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HomeMy WebLinkAbout6.1-1742LIST OF DRAWINGS SHEE T 1 TI TL E SHEE T SHEET 2 DEMOLITION PLAN SHEET 3 STREET PLAN & PROFILE SHEET 4 STRIPING PLAN SHEE T 5 ROAD WAY SEC TIONS SHEET 6-7 DETAILS SHEET 8 DRAINAGE BASIN EXCA VA TION BENCHMARK MONUMENT AT THE IN TERSEC TION OF UNION AVENUE AT PLANZ ROAD ELEV. = 375.35 BASIS OF BEARING THE CEN TERL INE OF UNION AVENUE, FROM MONUMENT A T UNION/PLANZ TO THE MONUMEN T A T UNION/WA TTS NORTH 00° 04' 00" EAST WAS USED AS THE BASIS OF BEARING. CITY STANDARDS D-11, D-12, ST -1, ST -14, ST -17, ST -19, T-1, T-2, T-25 STATE STANDARDS A20A, A20D, A24A, A24C, A24D, A88A CONVENTIONAL SYMBOLS CITY OF B AKERS ELD DEPARTMENT OF PUBLIC WORKS STREET,IMPROVEMENTS - PLANZ ROAD WEST OF UN/ON AVE UN/ON AVENUE TO PA UL Y ELEMENTARY STREET LIGHT W/MAST ARM BENCHMARK C.O. Q CLEAN OUT E0- AUTO SCOPE © PRE- EMP TION DEVICE LOCATION MAP NOT TO SCALE T4K224 File Path: K:\LDD—ENGINEERING\2013-2014\T4K224 — Street Improvements Planz Rd west of Union Ave\Drowings File Name: Planz Road.dwg EA SEMEN T — — — EXIST CURB & GUTTER — — -- RIGHT—OF—WAY --------------- EXIST A. C. FL0WLINE W — CEN TERL INE — '�'— — — — '�= — — — —'�' — EXIST EDGE OF PA VEMEN T RAILROAD TRACKS uj n n n GUARD RAIL x CHAIN LINK FENCE PROJECT W✓L L BE CONSTRUCTED BY CITY IMPROVEMENTS CREWS/ANNUAL CON TRA C TORS. UTILITY SYMBOLS EXIST WA TER LINE S EXIST SEWER LINE NO TE: W THE CON TRA C TOR SHALL CONTACT T -F USA L OCA Tn.R .. y ; EXIST GAS LINE SERVICE 1-800-642-2444, 48 H;_ (:i- ..) PRIOR TO SD EXIST STORM DRAIN G EXIST AERIAL E EXIST UNDERGROUND OH LINES PROJECT LENGTH_ POWER LINE ca EXIST UNDERGROUND ; T EXIST UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE rRAU'L 0 M. H M. ROJAS, R.C.E. 39880 EXPIRES DATE 0 MANHOLE �H FIRE HYDRANT . P. . M. POWER POLE O WATER METER W.V. EXI S TING MONUMEN T N WA TER VAL VE G. M. © FU TORE MONUMEN T ® GA S ME TER S. L V S TREE T LIGHT N GAS VALVE STREET LIGHT W/MAST ARM BENCHMARK C.O. Q CLEAN OUT E0- AUTO SCOPE © PRE- EMP TION DEVICE LOCATION MAP NOT TO SCALE T4K224 File Path: K:\LDD—ENGINEERING\2013-2014\T4K224 — Street Improvements Planz Rd west of Union Ave\Drowings File Name: Planz Road.dwg Q�pFESS/pN PUBLIC WORKS DIRECTOR iz-�I tots a DEAN APPROVAL RECOMMENDED BY: Lu C 46803 Q * Exp. 6-30-15 * �' S Z (� A civ� �P ASSISTANT PUBLIC WORKS DIRECTOR DATE CIVIL ENGINEER IV — pESiGN NGINEERING `' DATE CITY RECORD No. TRAFFIC ENGIN RING A4 X.S-. D/ATE STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION A VE NO OF UNION AVENUE TO PAULY ELEMENTARY SCHOOL 8 SHEETS (� 1 2 3 LOSANGELES lQl I� SAN DISCO W UJI uj S TA TE OF CALIFORNIA �. PROJECT W✓L L BE CONSTRUCTED BY CITY Q� CREWS/ANNUAL CON TRA C TORS. Lu NO TE: THE CON TRA C TOR SHALL CONTACT T -F USA L OCA Tn.R .. y ; SERVICE 1-800-642-2444, 48 H;_ (:i- ..) PRIOR TO EXCA VA TION. PROJECT LENGTH_ ca 0. 12 MI ; I. .F. PPl40VEa rRAU'L M. ROJAS, R.C.E. 39880 EXPIRES DATE Q�pFESS/pN PUBLIC WORKS DIRECTOR iz-�I tots a DEAN APPROVAL RECOMMENDED BY: Lu C 46803 Q * Exp. 6-30-15 * �' S Z (� A civ� �P ASSISTANT PUBLIC WORKS DIRECTOR DATE CIVIL ENGINEER IV — pESiGN NGINEERING `' DATE CITY RECORD No. TRAFFIC ENGIN RING A4 X.S-. D/ATE STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION A VE NO OF UNION AVENUE TO PAULY ELEMENTARY SCHOOL 8 SHEETS (� 1 2 3 o, a 0 N c - C) n V) U) a .3 a L 0 0 Q C- 0 C- 0 Cn Q) m N c a n Cn c Q) E Q) 0 a E Q) Q) L Cn I It N Y O N I O N FFr- Li W W Z C� z w I J I, GORE DRIVE L I I -)) J -'N ----------------------- ----------------------- -I -------------- --------- . ....... . ...... . ............ . ...... STA. 12+72.74.... ...... . ..... ° °_.._......_.____....._._..__.......__. STA. 16+20.00 SAWCUT AW T LIMIT SAWCUT LIMIT >I TI E INT 0 ( E NT TI I `�' y: 0 E ° t of ° -4.I =moo .......... N N TH LE G STA.12+17.37-23.36R � •- - - - SAWCUT AP a �;.e„.f;„;°,pe.. <rti •�_..- .,� TIE INTO (E) e P,.. lk. PA UL Y ELEMENTARY �= 8 $ 8 I I PLAN VIEW - PLANZ ROAD 1 ” = 40' DEMOLITION LEGEND Xv GRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A ° . DEPTH OF 0.2'. x . REMOVE EXISTING GRAVEL. CITY OF BAKERSFIELD, CALIFORNIA SAWCUT AND REMOVE FULL DEPTH EXISTING ASPHALT CONCRETE AND PORTLAND CEMENT CONCRETE CURB AND GUTTER IMPROVEMENTS. PUBLIC WORKS DEPARTMENT File Nome: P/onz Road Job No.: T4K224 Date: Feb. 4, 14 Dra wn: SCC Engineer: SCC Checked By JSP IT 4 L J TA.17+U S 57.09-22.81R 7 SAWC T AP 0(� ° 3 T UNION A VENUE TFT I ------ 4-94-00 - .._ _... ....20� I DEMOLITION NOTES ❑REMOVE AND DISPOSE OF ALL EXISTING TREEES AND SHRUBS IN THE RIGHT OF WAY AND AS INDICATED ON THE PLANS. ❑REMOVE AND DISPOSE OF EXISTING CONCRETE INLET STRUCTURE. EXPOSE PIPE TO A DEPTH 3' BELOW GROUND SURFACE. FILL 20' EASTMOST FEET OF EXISTING WESTERLY -RUNNING PIPE WITH CONTROLLED LOW STRENGTH MATERIAL (CLSM), TO BE FIELD VERIFIED BY ENGINEER. ❑REMOVE AND DISPOSE OF 25 LENGTH FEET OF EXISTING CHAIN LINK FENCE WHERE INDICATED ON THE PLANS. ® RELOCATE EXISTING STREET LIGHT WHERE INDICATED ON THE PLANS AND PER CITY STANDARD DETAIL ST -22. WATER VALVE/GATE VALVE TO BE ADJUSTED TO GRADE. WORK TO BE PERFORMED BY "OTHERS". © RELOCATE EXISTING SIGN PER CITY STANDARD DETAIL T-2. [r7Z-]l REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. REMOVAL OF STRIPING SHALL END AT SAWCUT LINE ® REMOVE AND DISPOSE OF EXISTING MISCELLANEOUS CONCRETE DEBRIS. 