob+e and ; r Cow, idIm" Ill I I Shell ' t Where otco'ning and outgnrng I C/os starers m moshok are ar 1 CovrCreM I 1 -8 - NW sone dometer, the Jap I /►palm of ppe only shot/ br I nasoited between walls and the broken edges shoes bf 1 I p/osAvrd smooth with L / cw+gvsf marfar. PLAN SECTION lWrlr: PGG sob nal to be parry/ i L GENERAL NOTES: All work shall conform to the spa/ aloe/t sections of the specrficchons enl.tled 2 / Mortar, dry pocked `Standard Specifics ,sans Stale o! Cob/a,pto, D flet/ of P f IL epos ub c les, Ornsvn or Highways' ,Apritfs shot/ be filled wiM mortcr and nfalfy pouffe w wp d an Inside of pipe• When an wtconiso g ..Wier r 2 fret or . rsdlrr ar wbM0lfar► otbde'r f dio•nelw ,f rssdrir se+wr o drop covrnechon shot/ be construcled as shown, Precast re+»fcrced concrete manhole sections as monufochered by Conerefe Condut Co. of Fresno, Coltibrn%q or by Assocrated Concrete Produr"s, Inc, of Costa Meso, Calfformo, a equal be constructed in accordance wtl the powsxxns d ASTM Desigr+olron C- 478. --Use Drop Afon/sole `Ter' wmseet pipe d/omeler is 6 or B' .D c•� /, r� J /HI6tL')Tal CR O�S 0-U T T (:.RS `J e•'..r.1M �) ECYN "` ;►'cne t.J•• i ;... i ' ! ! .. -.... CITY OF BAKENSrI_LDCALIFORNIA ....«.e.. 3.3 u W V) 00- 0- 50- 50 - N pp 50 0 i -+•_O = ~e tern ernig and outgaing - setwrs /n manhole vary in ou L T r 7 erre, exHnd lower ho/vers ; beyond ass4f ( ! of wol/ and shape hansielovs ' charnel between ends of _ J • t bww halves of pipes. - Ir el 1 r Seeor Drorrn4 S -B Sneir lar Frob+e and ; r Cow, idIm" Ill I I Shell ' t Where otco'ning and outgnrng I C/os starers m moshok are ar 1 CovrCreM I 1 -8 - NW sone dometer, the Jap I /►palm of ppe only shot/ br I nasoited between walls and the broken edges shoes bf 1 I p/osAvrd smooth with L / cw+gvsf marfar. PLAN SECTION lWrlr: PGG sob nal to be parry/ i L GENERAL NOTES: All work shall conform to the spa/ aloe/t sections of the specrficchons enl.tled 2 / Mortar, dry pocked `Standard Specifics ,sans Stale o! Cob/a,pto, D flet/ of P f IL epos ub c les, Ornsvn or Highways' ,Apritfs shot/ be filled wiM mortcr and nfalfy pouffe w wp d an Inside of pipe• When an wtconiso g ..Wier r 2 fret or . rsdlrr ar wbM0lfar► otbde'r f dio•nelw ,f rssdrir se+wr o drop covrnechon shot/ be construcled as shown, Precast re+»fcrced concrete manhole sections as monufochered by Conerefe Condut Co. of Fresno, Coltibrn%q or by Assocrated Concrete Produr"s, Inc, of Costa Meso, Calfformo, a equal be constructed in accordance wtl the powsxxns d ASTM Desigr+olron C- 478. --Use Drop Afon/sole `Ter' wmseet pipe d/omeler is 6 or B' - STANDARD MANHOLE T YPE, ';4" SHOWING DROP CONNECTION 9-J-64 e•'..r.1M "` ;►'cne •�_ A16 CITY OF BAKERSFIELD CALIFORNIA EiVl71 Mmma D1rAfrI, *ENT S-7 ....«.e.. I I . A• I 3 ' - � . d•. } i I III t7 3791I I 13 8 1 0. Q! I , i i I ►g ;3G2 t( 12.7 10: D t s Cl' I l I! I I -- N tel I ••��---i;: 1 .;III I I I -- ii i -- ; �; ! N 1or.. I !.:I I!�I-I III I "r 5 .J :-- ,- t -j- ! ;- - r ,-f I --- - -- I , I W.�, 1 Ii �.. I I. V) Z I II•I - il� - t - I. ,W I rl Rp SOLA ION F---R'A i 1 illi R 3 �•; r •: ;, 'A IEWS. Ids EO C U t0 NSi 4 i != O Q Q Z, III. - - -- t I t �, ,• 2.'� t .. i F I� KIR F SA ITQ i 'S'E W R I ES' I 50 100 1 APPROVED BY THE CITY COUNCIL 19 CITY CLERK APPROVAL RECOMMENDED DEPUTY D F'ECTOR OF PUBLIC WORKS APPROVED 1 1 150 200 250 300 350 ,400 450. 500 rhlr•-rla n1 I INIF RrINI(, TF4TFf1 — FT DATE MAY 1, 1990 DRAWN J.A.S. STANDARD DETAILS CHECKED STANDARD SCALES NONE CITY OF BAKERSFIELD N`8 CALIFORNIA °� ENGINEERING DEPARTMENT SHEETS CITY ENGINEER