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6.1-1759 Revision
LIST OF DRAWINGS DEPARTMENT OF PUBLIC WORKS CONSTRUCTION OF CURB AND GUTTER ON Sheet 1 Sheet 2 Sheet 3 Sheet 4 Sheet 5 Sheet 6 Sheet 7 Sheet 8 Tale Sheet Verde & 1st Street Plan & Profile Holtby Road Plan & Profile Second Street and Third Street Plan & Profile Eye Street Plan & Profile Kern Street Plan & Profile Standard Drawings Standard Drawings & Details REFERENCE TO CITY STANDARDS: S-1, S-21 S-31 S-4, S-6, S-17, S-41, S-12, S-14 W G BT CONVENTIONAL SYMBOLS SECTION LINE v v LEIVEE RIGHT-OF-WAY t RAiILROAD TRACKS - CENTERLINE ^ ^ WALL — — EXISTING TOPO _ _ = CULVERT FENCE HEMM GE GLS RD RAIL UTILITY SYMBOLS -- WATER LINE -- GAS LINE BURIED TELEPHONE CABLE M.H. — SEWER LINE -- MANHOLE P.P. f POWER POLE ® EXISTING MONUMENT ® FUTURE MONUMENT S.L. -0- 0 STREET LIGHT ROOSEVELT SCHOOLI I IJ VERDE STREET L a 1 ST STREET Q� w OO 0 � � � o E-4 N BRUNDAGE STREET VICINITY MAP NOT TO SCALE VERDE, KERN, FIRST, SECOND, THIRD, AND EYE STREETS, AND HOLTBY ROAD — SEWER LINE -- OIL LINE AERIAL WIRE 0o o AERIAL CABLE F.H. -0- FIRE HYDRANT W.M. 0 WATER METER WW.V. WATER VALVE G.M. 0 GAS METER G.V. 0 GAS VALVE ROOSEVELT SCHOOLI I IJ VERDE STREET L a 1 ST STREET Q� w OO 0 � � � o E-4 N BRUNDAGE STREET VICINITY MAP NOT TO SCALE VERDE, KERN, FIRST, SECOND, THIRD, AND EYE STREETS, AND HOLTBY ROAD NTS I LOCATI❑N MAP PROJECT LENGTH 0,200 MILES NOT TO SCALE KERN \ TULARE ti y y y y STREET a❑ VICINITY MAP NOT TO SCALE BID ALTERNATE. "A" LOCATION OF WORK (TYP) NNW -- 4 TH 2 ND STREET ST. 749 ST. VICINITY MAP NOT TO SCALE 0 a� c� Cd O z Jv O 0 J O STATE OF CALIFORNIA Q CONTRACTOR MUST POSSESS THE FOLLOWING w VALID LICENSES: c~n W CLASS A OR A COMBINATION OF - w CLASS C-8, C-12, C-34 z Q GENERAL NOTES: 13= 1. TOP OF CURB TRANSITION TO MATCH EXISTING TOP OF CURB, PER DETAIL A, SHEET 7. 2. 4' TIE-IN SHALL BE CONSTRUCTED PER DETAIL B, SHEET 7 z 3. ALLEY WHEELCHAIR RAMP SHALL BE O CONSTRUCTED PER DETAIL C, SHEET 7. V 4. ALL NEW FLOWLINE ELEVATION SHALL L1J U0 MATCH EXISTING. 5. ALL NEW AND EXISTING PAVEMENT TO BE j MATCHED AT SAWCUT LINE. cc LL_ LLJ ' APPROVED BY THE CITY COUNCIL Lj a,,pit. ke,T��Z2 a W k,- CITY CLERK O DATE 7 W NTS APPROVAL RECOMMENDED C� C U ESS 104/ PUBLIC WORKS DIRECTOR U- 0 ARTHUR LEE MOORE 2� �\ O LLJ No. 23121 rn SISTANT PUBLIC WORKS RECTOR V -- Exp. 12-31-93 Ci V o- ���\� D SIGN ENGINE R Z OF CAb R.C.E. 23121 O EXPIRES DECEMBER, 1993 (� File Name, 69701-T Job No. 69701 DSK31 CONSTRUCTION OF CURB AND GUTTER ON NO VERDE, KERN, FIRST, SECOND, THIRD AND OF EYE STREETS, AND HOLTBY .ROAD. 8 //SHEETS 6. - /7_5_7 0 0 0 NTS I LOCATI❑N MAP PROJECT LENGTH 0,200 MILES NOT TO SCALE KERN \ TULARE ti y y y y STREET a❑ VICINITY MAP NOT TO SCALE BID ALTERNATE. "A" LOCATION OF WORK (TYP) NNW -- 4 TH 2 ND STREET ST. 749 ST. VICINITY MAP NOT TO SCALE 0 a� c� Cd O z Jv O 0 J O STATE OF CALIFORNIA Q CONTRACTOR MUST POSSESS THE FOLLOWING w VALID LICENSES: c~n W CLASS A OR A COMBINATION OF - w CLASS C-8, C-12, C-34 z Q GENERAL NOTES: 13= 1. TOP OF CURB TRANSITION TO MATCH EXISTING TOP OF CURB, PER DETAIL A, SHEET 7. 2. 4' TIE-IN SHALL BE CONSTRUCTED PER DETAIL B, SHEET 7 z 3. ALLEY WHEELCHAIR RAMP SHALL BE O CONSTRUCTED PER DETAIL C, SHEET 7. V 4. ALL NEW FLOWLINE ELEVATION SHALL L1J U0 MATCH EXISTING. 5. ALL NEW AND EXISTING PAVEMENT TO BE j MATCHED AT SAWCUT LINE. cc LL_ LLJ ' APPROVED BY THE CITY COUNCIL Lj a,,pit. ke,T��Z2 a W k,- CITY CLERK O DATE 7 W NTS APPROVAL RECOMMENDED C� C U ESS 104/ PUBLIC WORKS DIRECTOR U- 0 ARTHUR LEE MOORE 2� �\ O LLJ No. 23121 rn SISTANT PUBLIC WORKS RECTOR V -- Exp. 12-31-93 Ci V o- ���\� D SIGN ENGINE R Z OF CAb R.C.E. 23121 O EXPIRES DECEMBER, 1993 (� File Name, 69701-T Job No. 69701 DSK31 CONSTRUCTION OF CURB AND GUTTER ON NO VERDE, KERN, FIRST, SECOND, THIRD AND OF EYE STREETS, AND HOLTBY .ROAD. 8 //SHEETS 6. - /7_5_7 '! , m SCALE: HORIZ. 1 "= 40' VERT. 1 "= 2' 3 li., O 5 - 6 N88°58'51 "W 7 - 8 g U 4' 4, O - N m SCALE: HORIZ. 1 "= 40' VERT. 1''= 2' q I � � I O I EXISTING CONC. 1h'ALK � 1 MATCH TO BACK OF + (4 I CURB, AS DIRECTED BY 00 I THE ENGINEER. Q I ~ i N I - U 8 - 9 N88'S9'35' t WHEEL HAIR - RA PS /C/ (,tit-6-&-� REGISTERED IVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 ��O QROFESS/O/V e �� <�" � c W ARTHUR LEE MOORE �n L" N o. 23121 � * Exp. 12-31-93 * kj'x CIVIL ���P / of CA��F_ I CONSTRUCT RESIDENT - x 0 i DRIVE APPROACH W/ F- I I Y 4� II 1 18' BREAKDOWN. D I I w Boz II I STA 9+47.14 1 1 �� 1 I d'�3 1 IN m 000 �, II i m I I c x o �� "� II U 1 i p II i N 1 r7 n -' n 11 I -z I 1 I`- _o -UU � 11 I CONST. ALLEY CROSS GUTTER Q 0� I m 1 Q w Q J Q 0 o i ww-- I I --� c~nm 14 I c~i�w c~nc� c �I 4' -- -- �� STA. 10+00 1ST ST. ------- _-_______---- ---=-- STA. 10+00 HOLTBY RD.11 12 1 - 14 REMOVE f25' EXISTING - - _ CURB & GUTTER_ EXISTING SHRUB (TO BE REMOVED) I ' �` ' � z -- -- -- 3' T LV VI BCR --------------------------- _______---------- _: � . : - I STA. 9+6 __ l� (1-----------1� N ---_f.- 00 EX. C&G W/A. C. --1 _ 0 FLOWLINE. � z EX. C&G W/A.C. MATCH �,� BCR - _ - - 00 0 FLOWLINE. � z A = 89'59'30" ca STA. 9+67 �� ; �K � , I - N N Y v _ o�� I = 90'00'30" EX. CURB &GUTTER (TYP.) Ii R = 15.00 W (-�� m n Q 00 > > �- z � R = 15.00 4� i � 4 I I ai c� z of 0 Ln W r x 0 U F. � L= 23.56 + �- _ I ^ I I I OX30 tf�� .� +I' o F- Z)(n� rn D T = 2 .5 � II 3 I U +� N 00 m cn r,� x >- T= 15.00 0 n , I Q 00 Q o z �� 00 �o � Z(n W m N o M AOOENDUM NO I 11 11 I I I_WW h_Z Np �O w m II 11 I cn v � cn ww z z� z (� � U �- � Q cl) 0 0 w Z � I I f- w wNa. O Q II v BENCHMARK USED: V) m m N cn W N s 3 RDE eS'TREET Q) I CHISELED "0" T.C. EAST END �% c� D � N.E. 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AREA CURB &GUTTER SHEET NO. 3 0 8 _� _ _ , _ __ , ___ r�� _____ _ _ __ 1 _ __ a��� _ � _ _.� ._ �__ . _____ _. ___ ._ _ __ _ _ __ - - - - _ _ _ E--, CONSTRUCT RES. ��-,� ll DRIVE APROACH W/18' 11 BREAKDOWN. STA 9+47.14 �"4 4� EX SHRUBS & DRIVEWAY 11 H__jA. TO BE REMOVED, AS DIRECTED II BY THE ENGINEER. 11 11 II 9+573 I II BCR. - .� I I �\ — — it ��__________ ALJ<<===_________ _ STA. 10+00 HOLTBY RD. ____'// - rn STA. 10+00 1ST STREET 11 °00'00"E N1 12 — _ 13 � STA. 10+00 Z CONSTS. WHEELCHAIR RAMP -----1 ALLEY WHEELCHAIR RAMP d- 'STA. 10+4043 - P. 0 r1 0 Q ��\ if BCRj END11C&G CONST. '- - •P , i I - - \ Hzil II II II 11 � E (STING P.P. TO REMAIN. � Io I I II II EXISTING ALLEY CROSS � = II ��II II 11 GUTTER TO REMAIN, MATCH o 11--- 3 -�I TO NEW GUTTER. w M cn Moll 1L_ 6 II % `-UUII Ii 11 D I QoO� cV N NZW� a; I- m � MX Z Lq N + � af O + .- U r' ON I¢- z w U H-- U o¢�. -I w (n m Li V) LrJ U m (n 1 1 I W I Q4 I I I v1 I - I I i \ STA. 13+46.43 HOLTBY RC STA. 10+06.05 VERDE 14 I — _V_K REGISTERED CIVIL ENO"INEER CITY OF BAKERSFIEL D 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 �� eR— SS�Nq� 1\ F� .) c o ARTHUR LEE MOORE w No. 23121 m * Exp. 12-31-93 ,* QF CALF_ BENCHMARK USED: CHISELED "0" T.C. EAST END N.E. CURB RETURN HOLTBY AND BRUNDAGE F.B. 0031- PG 40 - USGS. ELEV. 389.684 SCALE: HORIZ. 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AREA CURB &GUTTER SHEET NO. 3 0 8 _� _ _ , _ __ , ___ r�� _____ _ _ __ 1 _ __ a��� _ � _ _.� ._ �__ . _____ _. ___ ._ _ __ _ _ __ - - - - _ _ _ MATCH TO NEW CURB &GUTTER AS DIRECTED BY THE ENGINEER. EXISTING ST. SIGN TO BE RELOCATED VNM BEHIND WHEEL CHAIR RAMP. ADDENDUM NO D HOLTBY 4 � AX 0 z o CONSTRUCT RES. + 11 D 11 .4. DRIVE APROACH W/18' r,>- wz HO Y Q 11 z pYr NO a C; II r. 0 x 1Q - `n co Q F- U 3t D � M co 4� � EX SHRUBS & DRIVEWAY r- II 00 � co I I r) TO BE REMOVED, AS DIRECTED I- j . rr U� co a < BY THE ENGINEER. a+, x � II + - fIII,",,,,," `O . zo + r it it STA. 9+573 1 w co II I I 0 + m zz �� U r` _ - 00 + 11 I I (n U-1 w N C) 0 U U J~ �' Q J1 F__ CONSTRUCT 0= 89'59'30" N v Q I STA. 10+00 HOLTBY RD. ►Q- z STA. 10+00 v~i CROSS GUTTER &ALLEY R= 15.00' N If z w 00 00 STA. 10+00 `� ALLEY WHEELCHAIR RAMP � II z WHEELCHAIR RAMPS. L = 23.56' � I —.7 \�71= _ ---IT _ _ wm I E) F -1 0 E) \ \\ Y!*a II BCR] ENDIICBcG CONST. T = 15.00' -N ui 1 L L; - � � CONST. WHEELCHAIR RAMP F'0II - _ = _ _ [� E (STING P.P. TO REMAIN. D F= 11 11 EXISTING ALLEY CROSS --l— 6 O `° u') ovII I? � � II I I I C.L. 20' D W o m � II 7 N N `d- TO NEW GUTTER. 8 . STAA8+4 98 9 + 0' z II 1L_ 6 11 � �- to v 0011 11 II _-_- � .