0 POLES TO BE RELOCATED BY "OTHERS". REGI S TER ED Cl Vlt-, QROF E S S pF-AN R l5 1 w C 1 rT1 INFER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD �P 1509 TRUXTUN AVENUE 9TF CIVIL BAKERSFIELD, CA 93301 OF CA0 REVISIONS No. DA TE DESCRIP TION 271 / / 371 / / 471 / / D EM O L l Tl O lel C/ T Y RECORD No. STREET IMPROVEMENTS - PLA NZ ROAD WEST OF UNION AVE SHEET NO. UNION AVENUE TO PAUL Y ELEMENTARY SCHOOL 2 OF 8 O 1 2 z 0 Q J U Z w n w V W Li 0 J n Ln of 0 N d- 0 T i C) D L n N T a -a -a a 0 ry N a n c a 0 Q) Q c 0 C I- 0 N a n c a� Q) 0 a E I N N / 0 N I 0 N z ry w w z z w I 0 0 J / M IIVJI\IIVV P9 VLlVVL !ll Ll/ l I1/ly Lll\I VL. LLL V. ELEV. 374.06 CASE "CM" ADA RAMP SEE DETAIL A, PAGE 5 PLAN VIEW - PLANZ ROAD - STA 9-#-50 TO 20-00 1 " = 40' RELOCATION 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROF/LE VIEW - PLANZ ROAD HORIZ : 1" = 40' X—SECTION 12+72.74 PROFILE 2b' AC 376 65.9' SAWCUT LIMIT TR4NSITION _.;._.MATCH . (E�..,._._..... ,,,, _ ,.__ __.. -W1 I,D T 376 1;14% ' 372 372 0+00 1+00 X—SECTION 13+12.74 2 PROFILE 376 }376 2.07 I - - i 372 372 0+00 1+00 X—SECTION VERT: 1"=2' 13+50.00 PROFILE 0+00 1+00 X—SECTION 14+00.00 PROFILE 0+00 1+00 UNION AVENUE X—SECTION 15+00.0 PROFILE 0+00 1+00 X—SECTION 15+50.00 PROFILE 0+00 1+00 Q�pFESS pEAN REGISTERED Cl GINEER Of C 46803 yt Exp.6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE �F A�qTF - cp& p�� BAKERSFIELD, CA 93301ff �F Fv..e v.,... � ..ve+- i 371 wj CONSTRUCTION NOTES CONTRACTOR SHALL INSTALL ROADSIDE SIGNS WHERE SHOWN ON THE PLANS. SEE DETAIL T-2. 0 EXISTING POLES TO BE REL OCA TED BY "OTHERS". X—SECTION 15+80.00 PROFILE 1+00 X—SECTION 16+20.00 PROFILE 376 372 CROSS SECT/ONS - PLANZ ROAD HORIZ : 1" = 20' _ '� VERT: 1 = 4 PLAN AND PROFILE File Name.'Planz Road Drawn: SCC STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION AVE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K224 Engineer: SCC Date: Feb. 4, 14 Checked By. pp UNION AVENUE TO PAULY ELEMENTARY 3 OF 8 LEGEND £,•, •• : ••••' i i PAVE 0.3' AC OVER 0.45' AGGREGATE BASE, SEE ROADWAY SECTIONS, SHEET 5. i PAVE .2' ASPHALT CONCRETE OVERLAY, SEE ROADWAY SECTIONS, SHEET 5. " CONSTRUCT 4" COMBINATION SIDEWALK/ADA CURB RAMP 5.5' WIDE, SEE ROADWAY k' SECTION, SHEET 5. F} , C.4x.•, `LTi".-;sv;1 '`'` i 6" CURB & GUTTER/CROSS GUTTER/RETAINING CURB, SEE ROADWAY SECTIONS, SHEET 5. 6" DRIVEWAY APPROACH, SEE ROADWAY SECTIONS, SHEET 5. X—SECTION 15+80.00 PROFILE 1+00 X—SECTION 16+20.00 PROFILE 376 372 CROSS SECT/ONS - PLANZ ROAD HORIZ : 1" = 20' _ '� VERT: 1 = 4 PLAN AND PROFILE File Name.'Planz Road Drawn: SCC STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION AVE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T4K224 Engineer: SCC Date: Feb. 4, 14 Checked By. pp UNION AVENUE TO PAULY ELEMENTARY 3 OF 8 z O a J U z W W W cn 52 m W O J n I I n O O d- O N -47 O L O C) N W T 0 u� O O W N c 0 n / U) C i / Q C O v - O cn N 7D CY N C C) d co N E Q) O i 0- E E N Q) L I N N Y I— O N I O N / C� Z_ ry W W z z W I J / M O 1 2 z O F— Q J O z w n w 1— m 0 Li F -- O J Ii 75 n r- 0 N O N �r O a n 0 LL - 7D 7D 0 O m N a / 0 0 a� Q c 0 0 cn Q) m N c 0 n cn c a� Q) c CIE Q) 0 Cn I N N Y d- F - d' 0 N I N / CD z L-1 LL -1 z z w I J / — CASE "CM" ADA RAMP PER CALTRANS STANDARD PLAN A88B ADIUS=20' ATCH EXISTING A A RAMP M" A CASE C D PER CALTRANS STANDARD PLAN A888 PLAN PROFILE PLANZ ROAD rA­' CROSS GUTTER DETAIL 5 NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA q..'H I I ......................... c% ,RZ • d 8'° 1 d' =iF�iYiSI=i b� `.. F 1•IEXISTING IRON• `I O...:..... ............. T N WROUGHT F G OU FENCE ° h a , 2% r3srftttE`:^::r;;.,iF:'i�zi€".ifEEsF`3'!:::,'��a€; �•1 ..SS"sr.::.::,:: �.:........,.;..:z '`��. .I 3 m i 11 I �• �� 4 =.�iiiiii�iii= .•;. ; e' 17xv ' Z •' ::::: 1::::;::;__:%;�°'• MATCH EXISTING AT ROW ............i .:... . 9Y 'n7 I`{ 2% EXISTING IRON WROUGHT FENCE c a ""T F , r F ;_=€€�•i?•r=;gs;;,Frr.•rr.: •r•.•• E€E:a:: ;a;�°iri?3?•�:.; �' i €=€3`.`ss`iss,s .:,;:: __ .. 