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HomeMy WebLinkAbout6.1-1828SHEET 7 TITLE SHEET &GENERAL NOTES SHEET 2 ACCESS RAMPS — 22ND STREETJIM SIDEWALKSHEET 3 ACCESS RAMPS — 21ST STREET IMPROVEMENTS SBIN SACRAMENTO SHEET 4 ACCESS RAMPS — 20TH STREET saN•ruNcsco SHEET 5 ACCESS RAMPS — 79 iH & 17 TH STREET DOWNTOWN PEDESTRIAN CONNECTIVITY .FResNo SHEET 6 ACCESS RAMPS — F, G, H, &EYE STREET Various Streets SHEET 7 ACCESS RAMPS — M, N, 0, & P STREET SHEET 8 ACCESS RAMPS — R & V STREET CITY PROJECT NO. P9K225 ,jos ANGELES SHEET 9 CITY STANDARDS &DETAILS SHEET 10 CITY STANDARDS &DETAILS FEDERAL PROJECT NO,. A TPSB 1L=F5109(244) SAN DIEGO SHEET 71 NEW SIDEWALK &ACCESS RAMP DETAILS ryrr�wn�mna�xy ST -111 ST -2, ST -6, ST -71 ST -81 ST -9, S T-12, ST -22., ST -23 OF pir 11 111 1 2010 REVISED STANDARD PLAN: RSP A24A, A24E, A88A, A888, A90A rco A 1111,1Tp, ''I ....... 1 4" -- -- RIGHT—OF— WA Y — — CEN TERL INE X X X X CHAIN LINK FENCE ------------- � EXIST CURB & GUTTER --------------------------------- EXIST. A.C. FLOWLINE GENERAL NOTES • A CCESS RAMP SIDEWALK 1. ALL U TILT TY L OCA TIONS SHO WN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BES T INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLA CED SOL EL Y ON THE CON TRA C TOR. 2. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURB & GUTTERS, AND ALL S TREE T IMPROVEMENTS DURING CONS TRUC TION. J. CON TRA C TOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT L OCA TIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGA TION LINES. 4. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROI/EMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTORS CONSTRUCTION OPERATIONS 5. CON TRA C TDR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONS TRUC TION OF THE PROJECT. U_ i fui I'Iii NOT TO SCALE 6. L OCA TIONS OF PRI VA TE IRRI GA TION SYSTEMS WERE NOT VERIFIED DURING FIELD INSPECTION. CON TRA C TOR TO L DCA TE IRRI GA TION LINES. 7. CONTRACTOR SHALL RELOCATE ALL THE EXISTING ROADSIDE SIGNS BEHIND THE NEW SIDEWALK CONS TRUC TION. 8. CON TRA C TOR SHALL NOT ENTER UPON PRI VA TE PROPERTY FOR ANY PURPOSE DURING CONS TRUC TION OF SIDEWALK AND ACCESS RAMPS 9. CON TRA C TOR SHALL PRO TEC T IN PLACE ALL CHISELED Y WITHIN THE PROJECT L IMI TS. W EXIST WATER LINE S EXIST SEWER LINE P.P. G EXIS T GA S LINE SD EXIST STORM DRAIN QUANTITY OH EXIST AERIAL E EXIST UNDERGROUND 75 2 LINES SF POWER LINE TV EXIS T UNDERGROUND T EXIS T UNDERGROUND j 131 9,861 TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE SYMBOL LEGEND F.H. 0()I FIRE HYDRANT CASE B P.P. W.V. ♦— POWER POLE N W.M. PG&E VAULT ❑ STREET LIGHT W/MAST ARM WATER VALVE WATER METER Job No.: P91<225 File Path: S:\PROJECTS\2018-2019\P9K225_Downtown Pedestrian Connectivity\AutoCAD Drawings\Production Drawings File Name: Downtown Pedestrian Connectivity.dwg STATE OF CALIFOR�Jl/I NO TE.