— I � <001i NN Lo 20f L.F. OF EXISTING CURQ AND GUTTER; 85 S.F.f EXISTING S/W TO BE REMOVED. ��=_ _______ - - 00 - o0 // II 11 dol o \ O \ (� p 1 P.P. l O � 11 �� 14.E \ __ CONSTRUCT °' °' 11 REMOVE EXISTING U") ALLEY WHEELCHAIR 4 = 90'00'30" CROSS GUTTER. �m v RAMP R = 15.00' 8i CONC RETURN r, m 4 L = 2�3,.Q5�6, CO 11 11 ? r -z w EXISTING POWER POLE TEL POI. + CC II CONST. ALLEY CROSS z F_ 00 TO BE RELOCATED II CUTTER AND WHEELCHAIR RAMP. �m F � x BY OTHERS. cn w EXISTING ST. SIGN TO BE RELOCATED VNM BEHIND WHEEL CHAIR RAMP. ADDENDUM NO D HOLTBY .ks m 4 � AX 0 z o CONSTRUCT RES. + 11 D DRIVE APROACH W/18' U r- 11 z pYr rT, "moi BREAKDOWN. STA 9+47.14 F- U -� x 1Q - m Lv II ( m (n 4� � EX SHRUBS & DRIVEWAY II TO BE REMOVED, AS DIRECTED 11 < BY THE ENGINEER. II fIII,",,,,," it it STA. 9+573 1 I I BCR. _ - \\ - - I f' `�-=7=====_)L J1 _=---- --=-========== ____'' % STA. 10+00 HOLTBY RD. STA. 10+00 1ST STREET 11 N1 °00'00"E 12 13 00 00 STA. 10+00 `� ALLEY WHEELCHAIR RAMP � II z CONSTS. WHEELCHAIR RAMP ___—___--_- STA. 10+42.43 -I - - - - P P. • _ E) F -1 0 E) \ \\ Y!*a II BCR] ENDIICBcG CONST. _ ui II II F'0II II 11 [� E (STING P.P. TO REMAIN. D F= 11 11 EXISTING ALLEY CROSS u') ovII I? � � II I I I GUTTER TO REMAIN, MATCH o m � II I1~ 3 'ill TO NEW GUTTER. ,y + 0' z II 1L_ 6 11 � �- to v 0011 11 II D I � <001i NN (nWWm .ks m 4 � AX 0 z o + clq D U r- ON z pYr a w U F- U -� x 1Q - m Lv V) W ( m (n I 1 I I Q4 I E--1 I v1 I I\ STA. 13+46.43 HOLTBY RE STA• 10+06.05 VERDE 14 REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 �e o QROEESS/ON SII � F\ C, ARTHUR LEE MOORE ?i = N o. 23121 x * Exp. 12-31-93 * kj'x CIVI\P F OF C\F BENCHMARK USED: CHISELED "0" T.C. EAST END N.E. CURB RETURN HOLTBY AND BRUNDAGE F.B. 003L PG 40 USGS. 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I S 3- w __ "" - . • �,...G...., - - .. ., _ _ - - - S - --y- _ ._ _ -..._ _______ _ ., _ _ { _ _ — — 00 - - w - - - , -- -_-- N - -- - - i I7 i - - - -. _ e Q L- - __- -__. -- T '- - - -fr - - _ . _ - _ - _ 00 W _ __ -_.- -.� _ F-_ r- _.. __- _ _ -- F 390 -- - --- -- - -- _ --- - _ - - - _ --- - -_- _ _ _y • s - s t ' P� : J 5- _ ._ - _ _ _�_ __ __ �_ cn w _ � __ _ - __ -- _ �--_E _ ___ f._._ __ < wx —�— 00I ______ _____ __ __ __ - _ - - -_ Q i __ ----- -- "P'e` .. -.+^.._•.®t +m..® - ...tee,...._ i'-__ 9 _- i __.__4-----i--- - - -- �- t - t - --t---__ i-- 11 ------- 4:__ _" _..-- t_- i----- - -� _._._.._ _ - - - --- . j- - .-________t - _ ---- --_ _'j--- .__ 4-- - _ - - _ - -,.._ __-___.�.- - ____4___ ___ _ t --_.- -- - - t- - -- --- - F - ---t-- -T- _ - t - -- -i - ---1 - _a _,-._,._ __ ._---- - _.._ _ -e .sem- - !- - E --77 �-...w,.<----1----.F. „ ._ +- _—t__ _ . -_ �- _ �_i - ----'----------4---- I __.._ - p __. _ _.___._ _--_I-.. _ --__-_I-_.__ _ .- -_-. _ _ _� -._.,._. e __ _- - - -,_--- -- - -- -T- - - - -- - -- -- --- $ - - -- - . -` - - a - -- - -`�- - - --___ A - -4----- -i- - i ---------� - --- i -- -- 1 _ .- _- -.___Y._-_..- .I._- -------_!-__ .__-_eee -__ E ._ - .+! ___�<�. --.-_ i .-. __._-f..-___.-.i_e�-______ .�___.-.Ss._ _ __ -_-___ ____,____ -�....,...,,..-.:...• _ s_„_ _ 111111! , •. ,..-.,..._ I _i- . ._ - �F--------,------ --- _ _ _-._ _._..-. �. �,..-� ' ___ -_ ..q���.-7-.,.a ._ M�� - i- -- ______.____J -i--- ---i - - y - n } - - -}_- ==-1 _- _ �-- - _ I _ 1 _-_�-.___.-. -.�-- .,-- - _ _� _--�__-- p _..--. -i __ __p_-- u .� -___'______l_____._-� f __- { "-- .-t---____._-.�_____. jj _ .�-_ _ __ 1 - ---.----I- i- - - -it ---- - - A * -.- a - _- f _-_ i . _ - ._ _._. __-_-i_- �_ _" _-_-_ __ __- E - _t - ______'___.�__ __ - _. 1 !3 - -_- --- -1 ____r______ __ _ - - i _-__-- ._{ -iii _N_ _- _ _ Y _ q --- +-----f---- t - __ -_ -.-_ _ --1-_- - --_I -+ --- -- -=i= _ _...._____ _ -�. -i - - .__,- � - ---------.---I-__ _.,� _ - - - _ -_ _ __--__i - _t- -r F- �" 1__�_'!__ _< _ _ - ____._ - I , ._i-. -_- __ _ -.. _. a - - i!! --- 4 — - +- --- r - -_ - - (_ -%a_.. _ i--_-__ _� ___ -_ t __ ___ _ -.-__ } T -. ' i __- _ �` _ _ i -_ _-_ _� � --- _ '__- � _---4-___A f= I - - - - j i '-- -- - --''--- i- - �- °_.� _ --_o _ -�__. _ _ : I -1 - . � - .. i - _ - ' - --'--- - -- - - - - P--- -_! 1 - _-_ s _____ll____t__________ _ - - _-.� _ -.1.-.-_.�l--. _.._..q_---- __ f ---___ �_.}--. _ .._.-_ -A------------ __ --+---i--- ' ---- ----- s - _ -- --- - - - -- - -r -�-- -� - -1 — - - -; -- ;--- ----I _- - -- � -_ L- _- ____ . , - I - , - -1 - ------ ---- -----,---------4-- - --�--- - - -. — -- � --- — - -- Y_}p� _ - - __ _. s_-___ ; —j_ -_ -� I -- ..__. �s -� . _.-..-�..-�.� t --f-----�-..-'- --.-_-_- i N — r --- - I N� �..-, i- s ____q'___. .._____ - - I oo - -- - - -- i _ - . _____4_____ � .__ _ __ - -O--{� - - - i______.__+ _ - -_ {{ E -._ - -, - ; . - - : -- a' - - --- - --- -- - 3� T� __ - - _ — - -3-- - -_- _ _t-----; - - - - I - i y - _ { Q w - -- _ - -4 -_ r - -i. _ W U ._- _-�_ - .--__ I S= : 0009 ----- ------ -� — --+--- - - �-------J— J — - — N W m - - - - t — - � -1 _ M . __ -- (ir - - � _ _... _ -- -- - - -- (----- -+ - - - - - - ---- ----r------4_ - -. - - -- _ ___ - - ______l I ;-__-.#._ .- .- _ _ _ __ ._ _ i _-4-r- - __ - -- - - -- i-- - � -- - ----- - ---__ - - - - -I -.__ _- �- - _- ___. -.__ - _ _�--;_-_ T _.. _ - - -� I - - - _ - --- -_-_- - -- - -- 39,2 - - _ _ _ __ _ __ _ - _ _ ` y ' ; - _ < i I �._____ _- .- - --- --i--- a-' - - - - - ------+--- --�- E -- _. ' -'_-- -- _ - - - � - -- - - -----# - -�- _i- _-__i .. '_ _ __ - - _ _ ... - _ a _ _ __ __ _ 4-- _ -_ _ - . — �--__-- -_ :: . - l--- _-----�- - -. ' - f -- -- - __ - - -- - - - ' --- t. - I Q --_. - - _. _ _ _ 386 - I s -- --a - - - - _ - }---- -_-� _ _ 1. - - - _. - - - T---_ _ _ -- - _ ----- ,L - ' - - - _ I . -_ _ __ -_ -- f 39,2 - - - ______________t____ ---- - - - - ' ! _�+ 4 - - F -- - . _- .. ,... , _ - g ._..-._ F - _, _. ._._ _. 1f -�_{ '__ __ .- - _ -. --- -_. - --. 4" -4 I - ._ _ _ _ A.�_-_ ;- _-_ i_ _-. _ _ � - _¢ _ 390 _ _ _ . -_ - - _ - r I - -- r _ .--� ---- 4- _ - - - - ---- - - --- - -- - 4 r- -�- -__ - - I --- ,wco - f - _ _ - - - _ - --__------------- --- - -}-- - ---- -- -- - - - _ r- r ' - F- - -- . - --i -----i -- 4 ---_--s _.-- f _-__ , - -.- -_- - - -- -- - - i -- - - - - -- r - -F----- _'_ -- _--- - - ---�- L --_. --- �. M . _ - - - - - - - _ - - --- - - - - - -- --- } C _ - -- -- - - f. E I - - - --- - - . - Y - -- ---- --- - - - - --- K.. _. _n _ . .. ' o i a .-..-_-'-----d'--'-"-- ----___" __ - __ -. !! -- - - a-__-_4 -_ _'-' i __, ;' _. - ____ -.-_-" -- _' t e . e .-.. ... _ .. _ 1 i , � s t - - -- - - - E '-- I i - - - - - I a -i - - -- - - 8 -i-- - _ - -- - - + - - ' - -.- --- -' - -- - - - - �- -- - - I R �T 3 - - - -- ----- -- - - -- --- - --- - -- - - -_ --- --- - --- --- - -- --- - -- - - - - - - - -- - -- - 8 V' ' i : Y._ _ _ ._.-. _ a _ _.-....._.._ -.-, _ - R_.- - _.__._. _ -_.___ - - - - - - - - - - - _'. _ _ N --- _-_'-�---�- i -- __ ---. - _ -i - i -- _ v s -.- -_}-----__.- -- �- g9 !-- -_ - ... .F ,_. ._. ..., _. _. ,. ._ __. .'.Y'-."-...-!'_'_^'-^--._.1;.._......._-.._,._._.._.a..-._.,,.-_._A.-..=.,_..___,-,.-,,._._.;.....-.-._w.-.. ` -__. _- - - - .- _ ___.-y. _--_ _ - __� .__-.. F __ - _-_�_ -_- _._. 4.._ , _ t __ -_- --- ___..,_� f - ; ._ _ _. __ - - -'__ - '-_ _-- - _ -- __-_ - - ._ - - __ _. . - ___ _.._ ll - Y=-- � - - �____-�_ 388 _ — _—____ __------ `— _ — — E _ - -�- _ -- - - - -- ----_- '____ i - -- _ -- -- ' - EXI TING, PROFILE:- I -3� - - ---� - --- - - --- - . - ii _ _.�_- _ ,-_. _ _-__ - _ _ - - __._-- - ____- _ - - - _ _ _-___ z EXISTING FLOWLINEi -- �- r - - - _ �, . ,_ .______ . ____ _ __ - _-- _ _ _ _ _. _ _ _ _ - . ---- - - - - -- - --- -- - -- -- - a ,._ _ - - - - - -- - - - --- - 1-- - - � - -- ___ _. L_____-. --- -- - t -. - -- - ---- -- _._�_ _�_ ---- , --- - -- --_- -_-_ -- -- - - -- -.. - . - - — - d--- --- - - --- - --� `- _ - - --- _-_�-- _ _..L-_ - - - - - _ _ _ -__ fY 3 - ----- _ ---- -'- _ ' - - ` --- -- - �a M_ -rr-_-.��-.--._a _ _ _ __. a - __ ,-. _-._r_ _ _-_--- -- - �' :v 386 r--�___- - - _ _ -- _ - -- - - - - -- _ _ --- { -- I_ ----- -- - f - I -- --� - - -- -� - -- - ---- __- - - - -- - - -- - - . - - -_ - --- - - - - , _. - - _ . _ " _ __'} , _,_,- _ ; v _- ._. _. � -_. _..._.___ ------ _ __ __ - .- ___ _ - � _ - —a� - - _-- - - -' _ - — _ -€ f-_ _ . _ -- -._ - -_. _ _ __ _. -_ __ - ___.___ __ __ - _ _ - _ ._. _ R -. - _ --- - - 1--}'..____-_- _ - _t-___� ----- --- ----- _- I- . -- - EAST--FLOW`LINE�_PROFILE --_-:�__�- : --"--- � -- ' - - E S -- I _____ __ 4 - 0 IN _ __ _ i ___ — -� __ — _ — - - - - - a ---- - __- - - - _ _ - 4 rt -- - -- - - r - - -I e _ , _ ..