3ils,f.F"................................,� •I R/W PLAN ±22.5' E. G. NEW F.G. �7 2.0%'� �� \. III 10' --►; � II II (E) IRON Lj-II WROUGHT I FENCE II II . Il \ III 2.0% ON PROFILE MATCH EXISTING AT ROW PUBLIC WORKS DEPARTMENT OGRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20 FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1 OCONSTRUCT 6" THICK AND 6' WIDE CONCRETE CROSS GUTTER OVER NATIVE COMPACTED 95% PER CITY OF BAKERSFIELD STANDARD S-17. ® CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OSAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. INSTALL 0.30' OF TYPE "A" HOT MIX ASPHALT OVER 0.45' CLASS II AGGREGATE BASE OVER 1.0' COMPACTED NATIVE MATERIAL TO 95% RELATIVE COMPACTION. ©GRADE AWAY 4' WIDE FROM BACK OF SIDEWALK, TO MATCH (E) GRADE AT RIGHT OF WAY. COMPACT NATIVE SOIL TO A 90% RELATIVE COMPACTION. OCONSTRUCT ADA COMPLIANT COMMERCIAL DRIVE APPROACH PER C.O.B. STD ST -4, WITH 5% WING SLOPE. 55' 20' O W 1 *SLOPE VARIES FOR ST! SLOPE = 2.0% FOR ST QROFESS/ON OF -AN R q� Cl) Z��O 9�•�i �� REGISTERED �L1/_lL NGINEER C 46803 y� Exp.6-30-15 CITY OF BAKERSFIELD q C1501 CAV 9330 / ENUETF Or- BAKERSFIELD, REVISIONS No. DA TE DESCR/P TION 1 / / 2 / / 55' qI� II II J I I N o IR (E) 0 I WROUGHT OUG T I FENC E I E.G. NEW F.G. 4 I 2 II y°^ MATCH EXISTING AT ROW 400 /� { toff 55 11 1� 45 t f 22.5'Ld 1' II �w II loan a_: IV z = OLu �a w; II SEI ON T G. E 0 E D II , -2 F. G. II I 2 I T— Jill III I 6 5 PLANZ ROAD ("—D ROADWAY SECT/ON 5 STA. 16+20.00 TO 17+55.83 NOT TO SCALE ROADWAY S E C T I O N S CIT Y RECORD No. File Name* Planz Rood Dra wn: SCC S TREET IMPRO VEMENTS - PLANZ ROAD WES T OF UNION A VE SHEE T NO. Job No.: T4K224 En gin eer: SCC Date: Feb. 4, 14 Checked By. pp UNION AVENUE TO PAUL Y ELEMENTARY SCHOOL 5 OF 8 0 1 2 'a L / d - O (N LciN Q_ Q 0 t.� I..L T3 V 0 0 m N cl/ .3 L 0 / Q c 0 0 D 4- 0 a� ry N 0 n c a� 0 Q_ E 0 L cn I N N Y 0 N I 0 N / c) z Of w w z z w I J / a a c; a w _z J U a V) Lill CASE "CM" ADA RAMP PER CALTRANS STANDARD PLAN A88B ADIUS=20' MATCH EXISTING f CASE CM ADA RAMP i PER CALTRANS STANDARD PLAN A88B PLAN PROFILE ±10' PLANZ ROAD CROSS GUTTER DETAIL 5 NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA ,,, s3., ss•.•:;x?xxx ffl :.. ?€.a''."�,�.� .�`��&:€€: � H!~:::>`: ss:\x:...liiiii€"s .€FF',",i: ::��" xal • , EE iiEde?;:..'xSii?'(;'`ii�fbsm <i?? i,�.u:��`xx:=i;��'i is'5€:E:::�,:. :::::: 'n.a,i�:`:•:d•`.:e:xp t" .I �:::.::::5,5•^`:i :?sf:i;F'x,;�ir .s ........ :.. ..�»:,,^� ...,,`: ,..::....::6:5,..; •xx,.,.. .s� a• ,, 3i'\e-\\ aiF£i+_::"�'b:::>:;ss"s�s�s�,.,.�.,'xi'e'.�"..�.,.5e. €€.£. i€€:'eF' ,•�• L,".�..''x�::::••u x €:::::C�:c::; a~, :ii., s:s;: �':::33i.EF<��::::: max., xx:.`. "<`" s��a a' 0),I EXISTING IRON WROUGHT FENCE i ,,,.....?xx••.,xriiF :::'i::.tis:iix::x„ .::: x:. 6x i,_:.:. ., ' 27 -NE xxx ....:... :..:.. x..•.::::^xxx ,. M s,.:. :: �.z:=nx.:,�¢""x''.!! <77.x�'�C„=i€€'i%%:':Ei'i?ri°� �;�� , `�`:`,`^.'.issF: ` �V,tio!Ei:,;;i^� ;5'SES:;';",��"::;>'�'s£si?r�x€:::.,§s�`sxxxxii••s:r:>::::ax.��'� I ° ,.::„r,::::::F,xTtiii'.`.:%5'r',5�'."xe1'.'`�x�i'x�c;>i;,, IFci4iit%lis'%:`.�^ii€€Fs€if!�.•'.;iiiii€'ii:c✓iEia�'.'�'.�.'`e.`,':x17`•'s.g� •1 I � 4, €SIiF RfrJ\�ecai F , Y < mzm MATCH EXISTING .3 .. x;:;5:xxx "xxxx,i `�65.f55.;x:.xxx AT ROW •I €h �:=�::�::€€;:::iiia:,:::::€€ y.�x�; _:�€::: • �� , " ... ,: yssss .a,ax:xxx is �sxxx„ •,iai::.:a.., �:., -�, r,:: ,. .. ".......... .......€iia' . :fin (�:;; ass: ssa., ::,,xu ';:,� "•s:: iixx�3 t;"�:::€��n:`:::.`x `:'.,�.�.., � .•.�— f � �,s w fix:•:\..s...: `:ii��;, ... .iilssl"€i€i''6ss•.: s%:€i€`2�;6fi:!'%€,::. `�;« ` ,,....,xxx.: .s:',.. .,.,_.... � '....... , EXISTING IRO N � i`�x:::,.;x' •vel ,6 i€666is, RFs,. �� � , .�•. «: ZE WROUGHT FENCE . Psi. ..x.i�,'„...`.• "" "'��€€?t &' . �::s:::::_;s^' i,: �. � 's; iiiF3•,s::::.5>,€6i; €F<Fs- of Y ' .... ":.,G....,... ..�,e..w".,:.:,. ;..max :,,... ............�w��i':..„, `i�:.....xss;xai:xF<:Fgx;,•.,:M " �a�'.,.:'::s:;�\�:::.,.,�.. ............. ,..... ..::::::::......�' S.,Sxrxxx,�xxx"" •5, »x,xiiiiF..S,..�5.5,.. ,. ,,...k"M�:...e:.,_�".��xxx iiii`..55,�� �:l�i rlU:r.555: ;,xxxxi>,x,xaii ,s xiii65.:.: i.8• h � � x xx F....9 €i€s:3•ii SS:: ;;i:2 x:r •h ; :ii, .. �,.;. > ...:...... ..........5»,"xx;;i;_.�.,..,:-amu. ..::.......,r ` J€FFFs.:; ii.... �rs�::i:i.' �: i3€iii ii€x•s:l6ti;:� i€€€3"s"s�;j;':'s: � s',; . `ix€�i5`s a:\\�..��cs.$€F.�iE:Exxx�a3i.'sE>;xata��'S:a�cv�.' ° � • 6 R/W .. PLAN III II �' II II II (E) IRON II WROUGHT ' I FENCE 0 II II 6 II III L MATCH EXISTING AT ROW PLANZ ROAD rc_� DRIVEWAY DETAIL 5 NOT TO SCALE I PUBLIC WORKS DEPARTMENT OGRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A MINIMUM DEPTH OF 0.20 FEET AND CAP WITH 0.20 FEET TYPE "A" HOT MIX ASPHALT. OCONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1 OCONSTRUCT 6" THICK AND 6' WIDE CONCRETE CROSS GUTTER OVER NATIVE COMPACTED 95% PER CITY OF BAKERSFIELD STANDARD S-17. ® CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. OSAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. INSTALL 0.30' OF TYPE "A" HOT MIX ASPHALT OVER 0.45' CLASS II AGGREGATE BASE OVER 1.0' COMPACTED NATIVE MATERIAL TO 95% RELATIVE COMPACTION. GRADE WAY 4' WIDE FROM BACK OF S AD GHT OF WA COM CT 90 RELATIVE COMPACTION. OCONSTRUCT ADA COMPLIANT COMMERCIAL DRIVE APPROACH PER C.O.B. STD ST -4, WITH 5% WING SLOPE AND PEDESTRIAN PATH ACROSS THE BACK 3' PORTION, AS INDICATED ON THE DETAIL. n 55' 20' aj O w; w: NEW F.G. G 25' 5 ±22.5' > aIcn N O z U 0-10 U U E.G. *SLOPE VARIES FOR STA. 12+72.74 TO 13+12.74& 15+80.00 TO 16+20.00. 