- THE ETHE CON TRA C TOR MUST POSSESS � THE FOL L 0 WING VALID LICENSES. CLASS A or C-8 NO TE.- THE E:THE CON TRA C TOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. ACCESS RAMPS CASE A CASE B CASE C CASE CM CASE F CASE G TOTAL QUANTITY 48 3 2 7 75 2 137 SF 5544 297 276 351 1 3261 j 131 9,861 O QRpFESS/o SING C 80507 k,Exp.3-31-19 TF QF' CA1- 0 1 2 3 N N Y rn CL ti U W 2 2 0 U 2 Q W 0 W CL 0 0 0 m 2 W W O CL Y J W N ry Q Q Cn m 0 O n Q N 6i 00 o a V) t - D F- U W 0 U C a a� a� 0 4-ar L 0 i V) 0 0 U 0 n .3 a 0 0 a 0 > U 4-1 U a V) a� 0 n 3 0 0 0 N n rn 0 N 00 0 W O ry n z 0 U Li z11 MATCH 5' WIDE SIDEWALK 5 �-�- 20' -►I J 0 EXISTING GRADE 6. ' J ' 16 ' z o RW RW vz n „ ; t •F ,per ..�... 4\��: W REMOVE PARKING BUMPERS R1-1 (3) TO ALLOW 5' SIDEWALK 41.25' PRO TEC T IN PLACE I ! W i i 41.25' �'` ----- ------------------- RW RW RW LL ------------------------- : u.... w... .....n ........... ww....n. .....« ww .Y... ...... .u... ..... ..r.� ....r. ..nw ...... ...r.r. ....... ..... .r.... ..w. ...r.. ..wr .n..r. 20 6' w V. 9 41.25' D4 ------------ - _w. - - - - - ww �a ww, RW 4 16 4 END CROSS GU T TERRW AT BACK OF RAMPS 20' -J 41.25' .25' 1 or 9 RW e - - -- 7 1 4 7 41.25' PRO TEC T IN PLACE 20 7 W� 7 W.V. i .. RW ' 1 1 19 I (J R31 (CA) I 41.25' 41.25' RW 1__ 41.25' RW 4 IL 4 RW RW w.,.�..w w_ww.w-ww- www--w._.-.__...�.�.�. w� ...�• www.ww www�-w� - www�wwww w�w ww.w ww_... wwww ._w..w w...--.w...�w..ww...w.,..w. -w_.w....�� ..�ww- ww----------------------- ------- - - - - - - - - - - - - - - -.-.w-w-w-ww-ww-w-w-w-w-.w17 ww R1-1 PROTECT IN PLACE POLE 41.25 AND GU Y WIRE MA TCH EXIS TING GRADE /L .-4 wwww.- RW.- -- {{ VT --n ndwffi.. w $ ------------ .uuw.w wou.uw�.��: .«w w.... wu.. MATCH CROSS GUTTER A T JOINT RW 11 41.25' STREET, --------------------------------------------- M. ----- __ w -- w -------- www ww www ww w ww _ ww w ww a = 4• - --------------------------------- RW .ww...ww.wwwww_-- www.---wwn----- ww----- -- RW MA TCH EXIS TING GRADE, REMOVE H.M.A. AND REPLACE WITH CONCRETE 22ND __ww___w..w_ww.�.w.w_..�w.ww�_ww�-�..ww.w_�w.w__.mw.w_-_.w.�-w� - � � w_ww .:„ RW RW 36 PROTECT IN PLACE EXISTING RED BRICK AND LIGHT BOLLARDS 341 11G -11V Gi11J111VC2 N 2325825.663' E 6262346.776' EDGE OF PA VEMEN T ELEV. 309.79' ADD RETAINING CURB PER DESIGN FL11 7 DETAIL B ON SHEET 10 -�- 41.25' -1-�-� N 2325815 238= 1 ; E 6262157.123' ELEV. 299.50' R101 (CA) 19 DESIGN FL 1 1 R W 19 N 2325813.804 W _ _ _ _ _ _ E 6262355.787' w� ELEV. 309.80' t •a s. n. • ..