- . _, _ _ r- - , -- - - -- - - - - - ---- --- __ - ___ E --� -- , - _- e __,_- _,_ _w __ -, _- _ .. _ . _ _ - ��_ _ - :� F Y I p F - --- _4-" _ _-__-'__-y -.-._.___._ # __ .-_-____- - - '_"`_.`-e., �".`o®'r„m"q m�.y-^k'+ , _ _.-.. .. . _ - _ "- - �_. P i , -__-_. ! �_._.. _- _ _____t -_ -- - - , - - --" _ -a --- _ --_- - --- -.- _ __-__ -- _ - - - i 5 _.___- .-._._-_ ._.__.-_ _.-.__ -_ _ .__. - - .. _ _ - _ - _ - _I --- ` - - t - - ---� __ -__ ' -_. _ _.- ; -- _ , - _ i _. - . h. - _ , _ - - - - -- _ _- - - - _ ; _ - - i -' - 1`-^ -i ' i- .. __ - s -_r---_,.._-_-___'-__..__.--..:_ ' _ ____ -_ - - . - - _ , ._ _ .__.._.- .__.-.-7 _ . - -?- -� _-'r __ _ . - -- _ --_ _. _. _ _ - - f _ - ___'l _ . - -_-_ _ a , ---- -- - - - - - __ ----' _, v_ ------ --' -- - - ---- _- __ - _. __ . _ . - _. -., _. ; __ - E _ - - -- - ----- - - - - --� - - -- -- --- - - - - - -- - -_ - - - -"'-'- ------..._..-____._.....,�M_i-..._...a..,...-..- s -._ _ -._ --__-- - - . ' - - _--- .r---- _- ..�_ _ _ _ '-`-_ _ - $ ___._--`-. __.. ._.___ _ _. - i- r- ?- - ---- -'- -- - - - -----'-1-r-- I -- - �-- . _" _ ._ , C _ ,. -}- _ _ . _ _ _ - - ._ .. - ___._.__ _,__ _ __ _,. , , -�i -- ;- - - - - -- y - _. - -- - ________A-. .---- -- I - � - '�-- --- -- g ! 1 - .�— i S ! - - - - _- - _ _- _. _-_ ._ __ -.._-_ _ T _____.- _t_ -__-.i-_ + ..,- _.__ _ _ + _ - t - # 1 -F-----b-_--_ _ __-�. _ __- � _fw �--.._ __ _ _ _ _ _ 4 _.-_ I ' -- --- -- -- L -__- _ _ 3 - - - - _ __. --- : -- ----- `- ---- -- - - - - - - - - .-_ .- . _ - -- - - --- - - -- t- ---.- -- -- -- - - --- - - - - - - - '_ _ _ -- - . _ - . < .- ___. , __ ,- . � _ ----- --- --- - --- - ? - #- i -_- - - --4---+______;__ - _ _ - -- - �- -- -- -..-.r• .- ._a y,��e...,,.._ -,�-..,.� __„2,,.�._.,, ^_.�.._e. y. . _,. -� .... ...._.,...•:._.®,...�....�..JM>....__z=,�.__ - - -� ..�__ .. _ .-... -. ._ ..,.. .. _.. _. -F- € - _. --<_ _. - -- - - - -- -- - - 4 a _ _' __.<,m.__.".., -i � i i- _. . . . - .,.,n . ; _ - - _-��_ - - - _ ... _, _ - .,�_: . ,A _,__,_�,_ ,_.--_v ,- a„� 697 ,- BR A L & � m =n � �.��...�,-l- _- -,��� 1- - --__ _ __. '_ p _ a� _ - o + �n N. 69�w UND GE N AREA CURB CUTTER SHEET N0. 3 OF 8 .._,- _a_ __ . _„_-__.__._..r____-__. - ,- _� .._-.. ,W- _ - _.. _ �___.._.� .-�- .__�____.n..._._-___._... _ �___ - _ �_�_- __ �- _ _. � ��� _ _Y _ _. _ ..._ _. _- ��"� n r � - - - -, _ I [� -, . - . _ - �4 — - � -1 _ M . __ -- (ir - - � _ _... _ -- -- - - -- (----- -+ - - - - - - ---- ----r------4_ - -. - - -- _ ___ - - ______l I ;-__-.#._ .- .- _ _ _ __ ._ _ i _-4-r- - __ - -- - - -- i-- - � -- - ----- - ---__ - - - - -I -.__ _- �- - _- ___. -.__ - _ _�--;_-_ T _.. _ - - -� I - - - _ - --- -_-_- - -- - -- 39,2 - - _ _ _ __ _ __ _ - _ _ ` y ' ; - _ < i I �._____ _- .- - --- --i--- a-' - - - - - ------+--- --�- E -- _. ' -'_-- -- _ - - - � - -- - - -----# - -�- _i- _-__i .. '_ _ __ - - _ _ ... - _ a _ _ __ __ _ 4-- _ -_ _ - . — �--__-- -_ :: . - l--- _-----�- - -. ' - f -- -- - __ - - -- - - - ' --- t. - I Q --_. - - _. _ _ _ 386 - I s -- --a - - - - _ - }---- -_-� _ _ 1. - - - _. - - - T---_ _ _ -- - _ ----- ,L - ' - - - _ I . -_ _ __ -_ -- f 39,2 - - - ______________t____ ---- - - - - ' ! _�+ 4 - - F -- - . _- .. ,... , _ - g ._..-._ F - _, _. ._._ _. 1f -�_{ '__ __ .- - _ -. --- -_. - --. 4" -4 I - ._ _ _ _ A.�_-_ ;- _-_ i_ _-. _ _ � - _¢ _ 390 _ _ _ . -_ - - _ - r I - -- r _ .--� ---- 4- _ - - - - ---- - - --- - -- - 4 r- -�- -__ - - I --- ,wco - f - _ _ - - - _ - --__------------- --- - -}-- - ---- -- -- - - - _ r- r ' - F- - -- . - --i -----i -- 4 ---_--s _.-- f _-__ , - -.- -_- - - -- -- - - i -- - - - - -- r - -F----- _'_ -- _--- - - ---�- L --_. --- �. M . _ - - - - - - - _ - - --- - - - - - -- --- } C _ - -- -- - - f. E I - - - --- - - . - Y - -- ---- --- - - - - --- K.. _. _n _ . .. ' o i a .-..-_-'-----d'--'-"-- ----___" __ - __ -. !! -- - - a-__-_4 -_ _'-' i __, ;' _. - ____ -.-_-" -- _' t e . e .-.. ... _ .. _ 1 i , � s t - - -- - - - E '-- I i - - - - - I a -i - - -- - - 8 -i-- - _ - -- - - + - - ' - -.- --- -' - -- - - - - �- -- - - I R �T 3 - - - -- ----- -- - - -- --- - --- - -- - - -_ --- --- - --- --- - -- --- - -- - - - - - - - -- - -- - 8 V' ' i : Y._ _ _ ._.-. _ a _ _.-....._.._ -.-, _ - R_.- - _.__._. _ -_.___ - - - - - - - - - - - _'. _ _ N --- _-_'-�---�- i -- __ ---. - _ -i - i -- _ v s -.- -_}-----__.- -- �- g9 !-- -_ - ... .F ,_. ._. ..., _. _. ,. ._ __. .'.Y'-."-...-!'_'_^'-^--._.1;.._......._-.._,._._.._.a..-._.,,.-_._A.-..=.,_..___,-,.-,,._._.;.....-.-._w.-.. ` -__. _- - - - .- _ ___.-y. _--_ _ - __� .__-.. F __ - _-_�_ -_- _._. 4.._ , _ t __ -_- --- ___..,_� f - ; ._ _ _. __ - - -'__ - '-_ _-- - _ -- __-_ - - ._ - - __ _. . - ___ _.._ ll - Y=-- � - - �____-�_ 388 _ — _—____ __------ `— _ — — E _ - -�- _ -- - - - -- ----_- '____ i - -- _ -- -- ' - EXI TING, PROFILE:- I -3� - - ---� - --- - - --- - . - ii _ _.�_- _ ,-_. _ _-__ - _ _ - - __._-- - ____- _ - - - _ _ _-___ z EXISTING FLOWLINEi -- �- r - - - _ �, . ,_ .______ . ____ _ __ - _-- _ _ _ _ _. _ _ _ _ - . ---- - - - - -- - --- -- - -- -- - a ,._ _ - - - - - -- - - - --- - 1-- - - � - -- ___ _. L_____-. --- -- - t -. - -- - ---- -- _._�_ _�_ ---- , --- - -- --_- -_-_ -- -- - - -- -.. - . - - — - d--- --- - - --- - --� `- _ - - --- _-_�-- _ _..L-_ - - - - - _ _ _ -__ fY 3 - ----- _ ---- -'- _ ' - - ` --- -- - �a M_ -rr-_-.��-.--._a _ _ _ __. a - __ ,-. _-._r_ _ _-_--- -- - �' :v 386 r--�___- - - _ _ -- _ - -- - - - - -- _ _ --- { -- I_ ----- -- - f - I -- --� - - -- -� - -- - ---- __- - - - -- - - -- - - . - - -_ - --- - - - - , _. - - _ . _ " _ __'} , _,_,- _ ; v _- ._. _. � -_. _..._.___ ------ _ __ __ - .- ___ _ - � _ - —a� - - _-- - - -' _ - — _ -€ f-_ _ . _ -- -._ - -_. _ _ __ _. -_ __ - ___.___ __ __ - _ _ - _ ._. _ R -. - _ --- - - 1--}'..____-_- _ - _t-___� ----- --- ----- _- I- . -- - EAST--FLOW`LINE�_PROFILE --_-:�__�- : --"--- � -- ' - - E S -- I _____ __ 4 - 0 IN _ __ _ i ___ — -� __ — _ — - - - - - a ---- - __- - - - _ _ - 4 rt -- - -- - - r - - -I e _ , _ ..- . _, _ _ r- - , -- - - -- - - - - - ---- --- __ - ___ E --� -- , - _- e __,_- _,_ _w __ -, _- _ .. _ . _ _ - ��_ _ - :� F Y I p F - --- _4-" _ _-__-'__-y -.-._.___._ # __ .-_-____- - - '_"`_.`-e., �".`o®'r„m"q m�.y-^k'+ , _ _.-.. .. . _ - _ "- - �_. 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INSTALL 1005 SF � - 0) 00 ¢ [�-, Y SIDEWALK. � _j 7�z �z SIDEWALK. rn z :t q I� � 00 • Z O 0 W + 0 o J_ N m Y >- >• O 0 QD rT, �} w N in 0 + ao N Y F- w o r,� ¢ �, < ¢ Y m z ^y , „ p 00 C6 z co d- Y n co N Q D d- \ z in � ¢ = 89'58 53 I o r7 ¢ d ¢ w N o cr- o 3 3 - w rn Q rn + cn + 0 r w O v i W o� z co > raj 000 > h R= 15.00' co c� Y �n I o EX CONC ai Q o t- c'F-i� �n o 0 o d N r� c� oo Z N m= 90'0'32" rn z +� o m m� f•- z cn c> m o+ ;a- 0 i o - 0 d [� L= 23.56 Q Q w Y WALK (TYP) + + +\ cn w z= N Y N +� 0 00 0 o I o o R= 15.00' T = 15.00 Nm m <0ui MATCH AS Q� Q� ^� coi--0 ¢mow z oQ +W o� o x o� L = 23.56' + v m DIR BY ENG f -J H J H -i X¢ ¢ F- ¢ c� Q w rn ¢ w wmm v)0cn HW F- Jry o = T = 15.00 C. B _. _ cn U N U 0 cn m cn 0 m h¢• -i t¢- J � F¢- -! J o I- ¢ R + - 3 cn Q m cn 0 F N 4' 6 NO°11'20"E 7 4 8 t NO°11'20'E 11' •�.o. M.H. 4 TYPE "B" CURB _ N — � - + i C.B _ - - _ -CONSTRUCT -------- -- 8 rn --------------- ----- 12' rn M.. -- -~------ cn cn -----¢------- ----- W EEL EXISITING CATCH BASINS � �/ Y�/ -- C �% __ N TYPE CB. 0 � RAS TO REMAIN. �J 1 REET A C.B. WITH LOCAL DEPRESSION IN 52 LF 18" RCP I _ GRADE SAG. STA 4+65.57. RGJ 1 (BASE BID) WITH STUB OUT I EXISTING FENCE a GARDEN TO NORTH. SEE SHEET 8 1 TO BE PROTECTED IN PLACE FOR STORM DETAILS. DRAIN I c Q41 : I I I I 6" SEWER 2" GAS ADDENDUM -NO.1 2" GAS (BID ALTERNATE 'A') REGISTERED CAVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 QROFESS/0N_ � ARTHUR LEE MOORE m w N o. 23121 � * Exp. 12-31-93 i �9T 1 V� L \ F [F CAS- \ _ =__� I � rr^;I ^q LU C w z l�I h- o It � M00 ALT. "A„ o = s9.59,28" 00 m SEE SHEET 4 FOR DETAILS N R = 15.00 +�z c . L = 23.56' N 0 ov o�__' T = 15.00 Q00 b.°.) T.P. /S. 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I -_ �r -- 5 ~r _ _ - --- - -- -- - . -- - - -- - :-- -- - ----' - i - -- - - - - - I _�. -- s.. - - - ----- -s - ...-.-.---� - _.'-" -'F--------s-_-- -- -- - - -_.-_.-1 .-. ._ _._-__- -I----..._._ - - - - - - -- - - _ f - - , - - --- -#-__-}-- -- - _. i } - _ � -_ - _ --- - -- a __ - -_ ; - H . - -_ _.. ___- _ -- i ,� _ _ -_ �" +-- - I - I � __ g_ - - -- -' -- � - i -__ _.i�..�.