6 20.00. SLOPE = 2.0% FOR STA. 13+12.74 TO 15+80.00. PLANZ ROAD B ROADWAY SECT/ON 5 J STA. 12+72.74 TO 16+20.00 55' I t—. 45' ; II ±22.5' II i> Z a; w w II a 0; II N O = W z� II �-1 (E) IRON Iv v Z' ; II WROUGHT E.G. I FENCE D II �; II 4 II .F. G. 2 III RFs 55' 45' a w W QRpFESS/ON pEAN � Q REGI S T R D �I VI L E GINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/Vl\- BAKERSFIELD, CA 93,301 OF CAO REVISIONS No. DA TE DESCRIP TION 2 / / 3 / / '+ 1_ MINI— II 'II II 0 (E) IRON WROUGHT I FENCE II E. G. II ,II NEW F.G. 4 II *STRAIGHT GRADE 2 II V q R SFS NOT TO SCALE 'i MATCH EXISTING AT ROW 6 PLANZ ROAD rD_" ROADWAY SECT/ON 5 STA. 16+20.00 TO 17+55.83 NOT TO SCALE V Vc� s File Nome: Plant Road Dra wn: SCC 1 SOA DWA Y S ECTIONS r7TY RECORD No. Job No.: T4K224 Engineer: SCC STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION AVE SHEE T NO. Date: Apr. 25, 14 Checked By UNION AVENUE TO PAULY ELEMENTARY SCHOOL 5 OF 8 0 1 2 3 H Standard curb return radius shall be 10' (6° 1m) min. on local streets and 30' (9.1m) min. on all orlerids and collectors or locals of intersections with ateriols or collectors or as directed by the City Engineer. Curb & Gutter / Expansion : Weakened * * .4. • :�• @" 154.6m Max. between pants Right-ol--way Ex J01 Romps and Driveway shall be constructed lull width to the Right -of --Way line or 10' (3.0m), whichever is less (See Section A -A and notes) *ASI' /17- ) 11- / 96' /O r1.,, 1 u:., e F _ €- 16 A " ®_I I I ' • 20' (6. lm) x 20' (6. lm) chomler A m - • 1- ' 1- I �� J_ 1.5'(40mm) 1I lig o '4 / w/exception /a signal locations see Std. T-3.� Gutter PLAN w I � SOC LO' (0.3m) OC Im - W s Closs B" P.C. (n IM ' 3' (0.91m) Mk. Combination Sidewalk Variable Top Edge o/ Drive Approach Top of Curb concrete 0 lulure 50'(l.Sm)Ma.20(50rrm) Min. 20(5OnmJ Min. signalized 20' 4-7r" To_- k7terseclron (0. 6m) � 10(25m) Min. 10" (25m) Min.20(50mm) Min. 11 60• 6X Max Curb Face 4n 2X Min. Gutter Flow Cine 6.0' or 8.0' � o I (015m) 2X 2X Bottom of Curb ELEVA TION 0.5" (15mm) (0.15m or 0.2m) �-- T NO TES.• CO w I& ° I} `� OJ 1. Installation o/ fencing and gotes shall be in accordance with10' (3.Orrn) Min. Vi N a - u u u H the requirements of Section 80-4 o/ the Standard Specl6colion4LT r 1. 4°0" 6.0" R/W Line or y 625" (40mmJ I Slate o/ California,Cali/arnioDeportment o/ Tionspartotion• , approved Slope: 0.25" (5mm) H K 1 current edition (100Mm) (O.15m) per 12" (300mm) 10' (J. Om) Min. `. m "e A 0.5 (15mm) ' ffi 2 A 9.0' x 12' (0.22m x 0.3m) concrete curb shall be con- P. on- * 45' (l.4mJ Minanum an all lord streets structed under all fences within cit ks A 9.0' 0.22m : 6.0" (0.15m) x 6.0" (0.15m) 6.0" (0.15m) Min. I P.C.C. wing wall y Pa• ( J Variable 5.5' (1.7mJ Minanum on all arleriols, cd/ector� schod� - J10 x X10 EWWbf***: thick x /1' (03m) wide curb shall be used in either case O.D. headwall hospitals, commercial, induslrio% a as directed by the A 1.5" (46nm) clearance between the curbing and fabric 2 - 4 Rebar Full Width of Drive"" feet To hove a clearance of 2.0' shall be used. City Engineer. / TYPICAL DETAIL A T Vorioble 6°0' (1.&n) Minimum on meandering sidewalk SECTION A -A (50mm) from bottom of concrete. CVERT ENOWA S ed UL LL h h DC * Upon approval of the City Engineer, maximum driveway dimension may be 1.0" (25mm) Score Joint at centerline of drive a shall be Finished to grade and cross section with o 1l0ol, shall occompony actual work. 4.5" (0. ilm) !0 4. Caner posts shall be installed of all angles in fence line NO TES: anion NO TES: increased to 50' (15m) for M-1 and M-2 r 7 CL ofde P h excess o/ 10' )t 8 Sidewalks shot/ be scored to o minimum depth of 0.125 (5mm) directed by the City Engineer. uses where high volume of semitruck ** For use with 8.0" (0.2m) curb 00mm) Expansion 5 End, 4.10 */ FT. (6.1 k9/m) and trailer warrants *** For use with 6.0" (0.15m) curb DATE STANDSTANDARD 6/2/99 ARD Joint exceed 60X of commercial property /ronfoge. Drive - dimension defined corner, and gote posts shat/ be braced to the nearest State of Cailanio, Deportment o/ Transportation , (5.4 k ) State of California, Department of Transportation , O �X�` �� X, / / line post with galvanized diogonol or horizontal braces used as compression members and galvanized 0.375" (lOmm) sleet opproved current edition. 