�•. 1 7 C� I 7 DESIGN FL DESIGN FL DESIGN FL ` N 2325800.543' 6 11 °D 41.25' N 2325797.537' N 2325797.480' / E 6262171.933' E 6262344.014' E 6262347.951 ' ELEV. 300.14' ELEV. 308.82' ELEV. 309.14' 22ND41.25'STREET 3 7 -. w.. : www . -- - t w RW PRO TEC T IN PLACE EDGE OF PA VEMEN T 41.25'--j- I RW 11�1 IIas, CONSTRUCTION NOTES: TCONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. TCONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. 3 CONTRACTORHA SHALL I T INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. aCONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. F51 CONTRACTOR SHALL INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. aCONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. T CONTRACTOR SHALL INSTALL TYPE "B" CURB AND GUTTER INCLUDING A 2' WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. El CONTRACTOR SHALL REPLACE CONCRETE/H.M.A. AND INSTALL RAISED TRUNCATED DOMES. TCONTRACTOR SHALL INSTALL 6.0' CROSS GUTTER PER COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON PLANS. File Name- Downtown Pedestrion PUBLIC WORKS DEPARTMENT Job No.: P9K225 Date: Jul. 26, 18 1 1 7 35 SF 35 SF 'vity Drawn: IA G Engineer: NG Checked By.- I--- 2 0' -� �c 41.25' RW 5 7 ' ' 7 15 MA TCH EXISTING RW _ _SIDEWALK _ _ RW 11 - --------------------- uu.. w.w uuu uw. .w.0 uuu. w.u. .w.,. wuw �.u.•u• � � wu.. wuw wuu. uwn •wu•• +.uu.' uu... wuu .uu.. ....... .u... ....u. .w,u w.... uu.. ..u... ....w •uuu wuu. ..uu. wuu ...w »w.. ..uu. u...0 wuu ....... ....u. .uu.. w 16 41.25' STREET uuin .•.un..... .uu...... ..uui..uu r..uiiuvw vuuuun www... uw......0 ..u...u...�u....u...un u.....u.vi uuuu�u�uw w........ur wuuuw. uwww..wµu......i.... w.uiu..m w..u.....0 .....iw.w uuw.uw�wuwu.vn .w........ u......wu ..u..uw.. wuvwr.. uwwwY wwwuu uuw rn.w -wwwwnww------.w.wwwwwwwww----w.w..wwwwwwwwwwww--wwwwwwww._w.wwww-wwww..wwwww_w.wwww..w.wwww.nwwwww_.w. -�� RW PROTECT IN PLACE EXISTING RED BRICK LIGHT BOLLARDS TREES AND TREE PLANTERS ' ' PROTECT IN PLACE EXISTING TREE AND TREE PLANTER IN PLACE Fl 0 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER COB STANDARD ST -6. 11 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -8. 12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -9. CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACH. REMOVE AND REPLACE EXISTING CURB AND GUTTERT3 PER COB STANDARD ST -6. R14 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK TO LOWER LANDING AT 6". ADD RETAINING CURB PER DETAIL "C" ON SHEET 10. n15 CONTRACTOR SHALL REMOVE EXISTING CORNER SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. Fl- CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. 