�- ' ____ T-- ' --" - _ " - - - _' -- -- - 'C-- g --- -- - I - --_-,..__.-� �. _ — - _„_ _a_..__- �- _ _ - -_ _ -- i — - I r_ r i - ---,- - - ---; --- ----- -I---`— i----- —_- - --` _ _ _ - �; _ - _�.� - _ _ - f t - -- - - -- - - - - - - __. 1_ _ _ _, -_ _ __._.� __ {_-,._ _ _ _-.� _-_ __,.-__4 - ____- ____-_ _-.--.j_�,_..-____ y.__ - - .. .- - _�- -._- i _--_-__- t _..- _ .._ _ ; _ ,� ._ .._-s_,.-._-._ , , fi i}{ - g- r 4- - - -- -�--- - Y -- _- - - -- - - - - - --. - - - --- 4 _ -_.-.. a--_------9---- .+ _ - -- -- t- _---i---___ _._ __ - -.._- -- -- - - - -- - - - - - - ----_ ._-__ _ . -.,..,_r-..� -- - - _... _,_i F" Nona 69703-1 Job Na 69703 KERN STREET CURB AND GUTTER- SHEET N❑, 6 ❑F 8 ; �... ,�_�.>m.�.�, .. .,. - - a� — r__�.� , - , a _ - -- - _,,. f_ - . , . _ _.�� � _ - - - - .� - _ _ ._ I __ ___,_� _ _ , - , _ __ _- . cI?�_� - �? _ U_ 9— — "°°"9 NOTES Dortla. of rano v1la. 1' YK 1. If distance from curb to back of sidewalk ars r�rl` Tap .f bnv �i/Rounded Reme.er ! nplenn�t at is too short to accommodate ramp and 4' in Case 81, the may __ •s- Nob 7 —�� ---- "' Mit M pal __ platform as sidewalk be depressed longitudinally as in Case 82 _ ( ! ' 2% M—J a or C2 or may be widened as in Case Cl. 2. If sidewalk is less than 5' wide, the full S_ Not. a s33s u_ SECTION A—A width of the sidewalk shall be depressed R.t." wb as shown in Case C2. N n.....al a• las., 13. If planting area width is equal to or Top of rang. greater than ramp length, ramp side Ra,nya —�-- slope 'X' distance - 3' (See Case C2)_ - (� --- 4. For Cases D1 and D2 the longitudinal -' a• portion of the sidewalk may need to be e for a curb depressed as shown in Case 82. ;i we s a tar e• w , a 33s ua: CASE A SECTION B—B 5. If located on a curve the sides of the p.ptro ddw.i °' ^gnr`d ramp need not be parallel, but the minimum width of the ramp shall be V. BI R« -h" wb N A •d9• of 6. The bottom of the ramp shall have a -( �r 1/4' lip at 45'. ?. The ramp shall have a 12' wide border �d� f with 1/4' grooves approximately 3/4' o.c. "_ l See grooving detail. The surface of ramp �j II ! z! 4• shall have a transverse broomed surface N` 4 rk Sw Nob 7 rl I �j i Rt. 7 texture rougher than the surrounding sidewalk except when located in center ;1�w of curb return. � S. When ramp is located in center of curb went d" of I ,xl: Fralt odes of return, it shall be grooved in a herring- ! bone patter with 1/4• grooves approximately 1 1/2' o.c. See grooving detail. Grooves should be aligned parallel to crosswalk S« Noe* s if 1 mted S.. Net. e u to.ot.a stripes to direct blind pedestrians into " Mier of wb nbrn. 1ZS x " .entw of orb re.rn. '2 J AI uor appropriate crosswalk. at rb at wb CASE B1 CASE B2 9. Ramp side slope varies uniformly from a maximum of up to 12.57. at curb to con- form with longitudinal sidewalk slope adjacent to top of the ramp, except in A1 Cases C2 do D2. The ramp platform may be 4. R.ta""y ave eliminated if the grade does not exceed r--- r S« Not. 7 a. ` itdg. t 8.337. 10. REiROJS -''Men a wheelchair ramp is added to an existing facility, the following r See Net. 7 4' u"- ` changes are permitted t 1 (A) Ramp grade in Case C2 may be `I increased to 47- rl el ri33x it , j (B) Other ramp grade may be increased um. KI to a maximum of 11.17- (Never- ' 1 izsx -'f "i h.l.ss, they should be as flat as si u� front eag• feasible.) tl K1 al r� idi�k �h �� (C) Where the 4• platform is not feasible, the 1(I width may be decreased to 3'. (D) The platform may be eliminated if C ! ` 5.. N.t. a if beamed the grade does not exceed 9.337- Al " -t- .e ► c rely. CASE Cz CASE C1 (Sidewalk less than 5' wide) 45- A tx t3 I A or B 1 v ►'- 3 r..nt =i S» Not. 7 4•L" ar" a• iw SNob 7 i d ty 7 LIP DETAIL. See Note 6 p�'tr'y I,7 Nontrfy Kj,i t 12SL I •)f•' �{ A— oli Yaw 1 at eu9 L . App— 3i4' except 1 , A or 8� A or 8� = + .1-0.9 Prtibn CASE D1 CASE D2 T•4''ii! �.- See Note 4 See Note 4 R.taM "y evb s n«..al GROOVING DETAIL rr � SECTION C—C Reme.er ! nplenn�t at contract./•. gtbw uN.� I�e�f al ottr.tw C�V--t F' Mit M pal __ I N p�N DETAII. H TIrench Width — Variable — 12' 12' Colder Coupling Coider Coupling (Typ) (Typ) Existing Seri Pips Existing Sewer \ �i� ......................... ............... ::::::ir ��• Pipe a:rtttirr::a:rr"."t.rrtat ir: New Y.C.P. with Mechanical Compression Jo'alts \................................... /� (Typical) ................ \ iiiiiii:i::i..:::: i\. r:r......::12, :::::::r::. i\. :t::'r: ::::.:: \\� Standard Trench �: \� ..•..... :{::::: r:::i{{r::r: i .._:ii.i...:::{_:�•:i�::r:•:•ir:•:}:=::-: 8ockt9l Per CRY .. .................. �� Standard S-39 / : f STORM DRAIN a::'�\� STORM :..... �� SPRINGUNE �� .:: '•: � �'•:� DRAIN C4 2 Sade Sand 4 ....... :ir-:::. :: ::: / Cement S91 i\ : i t • a a Way t„ used In plan of compacting Sat to Springline. Stuffy shall be vmrated. Alternate Concrete Cradle Detail For replacing sewer — when broken No Scale STORM DRAIN j\\\ ulna .�;,p• •; •-aP . STORM DRAIN .: ,. dao►A 1. i �: ' a •4 . Loose Sand �� •-a':�°'.�: :_.t: :°::::�,\i Exist UtiiltyPtpsiL :16 ::• Y� �'r�. •:. D•. .-.. \ !ay-'A•f\ \\G�- \ --• ^ '�'� aro �\�\ %i���� i\ -:> �' .•:4•',•'�`•:•.� 8' Mkt �\ �\\ ` i •,�•..e:•R-::::•:..-.-:.. .n.,._•.� -` ExIst. Utility Pie To be used where r< equals 2 or fess Pipe Saddle- Detail No Scale aAIE SUBDIVISION DESIGN MANUAL at,•,, lDT PIPE SADDLE DETAIL s uF Nis APPROVED %i -_E7 NO. CITY OF BAKERSFIELD CALIFORNIA D-9 CIT'_ ENdNM ENGINEM14G DETAIL ' C' zz ALLEY WHEELCHAIR RAMP N.T.S. EXIST. CURB HEIGHT VARIES. *MAY BE LESS AT DRIVE APPROACH. 391 390 W 387 385 MI 383 WE DETAIL A CURB TRA-ArSITI(-N N. T. S. I W w rnZ _ d' J o � XI± + �o STREET SAWCUT TO A NEAT VERTICAL FACE. VARIES 4'-12' I Egg W CL Z �w � � Z Q h J CO rn J-) to U u) DD R GISTERED ;IVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 �o Q�pEESS/O�q\ � F\ CO CD ARTHUR LEE MOORE 1Zr1 No. 23121 * Exp. 12-31-93 k�x '4T C I vj�_ F OF EXCAVATE FOR AND CONSTRUCT TYPE 'B' CURB AND GUTTER PER CITY STD. S-1. CONSTRUCT DRIVE APPROACH AND SID I WALK, PER CITY STD. S-4 AND S-3, RESPECTIVELY. d i 0.5' ' • •4 d I 0.5' COMPACT TO 90% RELATIVE COMP. — — — J CONSTRUCT 2" ASPHALT CONCRETE TYPE tB' COMPACT TO 950 OVER 4" CLASS 2 AGGREGA-E BASE RELATIVE COMPACTION. EXISTING PAVEMENT * DIMENSION AS NOTED ON PLANS. DETAIL B TYPICAL SECTI0JV N.T.S. 0 10 20 30 4U 5u eU SCALE 1"=10'0 10 20 7-0 40 50 File Name: 67201—SD Job No. 67201 DATE STANDARD DRAWINGS & DETAILS 4/30/91 CONSTRUCTION OF CURB & GUTTERRAWL. NTABLIT ON VERDE, KERN, FIRST, SECOND, PROJECT ENG'1Wh 1R THIRD, & EYE STREETS AND DOUG BLATCHFORC M4EOLTP T j �• RDAD DESIGN EMoo e Arthur Lee Moore CITY• n F B AKE'R•'�,S FIELD NO 7 CALIFORNIA a E TGIN'-JEPING DEPARTMENT SHE�_15 /J/7S I N p�N SIV-! to J W Ln,7 �I O u-) In CDMV) +1+ N (+))6 CN (p 4 In 17 O O) W, o d O 0 10 20 30 4U 5u eU SCALE 1"=10'0 10 20 7-0 40 50 File Name: 67201—SD Job No. 67201 DATE STANDARD DRAWINGS & DETAILS 4/30/91 CONSTRUCTION OF CURB & GUTTERRAWL. NTABLIT ON VERDE, KERN, FIRST, SECOND, PROJECT ENG'1Wh 1R THIRD, & EYE STREETS AND DOUG BLATCHFORC M4EOLTP T j �• RDAD DESIGN EMoo e Arthur Lee Moore CITY• n F B AKE'R•'�,S FIELD NO 7 CALIFORNIA a E TGIN'-JEPING DEPARTMENT SHE�_15 /J/7S _ rponsion ✓o+rut T I �axeneo ,1 I Oetween .,cents Plane lJarnY ' Street Rignt-of-Way Lint•'' 'fir Z u .c i Standard Cur& Return radius o >° solo/1 be 20 feel unless c v �: L Otherwise directed by the I City Engmeer I r I� STANDARD TYPE SIDEWALK oc _ VOL VOr. 9uiider for new, remodeled, or expanded bur/dings as set forth in Chaorer /2.40, Section /2. 