9. New sidewalk construction in blocks with existing approved current edition. PP rfj�\�i. See right 34' (lam) Max. ** Ramp4.0' (1.2m) �= sidewalk shot/ conform in dimension and location to !hose le place, ar as directed by the City Engineer. for dims r. 36' (llm) Max. *** SECTION 3.0' (0.9m) _ €- 16 A " ®_I I I ' • 20' (6. lm) x 20' (6. lm) chomler A m - • 1- ' 1- I �� J_ 1.5'(40mm) 1I lig o '4 / w/exception /a signal locations see Std. T-3.� Gutter PLAN w I � SOC LO' (0.3m) OC Im - W s Closs B" P.C. (n IM ' 3' (0.91m) Mk. Combination Sidewalk Variable Top Edge o/ Drive Approach Top of Curb concrete 0 lulure 50'(l.Sm)Ma.20(50rrm) Min. 20(5OnmJ Min. signalized 20' 4-7r" To_- k7terseclron (0. 6m) � 10(25m) Min. 10" (25m) Min.20(50mm) Min. 11 60• 6X Max Curb Face 4n 2X Min. Gutter Flow Cine 6.0' or 8.0' � o I (015m) 2X 2X Bottom of Curb ELEVA TION 0.5" (15mm) (0.15m or 0.2m) �-- T NO TES.• CO w I& ° I} `� OJ 1. Installation o/ fencing and gotes shall be in accordance with10' (3.Orrn) Min. Vi N a - u u u H the requirements of Section 80-4 o/ the Standard Specl6colion4LT r 1. 4°0" 6.0" R/W Line or y 625" (40mmJ I Slate o/ California,Cali/arnioDeportment o/ Tionspartotion• , approved Slope: 0.25" (5mm) H K 1 current edition (100Mm) (O.15m) per 12" (300mm) 10' (J. Om) Min. `. m "e A 0.5 (15mm) ' ffi 2 A 9.0' x 12' (0.22m x 0.3m) concrete curb shall be con- P. on- * 45' (l.4mJ Minanum an all lord streets structed under all fences within cit ks A 9.0' 0.22m : 6.0" (0.15m) x 6.0" (0.15m) 6.0" (0.15m) Min. I P.C.C. wing wall y Pa• ( J Variable 5.5' (1.7mJ Minanum on all arleriols, cd/ector� schod� - J10 x X10 EWWbf***: thick x /1' (03m) wide curb shall be used in either case O.D. headwall hospitals, commercial, induslrio% a as directed by the A 1.5" (46nm) clearance between the curbing and fabric 2 - 4 Rebar Full Width of Drive"" feet To hove a clearance of 2.0' shall be used. City Engineer. / TYPICAL DETAIL A T Vorioble 6°0' (1.&n) Minimum on meandering sidewalk SECTION A -A (50mm) from bottom of concrete. CVERT ENOWA S ed UL LL 3 See standard 0-13 for concrete notes DC 6' 1.8 m DL a shall be Finished to grade and cross section with o 1l0ol, shall occompony actual work. 4.5" (0. ilm) !0 4. Caner posts shall be installed of all angles in fence line NO TES: OR CENTER NO TES: Ln O 1.5" CL ofde P h excess o/ 10' 1. Act work shall conform to the opplicoble sec/ions o/ the specifications entitled 'Standard SpecrcolionA 8 Sidewalks shot/ be scored to o minimum depth of 0.125 (5mm) directed by the City Engineer. f. All work shown shall conform to the o licable sections pp of the specifications entitled "Standard Specifications, 2-1/4' x 1-7/8' 00mm) (5.7 x 1.9 cm) 5 End, 4.10 */ FT. (6.1 k9/m) unless otherwise 2-3/8' O.D. GALV. PIPE DATE STANDSTANDARD 6/2/99 ARD (6 cm) exceed 60X of commercial property /ronfoge. Drive - dimension defined corner, and gote posts shat/ be braced to the nearest State of Cailanio, Deportment o/ Transportation , (5.4 k ) State of California, Department of Transportation , O �X�` �� X, / / line post with galvanized diogonol or horizontal braces used as compression members and galvanized 0.375" (lOmm) sleet opproved current edition. 9. New sidewalk construction in blocks with existing approved current edition. PP rfj�\�i. Permission of the City Engineer. 50mmJ Max. truss rods with turnbuckles or truss tightener used as tension 2 Sub ode 9)' preparation shall be constructed True to sidewalk shot/ conform in dimension and location to !hose le place, ar as directed by the City Engineer. 2. Where drivewo is to be constructed for o portion of y • d SECTION A -A members grade and cross seclkvn with compaction o/ 90X to a sidewalk width (Section A -A), sidewalk shall be removed 6. Fabric shot/ be fastened to Bole post, terminal post, or corner depth of 0.5' (0.15m). 10. Existing sidewalk shot/ be sowcul and removed at 1h &-.1 l• 1 6 d !h / t on each side of driveway /or romp construction. Subgrade preparation shall be constructed true to grade and cross Mo O a 0 0 T) (n L FENCING TABLE H HEIGHT 1 DC 6' 1.8 m DL S-0" .9 m shall be Finished to grade and cross section with o 1l0ol, shall occompony actual work. 2'-6" .76 m TERMINAL POST 2-7/8. O.D. GALV. PIPE OR CENTER (7.3 cm) POST 5.79 */ FT. O (8.6 kg/m) l° H COLUMN 13 Transitions in sidewalk ton must be opprowd by 5 Concrete shall be cured with o while -pi mented curing the City Engi►eek: 2-1/4' x 1-7/8' cross section with campoclTon o/ 90X to o depth o/ 0.5' (0.15m). (5.7 x 1.9 cm) LINE POST 4.10 */ FT. (6.1 k9/m) Standard Specificotions FILENAME: ST-8REV 2-3/8' O.D. GALV. PIPE DATE STANDSTANDARD 6/2/99 ARD (6 cm) exceed 60X of commercial property /ronfoge. Drive - dimension defined 3.65 */ FT. DRAWN JCU untervds and exponsim pants of 60' (183m) intervals (5.4 k ) CHECKED M. SHA 9 GUAGE, 2 INCH (5 cm) MESH, of such determination. GALV. AFTER WEAVING, and at the end o/ curb returns COMBINATION M. SHAW SCALE KNUCKLED TOP AND BOTTOM FENCE FABRIC 9 GUAGE, 1-3/4 INCH (44 cm) Permission of the City Engineer. TENNIS FENCE MESH, GALV. SHEET ND.T 7. Expansion pint filer material shall consist of APPROVED AFTER WEAVING. KNUCKLED TOP CITY OF BAKERSFIELD D-12 AND BOTTOM REDWOOD 2-3/16' x 1/4' SLATS (3 x .635 cm) post with 0.25" x 0.75" 5mm x 2ftm stretcher bar bonds P ( ) a is scoring one o a elan e p ono pm . 