61 PER STANDARD ST -12. rl 7 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. F1g CONTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO GRADE. Fl 9 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.O.B. UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. r2_0 UTILITIES SHALL BE ADJUSTED BY OTHERS. o QRpFESSI?/v S I NG/-/ C'-) R I T RClVl EG S TERED C L ENGINEERry C 80507 * Exp. 3-31-19 CITY OF BA KERSFI EL D J�q� C l V � L1501 BAKERRNAVENUE FIELD CA9330 F OF CAL , REV//ON S S No. DA TE DESCRIPTION 2 3 4 R 1-1 19 41.25'--,-] � 3 RW 17 ..- � ww - - wM ,w - - - --- ww ww wuu wuu w.... u ------------------ w. u'u'µu��Mw�^ W I 1 41.25' W 7 � V) z R1-1 19 RW 41.25 m O J W m W Z F - Z O U STRIPING AND MARKING NOTES: 1O INSTALL 1' WIDE CROSSWALK O2 INSTALL TYPE 110'-0" ARROW O3 INSTALL TYPE VII (R) ARROW LTJ cul LEGEND: � SCALE: 7 "=30' MINOR CONCRETE CONSTRUCTION SIDEWALK, CURB &GUTTER, AND CROSS GUTTER. MINOR CONCRETE CONSTRUCTION DRIVE F/m/m/70mm APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. 6.1-1828 Cl T Y RECORD No. SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY ACCESS RAMPS - 22ND STREET SHEET N0. 20F91 2 3 N Q Q m 0 O CL LOE N oo O CNN O Q U U CL C_ 0 ..,-1 O 0 0 V D 0 U) 0) 0 0 Q 0 U U U a V) a� 0 C_ 0 �I LON D_ rn 0 W 0 co U 3 O m RJ t SCALE: 7 "=30' END CROSS GU T TER I A T BACK OF RAMPS i...- 20' 1 17 - RW , 4 15 RW �O WO Y151 41.25' � I � 21 ST 171 I— 15 18 W RW I W 1 END CROSS GUTTER W A T BACK OF RAMPS REMOVE AND DISREGARD EXISTING WOODEN POLE. REMOVE EXISTING LED STREET LIGHT FIXTURE FOR REUSE IN NEW LOCATION. INSTALL NEW TYPE 15 S TREE T LIGHT FOUNDATION, EXISTING LED S TREE T LIGHT FIXTURE, AND MAST ARM POLE AT NEW LOCATION JUST EAST OF NEW HANDICAP RAMP. (EX. STREET LIGHT ID: EN556) O� I W W I Z) Z W W >1 () a F 11 1 I RW 1� ------------------------------------------------ 20 PROTECT IN PLACE EXISTING RED— BRICK AND LIGHT BOLLARDS STREET PRO TEC T IN PLACE 41.25' w,mwxr rnrxr,vn nurswn—r„waxx— vwr„rr. wvww�,..v .w..,,rcr wmrmw ,..xn——r�.wmv, :• 4 RW END CROSS GUTTER 18 RW A T BACK OF RAMPS 9 = 17 1 16.50' Q r E W SIDEWALK, DRIVE APPROACH, AND CURB & GUTTER SHALL MATCH EXISTING 2 0' 11 I 1 END CROSS GU T ITR 20'__m"._ o QRpFESS/o S i N Gy ;l q ��F �4i% QR GI TER_E17 l VlL ENGINEER W rn C 80507 M * Exp. 3-31-19 CITY OF BAKERSFIELD1501 q>, BAKERSFIELD NC!-1V933E1 F OF o � ° .j REVISIONS E No. DA TE DESCRIPTION m W 1 // E Z 2 E z 3 0 v SEE BELOW (3C) A T BACK OF RAMPS 4 SIDEWALK CONTINUES 1 END CROSS GUTTER 1 16 BELOW ON THIS SHEET 11-141.25 ' 19 12 R W 6' ED� 17 A T BACK OF RAMPS R W 1 I 16 1I 1 1 W .. I i I -- ------------------------- L --------R W ED-\ 20 RW 1 1 1 R W ---------------- 7 7 =7 -- -- ------ .g I •• co ----------------------- ui 12 ry s•�• jjf 1 bt B 1 •k C 1' 4 �'• .1 : .'i•:: • : •! � '.