40.010 of e1„ Me 9axersfieid Wunicloo/ Code 5h0/1 provide concrete clrOS, gutters and sidewal,Fs according Oc.'ooeie to this st&nddrd drawing. Such curbs, pffers and sidewalks snall be in exisol - tence O/ nave their construction guaranteed by 41L. cash, cern/;ed Cecx or caroofafe surety ootid docroved �y the Ci/y Attorney is a Iona/flan to holo/ cooroval :•ra acceptance by the Chief 3u/ldrnq insceCtor for occuponcy 10 the building or property. xNERAL ,I/OrES: Ad work stall conform to lite laolicctle sections It &CJfi / Of a sD cat ons entitled SIan ara Speed - carxes, State of California, OeDarrment of TiCns- pOrra,ian" and the /ollowong special provisions. Subgrode 0r000fOf;O17 shall be constructed true to Oldie and cross section, with compaction of 90% to a aeprh of 0 -SO feet Concrete shall be Class '3" (5 sock) and snall have o slump be/ween 2-1/2" and S -//Z" 17fe surface snail be finisned /O grace and C/OSS section with a /10al, troweled smooth, and flmshed with a broom. Concrete stroll be aired wyth d whrtr-pigmented Culling compound-Ompying to Section 90-7.018 o/ me Standard Speuficotlans. WMkened alane joints shall be installed of 6 ,bot intervals and expansion joints at 60 foot intervals. Expansion joints snall be located it each tide of a structure and at the ends of curt returns. ,6xponcstot join/ fdAer material snag/ courat of preformed strips 0/ a dumb/e, resilient compound. Sidewalks snail be scored to a minimum depth all //,S' unless otherwcse directed -by the City Engineer Vejw rdewoik construction m blocks with —ting s:aewalk 5ol0/1 conform in dimenSion and ibcOflon to /host ;n place. xrsting sidewalk shall be sawcut and removed it the first scoring /ire all or beyond Me p/01YOed joint A oermrt for sidewalk construction and retort- siruction shall be cotained from the Oepartment Of PU0/1C Works and snail orcomooty actual work. Any variance in finisA, color, or material from standard will require a special permit from the City Caned. Cevtaftns from the COMOMOI/dt type 5idrwa/k,5UCb as standard or meandering type,may oe oermr/ted by the aaaroDriare design ,.Yovisla ns of Chapter /6-2 of the Mu l/c/pa/ Coda a 7 ComDenolron Type Ver. 3 5' min. 5• i Standard Type ! ! 1 Sldoe iia met der /oaf TYPICAL SECTION /i Saw Cut • , `Goer d" (6 sari Patond''L Ex�sturg' .Cement Canciete! Color•, rfland Cement and Amsh to motet ;'•'•:r Contrett. .. • :. ,r.•✓::•odjxmt pavement.•:•.•.t•:�•.'• - j..•p j. .... �r Select Mo,eriol ' *'I (// rrgvvedl Backfill •� - i PATCH IN CONCRETE SURFACE d3plro/t c Dont A.sa'XV,* p - under ,— i#' Saw Cut -molder - -.rim +;; �1•.t / JSD • C.'.rR're sur ac:n , c,�Closs� 4'.f6. sack)'Pcri/cnd:'. ••.� + rT°,7� x j• +!• ••�_`. •' cement'rortC/eel.• 8 t elect Maferr �+ y Backfill PAT iN ASPHALT CONCRET SURFACE MORE THAN 3" IN THICKNESS Asbno/tic pai•tt Aspnd/hC dont GENERAL NOTE 5: ynotr rr" Sow Cut hinder 411 workmanship and materials snail �t;�.c %scnoit:one'e,<,f..::+..• Cnstingi s -Ion. _ re. cOniarm .o /ole reauvrmrents sit •crit .n �u.'ta4i ,1 ; : �. • �., �, ovin 'Z" 3" . nic.r »e Stan dord Soea/icanves, 5/ate of : ••^« • • ••.-.•. ;;ss California, veoartvent of ' •5'Untrrotrd rock bust .�l transoortation', current edition. r„J,..,�. ,te3f,'�4I„S;%QAp 1 : • • • :'^ Saw cuts of an Opening in asphalt f• Select Water, dlMotrral'oC/r ',3� concrete _T or more inches in tMcibless el W ter may Of mad,- wnen the Concrete :fF• patch hos cured and es ready ro n d re_rive the asala,'i concrete surfacing. .kt 800hll ' Saw cuts slid// be mese para//el or of right angles t0 tri,- Centet•+m,- of the PATCH IN ASPHALT CONCRETE SURFACE street a ,, 21241105 OWM- of select material, ;/ fega red, mall be dttermmed art the field y fin,- :ngmeer. -Asoho/he paint binder /n asphalt Cotcrefe rood swfocrt, Osbha/t 4 ospnoi( caxrrre Astin4 road' .. concrete surfacing snail be mired with a •surto i `� l ppvnnq groat asphalt. atf Se/tet Moftrra/ Patches less than 2 feet from (If reotrrrd/ extstinq patches, edges aJ povemrn►i or gutter solo// Lit extended to } 4 \ include the 'ntermediate isolating stria 11 of exisfing pavement. � Bockli!/ MiMmum � patch width Ofd// be 2 furl Of its smallest dimension. PATCH IN ROAD MIXED SURFACE Fs _•,•/iSED AUL �9 CT - R •'-Of Line A i Street .4gnt-of-:ray LMe '..� -Standard Sidewolt- i I Back edge of drivewdy to be an GEACRAL NOTES, straight vertical dtegfmernr unless } Otherwise directed tole mi AN wOrx molt conform to the oDoltccote sections Of the specificationer entitled 'Slondard Specifi- C/ty �- .agrntec tenons. State of California, Department of Tions- oortation", current edition, and the foilcming General :Votes: I II All driveway .acarions Orr subject to avoroval by /i Combinaft" l l I ! Comvinonon :ole Tioff;c Authority and City Engineer Sldewvht-; l!I i l f �I Sidewark-s No driveway constructive solo/1 be permitted in street x alley retims. Q I II` Suograde OfeCOrOtiOn shall be Constructed true ! ' (l "•:ill !'II' �`pnI s. 1': ,: � rill, ;'�I::�!r•;::, y •'a grade and cross Sect/On, with compacteOn Of 90Z to a depth o/ 0.50 feet. QY& i Gvi181'. a'Ro '(WOO Concrete shalt be Class 8' (5 sack) old shall hove a s/into briween 2-1/2' and 5-1/2'. A PLAN S'eakened written approvol is oDtauted from the Cty G.;pansian joint ` ?)sole ✓OutY Engineer. riritfel_. « r Too edge of Sidmvc*%`, trop of curb Concrete star/ Oe cured wire a wnite-pigmented i pct ell tet /me Cera (acv Of the S/ondord Specificotrons. / Max. TYPE A CATCH BASiN IN GRADE SAG TYPE A St A I CATCH BASiN ON GRADE Bottom CArb.-7 Scaring of concrete shall be a minimum of 1/8' of in depth with a scored line in line with and i oarorlel to the cots of /he Curo. Eroansron jour filler material shall consist of J preformed strips of a durable, resilient compound. blfwrrn points I ,I CamwnaYron idswvik S/andard Sidewcl* a J// existinq concrete curb, gutter, and sfdewatk I �I c a ( i ` Standard Curo Return raaxes , • • 6`- 5' min M 5ol0/1 be 20 Pert "mess 1mer-se directed by the 41q •! o'er City Erngrneey �6 rhafnrss !t gutter except when the City Engineer '?OS approved the pouring of a new gutter against the �Ql exposed edge of the existing pavement. ,SECTIO(V A - A Pavement patching shall conform to Cily 'w•'� _aL Standard S- 6. COMMERCIAL COMBINATION TYPE L , SIDEWALK 'nor /o start o/ work. f /of -- 6' Clear 6' ill^•- SH Such driveway approaches sha// be in eristence Or have their Voll construction ;uaraareed by casn, certified check, or corporate solo// be reouired wtlh aI/ dnvewdy permus. Ar4:6' mnimurn in R- / and R-.? zones; GOO INLET TYPE A CATCH SASIN TYPE GO & PROFILE' S=6' rnenrmom in al/ other zones and for Occupancy to file .luridina or property. On 17101or CIty Streets; curb to wdrl authority and City E1791neer where wall ,.s constructed. and AJ catch basins and 3' lou other inlet _ rponsion ✓o+rut T I �axeneo ,1 I Oetween .,cents Plane lJarnY ' Street Rignt-of-Way Lint•'' 'fir Z u .c i Standard Cur& Return radius o >° solo/1 be 20 feel unless c v �: L Otherwise directed by the I City Engmeer I r I� STANDARD TYPE SIDEWALK oc _ VOL VOr. 9uiider for new, remodeled, or expanded bur/dings as set forth in Chaorer /2.40, Section /2. 40.010 of e1„ Me 9axersfieid Wunicloo/ Code 5h0/1 provide concrete clrOS, gutters and sidewal,Fs according Oc.'ooeie to this st&nddrd drawing. Such curbs, pffers and sidewalks snall be in exisol - tence O/ nave their construction guaranteed by 41L. cash, cern/;ed Cecx or caroofafe surety ootid docroved �y the Ci/y Attorney is a Iona/flan to holo/ cooroval :•ra acceptance by the Chief 3u/ldrnq insceCtor for occuponcy 10 the building or property. xNERAL ,I/OrES: Ad work stall conform to lite laolicctle sections It &CJfi / Of a sD cat ons entitled SIan ara Speed - carxes, State of California, OeDarrment of TiCns- pOrra,ian" and the /ollowong special provisions. Subgrode 0r000fOf;O17 shall be constructed true to Oldie and cross section, with compaction of 90% to a aeprh of 0 -SO feet Concrete shall be Class '3" (5 sock) and snall have o slump be/ween 2-1/2" and S -//Z" 17fe surface snail be finisned /O grace and C/OSS section with a /10al, troweled smooth, and flmshed with a broom. Concrete stroll be aired wyth d whrtr-pigmented Culling compound-Ompying to Section 90-7.018 o/ me Standard Speuficotlans. WMkened alane joints shall be installed of 6 ,bot intervals and expansion joints at 60 foot intervals. Expansion joints snall be located it each tide of a structure and at the ends of curt returns. ,6xponcstot join/ fdAer material snag/ courat of preformed strips 0/ a dumb/e, resilient compound. Sidewalks snail be scored to a minimum depth all //,S' unless otherwcse directed -by the City Engineer Vejw rdewoik construction m blocks with —ting s:aewalk 5ol0/1 conform in dimenSion and ibcOflon to /host ;n place. xrsting sidewalk shall be sawcut and removed it the first scoring /ire all or beyond Me p/01YOed joint A oermrt for sidewalk construction and retort- siruction shall be cotained from the Oepartment Of PU0/1C Works and snail orcomooty actual work. Any variance in finisA, color, or material from standard will require a special permit from the City Caned. Cevtaftns from the COMOMOI/dt type 5idrwa/k,5UCb as standard or meandering type,may oe oermr/ted by the aaaroDriare design ,.Yovisla ns of Chapter /6-2 of the Mu l/c/pa/ Coda a 7 ComDenolron Type Ver. 3 5' min. 5• i Standard Type ! ! 