3 Concrete shall be Goss *A* and shall hove o slump section, with compaction o/ 95X to a depth o/ 6.0' (0.15m). at 80' (0.2m) on caner. between 2.5' (65mm) and 55 (140hnmf. the surface It A permit for sidewalk construction and reconstruction pavement shall be sowcu! o minimum of 20' train6. 7. Ferric shall be /ostebed to line post, lost runner, and bottom shall be Finished to grade and cross section with o 1l0ol, shall occompony actual work. 3. Concrete for driveways shall be Class A: and shall be within 2.5" (65mm) and 4.5' (O.11m) slump, tension wires with fabric bonds spoced opprox. 14" (0.36m) ,part. troweled smooth, and Finished with o broom. 12. Any variance in Finish, colo, or materia from standard 6.0' (0.15m) thick and with light broom finish. 8 Fabric shall conform to ASTM A-392, pons L 4 Concrete shall conloan no additives unless prior opprovd wil require oppro►d from the odWsory ogmcy. 4. Ex anion ints shall be installed as shown. P O is obtained from the City Engineer l° 9. Subgrade preparation shall be constructed true /o grade and 13 Transitions in sidewalk ton must be opprowd by 5 Concrete shall be cured with o while -pi mented curing the City Engi►eek: s All existing concrete curb, gullet, and sidewalk cross section with campoclTon o/ 90X to o depth o/ 0.5' (0.15m). compound complying to Section 90-7.018 o/ the shall be sow cut of o right ong/e to the flow line. FILENAME: D-12REV Standard Specificotions FILENAME: ST-8REV 6 Total maximum allowable driveway width shall not DATE STANDSTANDARD 6/2/99 ARD STANDARD °A'� 6/2/99 6. Weakened Plane Joints shall be installed of 15' (4.6m) exceed 60X of commercial property /ronfoge. Drive - dimension defined GLR DRAWN JCU untervds and exponsim pants of 60' (183m) intervals way as on plan shall be the basis CHECKED M. SHA Expansion pints shall be located_ each side of o structure CHECKED of such determination. CHAIN-LINK FENCE SCALE N.T.S. and at the end o/ curb returns COMBINATION M. SHAW SCALE 7. Use o/ Type B" drive approach is only allowed by SHEET NO. S SIDEWALK Permission of the City Engineer. APPROVED SHEET ND.T 7. Expansion pint filer material shall consist of APPROVED APPROVED CITY OF BAKERSFIELD D-12 pie formed strips of o durable, resiient compound. CITY OF BAKERSFIELD ST -8 I 8. Permit for driveway construction shall accompany CALIFORNIA CALIFORNIA actual works CITY ENGINEER PUBLIC WORKS d DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT O 2.0"1.5" R = 0.5' OFFSET SICK TO LOT LINE I €€ € R = 0.5' CLOSEST TO ALIGNMENT OF LOT LINEI N R=0.5" CENTERLINE OF INTERSECTING STREET I " i3 I ' € ; ALTERNATE L0CAHaV TO BE 0 A -6.0' 24' 6.0" 24' PRO°£RTY LINE I ) I< i 11 USED WHEN THE SIDEWALK .+... .............I - ,............... w°moi/ I 1 , �.. R = 0.5' ti N------__ _ TO�THE PRO°ERTY LINE, NDS FROU ME B _ CZ) It x�' * ----------------r--------- ----------+------------- PARTTCULARLYIN COIIMERaAL AREAS A MIN/MUM OF `_. ._._. ®' • h a p " . e - _.____ I �,° "�. m 4'(1.2m) CLEARANCE IS a: RfOt/IRED FRONT BACK AF SIDEWALK TO EDGE OF O ; ;; „ , PROPER SIGN POST. N N N N 1 '� T�E 1 3i #� Q TYPE A TYPE B LINE 9. A minimum of 22' (6.1m) 01 full height curb shall separate driveways, except as noted on Traffic Standard T-20, or as approved by the City Engineer. 10. No driveway construction is permitted fn the street or in alley returns. 11. No portion of the driveway or romp is to be on adjacent property frontage without proir approval of the City Engineer. 12. All driveway locations ore subject to opproval by the City Engineer. 13 Concrete shall contain no additives unless prior approval is obtained rom the City Engineer, 14. Concrete shall be cured with a white pigimented curing compound complying to Section 90-7.018 of the Standard Specifications FILENAME: ST-4REV DATE STANDARD DRAM R'M+C2 COMMERCIAL DRIVE CHECKED APPROACH M. SHAH SCALE TYPE "B" N.T.S. SHEET N0. CITY OF BAKERSFIELD ST -4 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT WHEN PLACED IN EXISTING SIDEWALK, S10EWAtK SHALL BE CORE DRILLED. TYPE B.SS 2" (Stan) GAL VAN/ZED STEEL PIPE AS PER AMERICAN FENCE CO. R = 0.5TYPICAL LOCATION PLAN FOR INSTALLATION 10' Radius 24" OF STREET SIGN POSTS I o E 6" (15Onm) O R = 0.5' iV �,, R - 05' 2'0 BACK OF SIDEWALK (0.6m) + orid AVE t=y �2 �:' 6'x%q 0 CCOh►m x 1immJ RAD a? Bar Q @ A^ S • o $$ ' ' x' E -`v •� 18'(45Amm) CONCRETE '.• " :*• " g N ` CLASS B'P.C.C. R100041 N 12' *GU T TER 24• • DIREC710V ARROW OPTIONAL -►� •� 8 (200mm) MIN b *Gutter only allowed where opproved by City Engineer. (0. 6 in) " CL 24' DETAIL OF SIGN PLATE (n 90V PATE VANDAL /'ROOF TYPE "CFASTENER NOTES E N 96NS PRONGED SMALL BE ACCOMPANIED BY A C£RAFICAIE TO 5WOW CAIIPLIANCE TO CITY STANDARD. SIZE OF SIGN PANELS SHALL BE ASSUMED AS STANDARD DENOTED /N THE NO TES: 901V PLATES TO BE MADE OF 0.115' (J..1&nm) ALUMINUM PLATE, CUT TO 0 D/MEN906 sffdFIED. CAL TRANS TRAFFIC MANUALS UNLESS OTHER SIZE /S SPECIFIED ELSEWHERE. 0_ 1. All work shall conform to the opplicab/e sections of 10. Weakened plane pints or cold pints shall be constructed PLATES -HALL HAVE ENGINEERING GRADE FULL YREFLECTORIZED FIN/9H, GREEN the Standard Specifcotions, Stale of Colifornio, Deportment of 15' anlerw/s Expansion plots shall be of each BACKGROUND W1H SILVER COPY AN BOTH 90ES or as approved by the City of Transportation" approved current edition, and the side of structures and of ends of curb returns Engineer. following general notes FORMAT SHALL BE HAWK/NS-HANK/NS CO., INC SII -C12 OR PR/OP APPROVED 11. Type B" curb and gutter is required on all types of EOUAL IN WR11TNG. Sll,7V PANEL REFLECTIVITY GRADES L 2. 5ubgrode preporol)oa for Type A , B , and C curbs streets unless another is expressly permitted by the ` SIGNS FAdNG TRAFFIC ON LOCAL AND LOCAL COLLECTOR STREETS SHALL BE (� anal gutters shall be consirucled /rue to grade and cross City Engineer. STANDARD SIZE AS SHOWN. 96NS FAC W TRAFFIC ONARTERIAL AND section with compaction of 9OX to a depth at 6.0' CQ!(ECI -HALL BE METRO SIZE (30 76.2cm) x 8, (20.3em NTH STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE 5 (12.7cmJ) CAPS below the subgrode. /2. Type 'A' curb and gutter is permitted only where M�HOpUjNTS FOR PLATES SHALL Bf AWK/NS-HA WS(iVW CO., INC VANDAL -PROOF opproved or required by the City Engineer. Y/4FF VP 90' CROS l CE V14F-AQ� VP -l05 (O AND PIPE CAP N 3. Concrete /a curb and gutter shot/ be Class 3 DIF CAST ALUMINUM V14F (HD)M-107 0 TO FIT A 2 (51cm) /u0 PIP£ OR APPROVED EOUAL. cv and sholl be within 2.5' to 5.5" slump. 13 Type C' curb moy be permitted by the City Engineer WW OCKET HEADSET G INSTALL TWO 5 16"x3 1/2" (7.9mmx889rnm) BOL 75 THROUGH PIPE CAP AND only in Moble Home Parks, and R -S -25A (Residential '�'T£N PIPE. PEEN END AF BOIL SO NUT IS TAMPER -PROOF 4. Timber lams shall be surfaced on the on the side p/aced Suburban Two-And-Ohe-Holl Acre Minanum Lot Sze) Zane:� Q/ DE9CN VANDAL -PROOF FASTENER V14F-(HDjVP-12PT KNURLED HEAD, IIoww ficaa /LFNTS next to the concrete and shall not be less than L5" 1 2 �2 M_9, NOMINAL OR PRIOR APPROVED fOUAL SHALL BE USED. It thick offer being surfaced. 14. Permit for curb and gutter construction shall accompany ® FAR DETAILS OF SGV POST MOl/NANa S£f CITY STANDARD T-2 actual work. SIGN PANELS SHALL BE MOUNTED WTH HAWK/NS M2G SERIES BOL T AND c� 5 Top and face shall be troweled smooth, then given a VANDAL PROOF NUT ASSEM& Y OR APPROVED EQUAL. SIGNS MOUNTED I rn /lin br sh Fn sh � - DETAIL OF FITTINGS FOR PIPE MOUNTINGS CITY OF BAKERSFIELD, CALIFORNIA ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WTH STAINLESS S7EEC STRAPS AND HAWK/NS M2G SERIES BOL T AND VANDAL PROOF NUT ASSEUR Y OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOL T MORE THAN 1/16" (1.5mm). TOP OF POST /S TO BE BELOW TOP OF SIGN PANEL BY NO MORE THAN 1.5" (3°8 cm). o e u T k 15. When constructing new curb and gutter, the existing pavement shall be sowcu! o minimum of 20' train6. O Mere existing curb and gutters ore to be replaced, new the lip of the gutter or as directed by the City Engineer. (� construction shall match existing construction unless otherwise CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT / directed by the City Engineer. O z 7. Concrete shall contain no additives unless prior approval is obloined from the City Engineer. FILENAME: ST-1REV w z 8. Concrete shall be cured with o while pigmented curing 6/2/99 STANDARD DATE DRAWN 0 compound complying to section 90-ZOIB of the stole JCU Jcu CURBS & GUTTER CHECKED z stondord specifications TYPES "Orr M. SHAH 9. Existing sections of curb and gutter shall be sowcul of uBn & rr^a SCALE N.T.S. r l� the limits of the area to be reconstructed. APPROVED SHEET N0. o CITY OF BAKERSFIELD ST -1 / CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT DETAIL OF FITTINGS FOR PIPE MOUNTINGS CITY OF BAKERSFIELD, CALIFORNIA ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WTH STAINLESS S7EEC STRAPS AND HAWK/NS M2G SERIES BOL T AND VANDAL PROOF NUT ASSEUR Y OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOL T MORE THAN 1/16" (1.5mm). TOP OF POST /S TO BE BELOW TOP OF SIGN PANEL BY NO MORE THAN 1.5" (3°8 cm). PUBLIC WORKS DEPARTMENT File Nome.• PIGnZ Road Job No.: T4K224 Date: Jan. 30, 14 APPROVED ROD OR BOL T THRU DRILLED h litW 8112 T DETA[ 2 5'(1. 