1 Sldoe iia met der /oaf TYPICAL SECTION /i Saw Cut • , `Goer d" (6 sari Patond''L Ex�sturg' .Cement Canciete! Color•, rfland Cement and Amsh to motet ;'•'•:r Contrett. .. • :. ,r.•✓::•odjxmt pavement.•:•.•.t•:�•.'• - j..•p j. .... �r Select Mo,eriol ' *'I (// rrgvvedl Backfill •� - i PATCH IN CONCRETE SURFACE d3plro/t c Dont A.sa'XV,* p - under ,— i#' Saw Cut -molder - -.rim +;; �1•.t / JSD • C.'.rR're sur ac:n , c,�Closs� 4'.f6. sack)'Pcri/cnd:'. ••.� + rT°,7� x j• +!• ••�_`. •' cement'rortC/eel.• 8 t elect Maferr �+ y Backfill PAT iN ASPHALT CONCRET SURFACE MORE THAN 3" IN THICKNESS Asbno/tic pai•tt Aspnd/hC dont GENERAL NOTE 5: ynotr rr" Sow Cut hinder 411 workmanship and materials snail �t;�.c %scnoit:one'e,<,f..::+..• Cnstingi s -Ion. _ re. cOniarm .o /ole reauvrmrents sit •crit .n �u.'ta4i ,1 ; : �. • �., �, ovin 'Z" 3" . nic.r »e Stan dord Soea/icanves, 5/ate of : ••^« • • ••.-.•. ;;ss California, veoartvent of ' •5'Untrrotrd rock bust .�l transoortation', current edition. r„J,..,�. ,te3f,'�4I„S;%QAp 1 : • • • :'^ Saw cuts of an Opening in asphalt f• Select Water, dlMotrral'oC/r ',3� concrete _T or more inches in tMcibless el W ter may Of mad,- wnen the Concrete :fF• patch hos cured and es ready ro n d re_rive the asala,'i concrete surfacing. .kt 800hll ' Saw cuts slid// be mese para//el or of right angles t0 tri,- Centet•+m,- of the PATCH IN ASPHALT CONCRETE SURFACE street a ,, 21241105 OWM- of select material, ;/ fega red, mall be dttermmed art the field y fin,- :ngmeer. -Asoho/he paint binder /n asphalt Cotcrefe rood swfocrt, Osbha/t 4 ospnoi( caxrrre Astin4 road' .. concrete surfacing snail be mired with a •surto i `� l ppvnnq groat asphalt. atf Se/tet Moftrra/ Patches less than 2 feet from (If reotrrrd/ extstinq patches, edges aJ povemrn►i or gutter solo// Lit extended to } 4 \ include the 'ntermediate isolating stria 11 of exisfing pavement. � Bockli!/ MiMmum � patch width Ofd// be 2 furl Of its smallest dimension. PATCH IN ROAD MIXED SURFACE Fs _•,•/iSED AUL �9 CT - R •'-Of Line A i Street .4gnt-of-:ray LMe '..� -Standard Sidewolt- i I Back edge of drivewdy to be an GEACRAL NOTES, straight vertical dtegfmernr unless } Otherwise directed tole mi AN wOrx molt conform to the oDoltccote sections Of the specificationer entitled 'Slondard Specifi- C/ty �- .agrntec tenons. State of California, Department of Tions- oortation", current edition, and the foilcming General :Votes: I II All driveway .acarions Orr subject to avoroval by /i Combinaft" l l I ! Comvinonon :ole Tioff;c Authority and City Engineer Sldewvht-; l!I i l f �I Sidewark-s No driveway constructive solo/1 be permitted in street x alley retims. Q I II` Suograde OfeCOrOtiOn shall be Constructed true ! ' (l "•:ill !'II' �`pnI s. 1': ,: � rill, ;'�I::�!r•;::, y •'a grade and cross Sect/On, with compacteOn Of 90Z to a depth o/ 0.50 feet. QY& i Gvi181'. a'Ro '(WOO Concrete shalt be Class 8' (5 sack) old shall hove a s/into briween 2-1/2' and 5-1/2'. A S-4 1 loroaD/e 4/homora Foundry Curo Armor -' r 3'S' - r i PA 3911 with anchors or equal. unless Otherwise noted iRein/tvcinq steel, I I see plan view..... irsf 1\ ( t 1 Gutter Pbwline- Curb Adjusting nun to be tightened I I and Secured in place wnen plate ! ---_- -+�- is in proper Position: .............- s t• /'x17' sugocrt bolt f Protection bpi 21 wltA hex nuts .......... (See Note7l•- • - •. g A / Flame 9 \`t ' i i 1 \ �\ \ AIE 0 S/irrop --- 1- r "• j !! Care! 0 '1 7 77 STEEL PLATE DETAIL ! 'ra ban bent dowry and imbedded into 1 GENERAL NOTES. wall !2' Cuitl Gutter G AY concrete sho// be Class 'A' arid snail be within 27`la 57' PLAN slums Alhom2 Slab to be poured monobthiC with sidewdk wnen sidewalk is frame ra verr*Adry 530gavwith constructed or replaced Surfaces of all exposed concrete home 6 torr. *A /_530 wire 2- ;' stainless tree/ sociret.head shall mates 5104• finish, Color and scaring of adjacent concrete. equo%---, See Steel J. 41,44.4 THICXNESS. r: 6' except when, finished //usnt or sit screws set quole and Plate Detail H>81eet T-8” Sidewa* 510oe -' iMff ' L > 8feet T<B" 'Tj� ��— 'r-�=�• _� -� n Catch Dos n wails snail be increased by 2"minumum in =Ir f ' ''! i'�y --- ,•i '1 ` tMcdness /f pOur,-1 O^arnst e ;rah -n lieu of uurSide �:-" 1/r'`� a , a•' face forms. 4. Wall reinforcing not required when H=a'' or less and L = 7' all less. Wads exceeding these limits shod/ be reMlartd • -I Na 4 bar If' >, j worn No.4 bars at /8' OC, both ways. A// rc„n&remg shall Varies- be No. 4 bort li"clear of inside face unless oMertaiire shown. a 2'-0'mm. S Ail exposed metol porn shall be go/vaMled after fabrication. \ !. • 1 a I 6 Support bolts sha// be insro//ed whin tenjgtA of opining exceeds r' I a I•. Round,-QR=pip/ f S'O" and snail be spied at not MOre than 5 o, Or- and not wail thickness ° less than X0, O.G e 7 When curb 00eMng exceeds CZ, plain round steel protection bar Slope to OutletI /" en diameter steal/ be ;nstol'td Bar sial/ be imbedded S' all from oil directions j i /8•"noir each end. :. r. 1 t -• !: ! I 1 � d Pape stall De at specified or as deeded by the Engineer. The e anquror cut on. Me• pipe shodbe mode as directed by Me Engine^r. 9. All work shall conform to the app/itaa/e sections of /A, - t0 n .. a •. ... t specifications entified 'Standard Specifications, Slate of r 'unless o n6iwise noted T -- California. Department of Transportation', current edition. Subgrade ;s optional with contractor SECTION A -A ..:.' *4 bar- rotol4 XKN \• JUL 'E! :/• �l'Clr - * Revised 9/22/8. : �6'7ypico/••"w STANDARD .: 2f, i9f1 .•�f rr► if 91 CATCH BASIN • i 12'min �rcE '� w .... Naw REINFORCING AROUND PIPE CITY OF t,AKERSFiELC S—iZ CALIFORNIA . ""..ra � ENGINEERINd OEPART+•'E.*rT D- 14 +—•�=� Ili----- 24' -+{ I..r- y_..r 24' R. 6" �2• 0 "Volume = 0.06379 cubic yard per lineal foof Volume z,0.05903 cuoic yard per linea/ foot CURB AND GUTTER CURB ANO GUTTER TYPE "A" TYPE -B' ,q=7 -. t 24' 10'Rod R. 6-ara- err !- 12-'---`� I Curt r�%j%' °�'• '^(T;,,,: -`e`.'. t L- - - _ -- . VbCrr7e=004321 cubic yard per lineal foot Volume = 0.03487 cubic yard per linea foot CURB AND GUTTER TYPE "C" ROLL-TOP GUTTER GENERAL .uOTEs.' All NOrx Snail conform to the applicable sections of Type '.C• cury and ;utter ;s permitted any :nbtoi,o h'arne fine ell3tarraara Spec:flcattons, State of California, ranrs,Moorle Hoare Suaovisions Ont Uecartment of Trdrrsoortdtion", Current edition and (Residential 5UOU/ban Two-And-One-iatfmacre ,f+trvmrrrr the following General Notes: Ler Size)Zarr.. Subgrooir nrevmwX n /all r ype acrd C' CtrbS and gutters shall oe constructed tnx to groov and cross sec"w elm canpacoov of 90Z to a arpM of QSOff Prm/t /or curb and gutter constrwhow snail oc=ff4any ofrow suipgroad actual work and may ale oalaned /ran the O.-Cwtirk"t Of ?",140C ;Nanirt Cancrr,Y /or cur!, and gKtter ;ho// be Ows 9' (5 so&J and siva// ale wi,nin 2 I to 5; stsna 8UAder for new, ren=ade.Ied Of er9arn0ed btiA* gs = eft V 77nver krmts snorl oe sur&xvd an me stir pAxrd next to cern in Chaorer 12.40, Section r240.G0 -f rtk- the concrete and shill not a less than 1 i /trek after ,�akllS3;e/d .Wand" ,:Ode snarl a-OWde cOr"Ofe curds beinq surfaced and gulf" ocavanq to tots standard dawwng, Sr,d.• :YI/OS and '/Utters $no# oe In eXlSreYrct Cr nOve thee' Too and face sho/l be troweled smoott, tArn green a (Leal consfrwfioo ,varonfeed by cash, cernfied 0-rl r, a Arm, Gruen /hist. airDcrore surely bora aoa-ova- Jy the G'ty Attorney "err ercnnq art# and gu,tets ale 10 Lr rrt.Vace� new is a condilian rd, final OpaaYa/ and all-Ceorance _1y :ole ttmrsuenon soli!/ matt)) eresnnq comirucfirsr wriest Ch rf auNdinq Inspector /a Otte roancy .0 any CY vAOnq atrrwrse cer'ected by /ne Engineer. cr ?rorty. Caxarrr sM// ca ran ro additives unless /vfar maro.d iyseYt amtnx7rnq new orb ofdrr!s /Arerrsnnq pOnTrnerft s a Nanw' ;mint Guy Engafeer snarl be scwtvt a minimum o/ - & /ram me ao at pater Ganvefe stall ye cured win a wevfe porrlerpyrd cern Wnen reorocinq cwv and gutter rhe Engineer may q Oopiove sawcnthnq d/cnq int 1/0 71 role erisrinq gutter in conoowd complying to secnat90-718 of the Standard Mev of ftp/acing d m//V/rXn•� of 2f! Ypcsemenl. Spfahcat:anr-r s. ��l'Cr7:1 ti e� r Exis))ng seaeans of csb and golfer snail be sowctd -- ^- j TANOARD Or ;nf /imus of tot area /o Of feCCITSPUeted, ,veateoed glare ;oral all Cold oA-tt shall be r r cdnsfnxted all IS/f inrervo/s. Expo'nAart ,airs sola/ CURB AND GUTTE.R oe of each stere of 51n.AYtrei and at etas d .^- T /FES 4" 3; 8 G• also returns. Type A'cuio dnd gutter is reotsreO rn off stmets wnen necrssary for dranage. CITY OF 9AKERSFiEL.D I :ype 9 -euro andgrtrttr it redound in cul sfreYt .� , r r CALIFORNIA J - .•rcMl .neer ;pe .: yr ;, s mawrrd or oevmared .h c ' „ c *rr✓ -� .,.. uETrGtrutt'nanNa ocriiw•rwF.xr PLAN Concrete shay/ confan no additives unless prior written approvol is oDtauted from the Cty Engineer. G H I �2. Opemnq -ldT!^ IH. Too edge of Sidmvc*%`, trop of curb Concrete star/ Oe cured wire a wnite-pigmented curing comoowd comolying ,'o Section 90-7.018 pct ell tet /me Cera (acv Of the S/ondord Specificotrons. / Max. TYPE A CATCH BASiN IN GRADE SAG TYPE A St A I CATCH BASiN ON GRADE Bottom CArb.-7 Scaring of concrete shall be a minimum of 1/8' of in depth with a scored line in line with and ELEVATION oarorlel to the cots of /he Curo. Eroansron jour filler material shall consist of J preformed strips of a durable, resilient compound. Gu/ter CamwnaYron idswvik S/andard Sidewcl* a J// existinq concrete curb, gutter, and sfdewatk v across .ole face of any proposed ctivewoy .0,71/I 5' De sawcut and removed , • • 6`- 5' min 6'~' -r 6 AJ ' -- -S1ocv l raci► der loot -161, r czsnnq pavement s.'ta/l be sawcut and removed Gulhr.- L a minimum of 2 feet from /be edge of the �6 rhafnrss !t gutter except when the City Engineer '?OS approved the pouring of a new gutter against the exposed edge of the existing pavement. ,SECTIO(V A - A Pavement patching shall conform to Cily 'w•'� _aL Standard S- 6. COMMERCIAL A permit for driveway construction shai/ be 3u;/der for vxw, remodeled, or expanded buiiaings as set forth ,rn octained from the Deportment of Pu,: -#C Works Cbcprer 12.40.010 of the 3akersfie/d vufncrpo/ Code moll provide 'nor /o start o/ work. - n rw;n. � td daM d o .otcrete driveway eoprodc.�es according ,o Mrs , 9 -- 6' Clear 6' ill^•- SH Such driveway approaches sha// be in eristence Or have their Farrnfuloeformance guarantee (cash "nand) construction ;uaraareed by casn, certified check, or corporate solo// be reouired wtlh aI/ dnvewdy permus. surely bond dpprored ay tole City Ar,ofnry as a condition to GOO INLET TYPE A CATCH SASIN TYPE GO & PROFILE' final approval and dcceotonce by t.^e Co/e/ Bur/ding Inslector Existing driveways may be sowcut and widened for Occupancy to file .luridina or property. an one side subject to app/oval by rhe !raffia authority and City E1791neer OE'tISF D r:1L 'O and AJ catch basins and 3' lou other inlet S-4 1 loroaD/e 4/homora Foundry Curo Armor -' r 3'S' - r i PA 3911 with anchors or equal. unless Otherwise noted iRein/tvcinq steel, I I see plan view..... irsf 1\ ( t 1 Gutter Pbwline- Curb Adjusting nun to be tightened I I and Secured in place wnen plate ! ---_- -+�- is in proper Position: .............- s t• /'x17' sugocrt bolt f Protection bpi 21 wltA hex nuts .......... (See Note7l•- • - •. g A / Flame 9 \`t ' i i 1 \ �\ \ AIE 0 S/irrop --- 1- r "• j !! Care! 0 '1 7 77 STEEL PLATE DETAIL ! 'ra ban bent dowry and imbedded into 1 GENERAL NOTES. wall !2' Cuitl Gutter G AY concrete sho// be Class 'A' arid snail be within 27`la 57' PLAN slums Alhom2 Slab to be poured monobthiC with sidewdk wnen sidewalk is frame ra verr*Adry 530gavwith constructed or replaced Surfaces of all exposed concrete home 6 torr. *A /_530 wire 2- ;' stainless tree/ sociret.head shall mates 5104• finish, Color and scaring of adjacent concrete. equo%---, See Steel J. 41,44.4 THICXNESS. r: 6' except when, finished //usnt or sit screws set quole and Plate Detail H>81eet T-8” Sidewa* 510oe -' iMff ' L > 8feet T<B" 'Tj� ��— 'r-�=�• _� -� n Catch Dos n wails snail be increased by 2"minumum in =Ir f ' ''! i'�y --- ,•i '1 ` tMcdness /f pOur,-1 O^arnst e ;rah -n lieu of uurSide �:-" 1/r'`� a , a•' face forms. 4. Wall reinforcing not required when H=a'' or less and L = 7' all less. Wads exceeding these limits shod/ be reMlartd • -I Na 4 bar If' >, j worn No.4 bars at /8' OC, both ways. A// rc„n&remg shall Varies- be No. 4 bort li"clear of inside face unless oMertaiire shown. a 2'-0'mm. S Ail exposed metol porn shall be go/vaMled after fabrication. \ !. • 1 a I 6 Support bolts sha// be insro//ed whin tenjgtA of opining exceeds r' I a I•. Round,-QR=pip/ f S'O" and snail be spied at not MOre than 5 o, Or- and not wail thickness ° less than X0, O.G e 7 When curb 00eMng exceeds CZ, plain round steel protection bar Slope to OutletI /" en diameter steal/ be ;nstol'td Bar sial/ be imbedded S' all from oil directions j i /8•"noir each end. :. r. 1 t -• !: ! I 1 � d Pape stall De at specified or as deeded by the Engineer. The e anquror cut on. Me• pipe shodbe mode as directed by Me Engine^r. 9. All work shall conform to the app/itaa/e sections of /A, - t0 n .. a •. ... t specifications entified 'Standard Specifications, Slate of r 'unless o n6iwise noted T -- California. Department of Transportation', current edition. Subgrade ;s optional with contractor SECTION A -A ..:.' *4 bar- rotol4 XKN \• JUL 'E! :/• �l'Clr - * Revised 9/22/8. : �6'7ypico/••"w STANDARD .: 2f, i9f1 .•�f rr► if 91 CATCH BASIN • i 12'min �rcE '� w .... Naw REINFORCING AROUND PIPE CITY OF t,AKERSFiELC S—iZ CALIFORNIA . ""..ra � ENGINEERINd OEPART+•'E.*rT D- 14 +—•�=� Ili----- 24' -+{ I..r- y_..r 24' R. 6" �2• 0 "Volume = 0.06379 cubic yard per lineal foof Volume z,0.05903 cuoic yard per linea/ foot CURB AND GUTTER CURB ANO GUTTER TYPE "A" TYPE -B' ,q=7 -. t 24' 10'Rod R. 6-ara- err !- 12-'---`� I Curt r�%j%' °�'• '^(T;,,,: -`e`.'. t L- - - _ -- . VbCrr7e=004321 cubic yard per lineal foot Volume = 0.03487 cubic yard per linea foot CURB AND GUTTER TYPE "C" ROLL-TOP GUTTER GENERAL .uOTEs.' All NOrx Snail conform to the applicable sections of Type '.C• cury and ;utter ;s permitted any :nbtoi,o h'arne fine ell3tarraara Spec:flcattons, State of California, ranrs,Moorle Hoare Suaovisions Ont Uecartment of Trdrrsoortdtion", Current edition and (Residential 5UOU/ban Two-And-One-iatfmacre ,f+trvmrrrr the following General Notes: Ler Size)Zarr.. Subgrooir nrevmwX n /all r ype acrd C' CtrbS and gutters shall oe constructed tnx to groov and cross sec"w elm canpacoov of 90Z to a arpM of QSOff Prm/t /or curb and gutter constrwhow snail oc=ff4any ofrow suipgroad actual work and may ale oalaned /ran the O.-Cwtirk"t Of ?",140C ;Nanirt Cancrr,Y /or cur!, and gKtter ;ho// be Ows 9' (5 so&J and siva// ale wi,nin 2 I to 5; stsna 8UAder for new, ren=ade.Ied Of er9arn0ed btiA* gs = eft V 77nver krmts snorl oe sur&xvd an me stir pAxrd next to cern in Chaorer 12.40, Section r240.G0 -f rtk- the concrete and shill not a less than 1 i /trek after ,�akllS3;e/d .Wand" ,:Ode snarl a-OWde cOr"Ofe curds beinq surfaced and gulf" ocavanq to tots standard dawwng, Sr,d.• :YI/OS and '/Utters $no# oe In eXlSreYrct Cr nOve thee' Too and face sho/l be troweled smoott, tArn green a (Leal consfrwfioo ,varonfeed by cash, cernfied 0-rl r, a Arm, Gruen /hist. airDcrore surely bora aoa-ova- Jy the G'ty Attorney "err ercnnq art# and gu,tets ale 10 Lr rrt.Vace� new is a condilian rd, final OpaaYa/ and all-Ceorance _1y :ole ttmrsuenon soli!/ matt)) eresnnq comirucfirsr wriest Ch rf auNdinq Inspector /a Otte roancy .0 any CY vAOnq atrrwrse cer'ected by /ne Engineer. cr ?rorty. Caxarrr sM// ca ran ro additives unless /vfar maro.d iyseYt amtnx7rnq new orb ofdrr!s /Arerrsnnq pOnTrnerft s a Nanw' ;mint Guy Engafeer snarl be scwtvt a minimum o/ - & /ram me ao at pater Ganvefe stall ye cured win a wevfe porrlerpyrd cern Wnen reorocinq cwv and gutter rhe Engineer may q Oopiove sawcnthnq d/cnq int 1/0 71 role erisrinq gutter in conoowd complying to secnat90-718 of the Standard Mev of ftp/acing d m//V/rXn•� of 2f! Ypcsemenl. Spfahcat:anr-r s. ��l'Cr7:1 ti e� r Exis))ng seaeans of csb and golfer snail be sowctd -- ^- j TANOARD Or ;nf /imus of tot area /o Of feCCITSPUeted, ,veateoed glare ;oral all Cold oA-tt shall be r r cdnsfnxted all IS/f inrervo/s. Expo'nAart ,airs sola/ CURB AND GUTTE.R oe of each stere of 51n.AYtrei and at etas d .^- T /FES 4" 3; 8 G• also returns. Type A'cuio dnd gutter is reotsreO rn off stmets wnen necrssary for dranage. CITY OF 9AKERSFiEL.D I :ype 9 -euro andgrtrttr it redound in cul sfreYt .� , r r CALIFORNIA J - .