5m) MIN W* MIN R1, R2 THIS STANDARD APPLIES TO RESIDENTIAL ACCESS ON LOCAL STREETS FOR ARTERIALS AND COLLECTORS OR WHERE THE SIDE STREET IS AN ARTERIAL OR COLLECTOR, THE DIMENSION FROM THE CORNER WILL BE 20' * W MUST BE EXACTL Y 7' (2. lm) OR BE 22' (6.7m) OR GREA TER BACK OF SIDEWALK R [L] LOCAL [C] COLLECTOR [A] ARTERIAL o g -. w L - _ q?,o E S S It pEAN R Cl) REGISTERED C VIL NGINEER Lu C 46803 c yF Exp. 6-30-15 CITY OF BAKERSFIELD �P 150[ TRUXTUN AVENUE qTF C�V�� BAKERSFIELD, CA 93301 OF CP, REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 150'(45m)[C] 100'(30m)[C,L] 200'(60m)[A] 150 (45m)[A] MIN CLEARANCE ** MIN *' NON R 1, R2 THIS STANDARD APPLIES TO ALL TYPES OF ACCESSES EXCEPT R1,R2 FOR ALL STREETS. THE 200' & 150' DIMEN90N FROM THE CORNER MAY REQUIRE ADDITIONAL CLEARANCE FOR LEFT & RIGHT TURN STORAGE. D E TA L ACCESSES WLL NOT BE ALLOWED W1H/N 71IRN LANE NANSITIONS T -02.D WG T- 20. D WG DATE 07/97 HM THESE CLEARANCES MAY BE REDUCED WHERE DATE 07 97 STANDARD DRAWN GEG TRAFFIC CONO/TIONS WARRANT, SUBJECT STANDARD DRAWN BJD CHECKED MISCELLANEOUS SIGN DETAIL CHECKED BJD TO THE RECOMMENDATION OF THE TRAFFIC ENG/NEER. MINIMUM ACCESS DESIGN BJD SCALE SCALE NTS NTS CITY CF BR� SHEET NO. APPROVED SHEET NO. ♦ �LD CITY OF BAKER3RE'LD j7y* T-2 CAUFOMIA T-20 'UBLIC W K T CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY RECORD No. Dra wn: SCC STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION AVE SHEET NO. Engineer: SCC Checked BY DP UNION AVENUE TO PAULY ELEMENTARY 6 OF 8 0 'I 2 3 T-O1.DWG STANDARD STREET SIGN POST TYPE DATE 07/97 DRAWN GEG CHECKED BJD SCALE NTS APPROVED CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT SHEET NO. T-1 CITY ENGINEER PUBLIC WORKS DEPARTMENT File Nome.• PIGnZ Road Job No.: T4K224 Date: Jan. 30, 14 APPROVED ROD OR BOL T THRU DRILLED h litW 8112 T DETA[ 2 5'(1. 5m) MIN W* MIN R1, R2 THIS STANDARD APPLIES TO RESIDENTIAL ACCESS ON LOCAL STREETS FOR ARTERIALS AND COLLECTORS OR WHERE THE SIDE STREET IS AN ARTERIAL OR COLLECTOR, THE DIMENSION FROM THE CORNER WILL BE 20' * W MUST BE EXACTL Y 7' (2. lm) OR BE 22' (6.7m) OR GREA TER BACK OF SIDEWALK R [L] LOCAL [C] COLLECTOR [A] ARTERIAL o g -. w L - _ q?,o E S S It pEAN R Cl) REGISTERED C VIL NGINEER Lu C 46803 c yF Exp. 6-30-15 CITY OF BAKERSFIELD �P 150[ TRUXTUN AVENUE qTF C�V�� BAKERSFIELD, CA 93301 OF CP, REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 150'(45m)[C] 100'(30m)[C,L] 200'(60m)[A] 150 (45m)[A] MIN CLEARANCE ** MIN *' NON R 1, R2 THIS STANDARD APPLIES TO ALL TYPES OF ACCESSES EXCEPT R1,R2 FOR ALL STREETS. THE 200' & 150' DIMEN90N FROM THE CORNER MAY REQUIRE ADDITIONAL CLEARANCE FOR LEFT & RIGHT TURN STORAGE. D E TA L ACCESSES WLL NOT BE ALLOWED W1H/N 71IRN LANE NANSITIONS T -02.D WG T- 20. D WG DATE 07/97 HM THESE CLEARANCES MAY BE REDUCED WHERE DATE 07 97 STANDARD DRAWN GEG TRAFFIC CONO/TIONS WARRANT, SUBJECT STANDARD DRAWN BJD CHECKED MISCELLANEOUS SIGN DETAIL CHECKED BJD TO THE RECOMMENDATION OF THE TRAFFIC ENG/NEER. MINIMUM ACCESS DESIGN BJD SCALE SCALE NTS NTS CITY CF BR� SHEET NO. APPROVED SHEET NO. ♦ �LD CITY OF BAKER3RE'LD j7y* T-2 CAUFOMIA T-20 'UBLIC W K T CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY RECORD No. Dra wn: SCC STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION AVE SHEET NO. Engineer: SCC Checked BY DP UNION AVENUE TO PAULY ELEMENTARY 6 OF 8 0 'I 2 3 Z O F— Q J U z w n W m C) W I- H O J CL I I n Ln O O O N O T L O C O O L C- O O z N C O O N Q O O O N O n co c� C Q) > O L Q N N L It N N Y d - O N I O N C� z w w z z Li I J / M z 0 Q U z w w cn m 0 w 0 4 PLAN VIEW - TRACT 1878 SRA/NAGE BASIN 1 If = 40' DRAINAGE BASIN EXCAVATION (EARTHWORK) EXISTING OUTLET STRUCTURE LEGEND O O CLASS No. 3, METHOD B PLACEMENT OF ROCK SLOPE PROTECTION IN CONFORMANCE WITH SECTION 72-2 "ROCK SLOPE PROTECTION" OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. � E 1 SUMP EXCAVATION DETAIL g NOT TO SCALE EXISTING OUTLET STRUCTURE O Q O rx N z Q J EXISTING STORM DRAIN PIPE E l s EX/STING STORM DRAIN PIPE EXIST/NG OUTLET I 2' (TYP.) VI JL Vl L PLAN VIEW SECTION A -A ROCK SLOPE PROTECT/ON DETAIL NOT TO SCALE EXISTING TOP OF SUMP EXISTING BOTTOM ELEVATION VAR/ES FROM 366.83 TO 368.79 EXCA M TE BOTTOM TO AN ELEVA TION OF 366.17 2: 1 MAS EXISTING OUTLET STRUCTURE QROFESSIDN FO DEAN 9< GO REG/S TERED�VlL_E G/NEER e C 46803 yF Exp.6-30-15 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF C1 V 1 \- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 271 / / 471 / / t r _ DRAINAGE BASIN EXCAVATION, CITY RECORD No. File Name.•P/anz Road Drawn: SCC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 774K224 Engineer: SCC STREET IMPROVEMENTS - PLANZ ROAD WEST OF UNION AVE Date: Feb. 4, 14 CheckedBy.- DP UNION AVENUE TO PAUL Y ELEMENTARY O '1 L � I i SHEET NO. 8 OF 8 2 3 l i