•rcMl .neer ;pe .: yr ;, s mawrrd or oevmared .h c ' „ c *rr✓ -� .,.. uETrGtrutt'nanNa ocriiw•rwF.xr �. — E,37 1_'1_ TIE R,_ D V! _L QNE� _�-� ---- —- 'til `ER CITY OF BAKERSFIELD 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 OOFESS/pN�l ARTHUR LEE 1IC` t -E + r 10. 231 1 : ii * Exp. 12-3" —93 I',t ��qTF Cl OF CAL aw amxav m\ ad be aamxtd sA ydth a10 fret depth. anon w (SM SwWn A -A and Tates) .� a A..... 3 �r I I I I i u S.1 E_ant I .int n Es.. 6 PLAN Tap d art lap wS„ d iiwd I I r-- i ------------------- ------------------�-------- i tf! = t r t - Gvtt,r 1w sr d O1, ELEVATION ,w eWtath ,nay Ce roduced en sir—ts .:ch niW our ,cath fess :hon e' , :con acaroid) of the..6 if e , s,, ,y d ;d Trafftc Er:queer, to rq less than o . t ft t I w uw GC Ritz NOTES; Ai Tari: shown shad mnfom to Uro axiixme secuatz of the eDwmarions eutled 'Stonoao Soee£rstx m State of Ca'damr4 3eoavnent of 7rorzoCrtc6on, Curet E&ixL• '*we drne" is to be cnutnxted for o portion of sderdt oft (Sec:icn A -AI, 3oev* shd be rwwwd on each .side of drrmway for ramp crosMKOon. &kTow preparation snd be amim cted true to gone and cross section, wth co pat n of 9a% to a donrh of 0.`.A fact Concrete for dri,e" shad be Goes 7 (5 soil), and std be • dr, 2 1/2• and 5 1/2^ skrm o hires thick aid with ir¢ht broom funk E.. K .s+an 'pots shad be nstoded as shorn Al eS1T" concrete aim, gutter aid 9devok, a== :ace of any proposed dresu'/ dhai be we art at right mope to low :ns, ,old revered. T arrwar .wan std not ,ofd rrw;mnan ado.onie =red 90% of c m1wad oro0efty 'rontooe. L�i'.eray chensm ce defined on pion sial >e .he bass of s m determnatian. A mninum of 20 feet of tui he4t orb shd sesaate dri ewys, or as spechcdy cpprowd by dw City Engineer. No arksey consinxtim pemrttd n street or in adey rearm !b oardon of the direway or rano is to be on odbmt property trwIor nthout pno .xxwa of Use aty engceer. a orwwoy bcatia:a are aib eat to wpro d ty .grreer. Pzmrt `er e.ay anstruetkn end oe obtained Normal ' 6' Curb - 3' ' Normal CH� t I Opefwv i GHQ I i Normal '— 6 Cur& 6' Normal G H I �2. Opemnq -ldT!^ IH. �pcG elinin "' � I PGG IVCi{C/I L,m%fit t l PLAN PLA N TYPE A CATCH BASiN IN GRADE SAG TYPE A St A I CATCH BASiN ON GRADE A, A -y I ! Clear t._ 6• _� r 3 OpenrngL2 ! NormalI -+2r!- Curb Opening yor-mal Nor+,. zA..- q' 2 4' Normal r 1 CH ! I CH. �CH*O I CH i { I GH+'Q r-� - d Limn �" Limits 1 j Gu/ter ,e9 a s s - Slope break line _ A GO W=4 6' 6'~' -r 6 AJ ryprtol GOO W= e" Typical PLAN PLAN TYPE GO Et GOO INLET IN GRADE SAG TYPE GOL INLET ON GRADE (GO SHOWNI Normo/ lop of Gutt+r F7a«line Curb Normo/ Gu Norma! "Jr 7. •oda .- res _ . ev f .- G y Depression CH 'w•'� _aL Vormat Gutter F/pw/int COMMERCIAL Cwb . � i 2•ri` 12.,1 _ � ! I � ;� = -- 6' Clear 6' ill^•- SH CITY OF BkEFEFIELD Ooenenq a /'!cr T e A Clear rP 5' !-- 3'--- Opening "� PROFILE • 2,471- ryp,- Go "coo GOO INLET TYPE A CATCH SASIN TYPE GO & PROFILE' IN GRADE SAG GRATE INLET AND CATCH BASIN ON GRADE GENERAL NOTES L 0=Gutter Oearession. It shall be 2' far TypeA and AJ catch basins and 3' lou other inlet types unless otherwise shown. CH : Curb Height. CH. •A•0 Limits= Limits of total 'depression in gutter. 4' --=Straight Gradr, Oownwa:d Slope. `I Gutter _ n Round I / r v tf_r direction of f/Ori i So - v 2. Gutter derressions slid/l bw C/ass 19' RLC_ 6' r thick. r y 3 CCO, GO and GOL inlets maj Ibe used with [ O ' �I approval of the City Engineer GOO, GO and — -s W.6'for Typ .� GOO GOL inlets SAO# be constructed, without steps, SECTION A -A in Conformance to State of California, Deportment at Transporrattan Standard Plans 072 3 074 dirt Grates stall be Type 24 in conformance to Standard Plan O 77- d. 4 Details far A.0 pavement. Who» PCC pavement is used, corners Shoil be squared off. em swu.ab - :-et a i,d1 rtairw8l STANDAR& E.G `" GUTTER DFPFESSiOtJS 3J"1. .w.. CITY OF BAKFFSFIELD c ;LIFORNIA S-14 ��� - ..,.r- ENGiNdi:AnN� OEPtRTM1EN-r �. — E,37 1_'1_ TIE R,_ D V! _L QNE� _�-� ---- —- 'til `ER CITY OF BAKERSFIELD 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 OOFESS/pN�l ARTHUR LEE 1IC` t -E + r 10. 231 1 : ii * Exp. 12-3" —93 I',t ��qTF Cl OF CAL aw amxav m\ ad be aamxtd sA ydth a10 fret depth. anon w (SM SwWn A -A and Tates) .� a A..... 3 �r I I I I i u S.1 E_ant I .int n Es.. 6 PLAN Tap d art lap wS„ d iiwd I I r-- i ------------------- ------------------�-------- i tf! = t r t - Gvtt,r 1w sr d O1, ELEVATION ,w eWtath ,nay Ce roduced en sir—ts .:ch niW our ,cath fess :hon e' , :con acaroid) of the..6 if e , s,, ,y d ;d Trafftc Er:queer, to rq less than o . t ft t I w uw GC Ritz NOTES; Ai Tari: shown shad mnfom to Uro axiixme secuatz of the eDwmarions eutled 'Stonoao Soee£rstx m State of Ca'damr4 3eoavnent of 7rorzoCrtc6on, Curet E&ixL• '*we drne" is to be cnutnxted for o portion of sderdt oft (Sec:icn A -AI, 3oev* shd be rwwwd on each .side of drrmway for ramp crosMKOon. &kTow preparation snd be amim cted true to gone and cross section, wth co pat n of 9a% to a donrh of 0.`.A fact Concrete for dri,e" shad be Goes 7 (5 soil), and std be • dr, 2 1/2• and 5 1/2^ skrm o hires thick aid with ir¢ht broom funk E.. K .s+an 'pots shad be nstoded as shorn Al eS1T" concrete aim, gutter aid 9devok, a== :ace of any proposed dresu'/ dhai be we art at right mope to low :ns, ,old revered. T arrwar .wan std not ,ofd rrw;mnan ado.onie =red 90% of c m1wad oro0efty 'rontooe. L�i'.eray chensm ce defined on pion sial >e .he bass of s m determnatian. A mninum of 20 feet of tui he4t orb shd sesaate dri ewys, or as spechcdy cpprowd by dw City Engineer. No arksey consinxtim pemrttd n street or in adey rearm !b oardon of the direway or rano is to be on odbmt property trwIor nthout pno .xxwa of Use aty engceer. a orwwoy bcatia:a are aib eat to wpro d ty .grreer. Pzmrt `er e.ay anstruetkn end oe obtained `om the C;ty Engrtaer poor to construction. Brider for new, remodeled or e:omded bt k as set forth r Ciaoter 12.:fi, Section 12.36 of the - B"sneid r wxmd Cade stud prawde m+arete arrlewey mprMUt6 aaCar*q to this Stonaafd dmwnq. Sunt arireway aoprooufes mal be n enter" or have t her amstn ctfon guoanteed by cash% carried rIe= or coroorate suety pond doomed by the Cly Attonw,, a s canatrn to root a»pro'd and amotanc by the Chief Building km. ector for o=mor y to any buid'ng or praoaty. . Woanurn fi,eray frnensicn may be haeased to 50 feet for 4-1 and Y-2 uses mere wane of semi fin« and traier vommts upon cpprad of tie City Engneer. Concrete shod be tied with a sn t pigmented arhq ar,mrd =nd'>rnq to Sedan 90--7.01 3 or the St.4UQd SJ.lea.-xodxs. Conrocdon test may be rewired ono snag to Ne reooneaiity of to Pamd'ae / De eoper / Appnicot uu "Jr 7. •oda STANDARD 'w•'� _aL COMMERCIAL DRIVEWAY = CITY OF BkEFEFIELD "� CALIFORNLk J`i�°' OiPARTYe7rT b a x�c erwnar or .yrky eM `.�/ rola rerun --ter•- -+-- fat %ac E.ra ✓r-� street a/w '•-=+'•-Fra ✓c � ry col. $laniard C✓t Red Rodiw y a 0 .p It /en Omer. J tM £veered y 1 i Fbr,.w aI wa=r , 6 I I Irl nit« fir 1 �-r t Fra rcrTTEa •n \ fTar.rrr ,f pv>+w••.,2. _ rrowne+d raaw+.r s rmv .7 ¢Mr hider all arwied �' :'.it• d, 'inirrtr I SECTION A -A { STANOARu CROSS GUTTER ALTN ATE SE TION FOR STREET CROSS GUTT ,"/f Won Nov/ Parr eYO"L,aZ I ±3'.uret• f - I ,7oaw S ,ter ' s fist I -i-_== - r-a..•rr all 5oner� t ( � Encs ✓t g�.l ! '-era ✓c ' r { �.bw*v o/ Garver SECTION 9-3 STANOARO CROSS GUTTER FOR ALLEY V twanc i_ RAMP CONC 0.5' :AK ' SOEWAt < Y 8.337.op 4AMP SL sr-r.3EgN ' ALLEY `!ANOICAP RAMP DE7AIL .ENERAL NOTES: -ei '.ork wall confore to the aoolicaoie -c-ions or the specifications entitled ;canaar•d Specifications, State of :al rornfa. Deoartsent of transportation', C'irr-nt edition. Suoarade "oetratiom for crossguttt+r shall confors to the requirements of the :tanaard Soecifications. Cc•ncrete for crossoutter shall be glass '9' and shall _ontorn io the requirements of the standard ioecificationsl Exoan:sion .otnt ,nail �e eonstrxted at every :.ill :r as eirec-ea oy the E.^gireer. STANDARD o, d r96s C wiiq `lam CROSS GUTTERS- CITY UTTERS-CiTY OF BAKERSFIELD � CAL1FOrlNI♦ - r�wn.orr S -17 rnawranerrta I ST - File Name: 69703-132 Job No. 69703 STANDARD DRAWINGS n1/17/91 DRAW CONSTRt__XT_%ON OF CURB AND R. L TABLIT CUTTER OAT V .'.RDE, KERN, FIRST PROJECT ENGINEER SECOND, TJ-,4RZT(�D AND EYE STREETS, DOUG SLATCHFORO AND �� T� 1 ROAD DESIGN ENGINEER Arthur Lee Moore CITY OF -.BAKERSFIELD N08 C A LI1'O RNIA OF E�NU" INEERIN� DEPARTMENT SHEETS <o. 1 I A 7Sr