�.t �'., ............. ..........".. w..w...".w ".......r... .www...w. w. ..."......... "..."....".". ..."......". w.xxnw w"u"...... ..".......... � «.." . w'� ......."..... vxwN...". «"..".."..". .....w...", wm....wn w....".w. "............ .+.w.^ ..".n"' .".."........ ...".....".". ..."."....... ...".."...... .w.�......"" xiw.uw.. ...".."...w. «.ro.�. ...........n w."w".."... w......"... ........"..." ' T RELOCATE BIKE RACK BETWEEN DOORWAYS 41.25' PROTECT IN PLACE 1 10 PROTECT IN PLACE 7 C. O. B. 41.2 5 5 � 5 38 � o 19 STREET LIGHT g 10 W 21 STW _. _ _ __ _ .. _.. _ ._ _ _.. ... -. - .. _ .. _ - _ .... � _. • __ __ _ .... _ -... _.. w -._ ._ . ---_. .. __ � _ �- __ _ _ __ __-41.25' -___--_----- 1 `� 1 �/ 15 f-- -- �_ -- -- -- -- — 1 � RW -RW � � � �- RW ....M ----- E � 1 O 7ui ? STREET 15 �7 41.25' :D -- ------------- --------- W. ------------ RW 6 19 ' R R1-1 I � � SIDEWALK CONTINUES ON t 1 1 Q R: 1 6 1 1 SHEET 7 12 I 1 19 C. O. B. U �' - END CROSS GUTTER ::: f 41.2 5' -i-. 41.2 5' 1 S TREE T L I GH T i A T BACK OF RAMPS REMOVE AND DISREGARD EXISTING WOODEN SEE(3E)ON SHEET 7 POLE.FIXTUREMOVE REXISTIUSE INGLED NEW LOA STREET LIGHT SIDEWALK CONTINUES MATCH EXISTING SIDEWALK, mom mmm m21 1ABOVE ON THIS SHEET CURB AND GUTTER GRADES INSTALL NEW TYPE 15 STREET LIGHT �M� � I ' � � � ET. � $ � � 11 FOUNDATION, EXISTING LED STREET LIGHT 5RW RW 1 ~ FIXTURE, AND MAST ARM POLE AT (SW) C� W CORNER. REUSE EXISTING PGE OVERHEAD W SERVICE. (EX. S TREE T LIGHT ID: EN 13) W UTILITY LLI �WNy f '_fy L.L. E E 20 41.25' 12 41.25' �� ' REL OCA TION _ _ t. �� i -> - ___ ___ - - 3-- �- 0`�'` ( 0 U) 5' 2 0'I -S 5' 11 10 5'11 41.2 5' (�_ _ - - _ _ _ . F— 11 7 20 U TlLI TY 7 Q Q REL OCA TION RW RW� � — — — — — — - z � `j 7 1 W r W 1 1 1 5' W N N 1 p STREET 1 MA TCH EXISTING p RW 1 _ i 12 GRADE N E m 1 SCALE: 1 "= 30' °0 v _O 1 I I RW E QOM 1 1 CONSTRUCTION NOTES: ® L-L�zLid � 1 1 W �� CL k_- Q 1 1 1 �'': CONTRACTOR HA INSTALL A A PEDESTRIAN " U ,� W I i 1 1 O Q 0 SHALL S LL C SE EDES AN 7 CONTRACTOR SHALL INSTALL TYPE B CURB AND 14 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 1 Fil ACCESS RAMP PER STATE OF CALIFORNIA 2010 _ �SIDEWALK T W " O 1 1 Q GUTTER INCLUDING A 2 WIDE PAVEMENT TIE IN PER 0 LOWER LANDING AT 6 . ADD RETAINING 41.25 1 1i O O REVISED STANDARD PLAN RSP A88A. COB STANDARD ST -12. CURB PER DETAIL "C" ON SHEET 10. LEGEND. 1 1 O 1 V F2� A�CESSCRAOMPSPERLINSTALL STATE OFCASE B CALIFORN CALIFORNIA PEDESTRIAN ❑8 CONTRACTOR SHALL REPLACE CONCRETE/H.M.A. AND 15 CONTRACTOR SHALL REMOVE EXISTING CORNER U 1 J 5' 12 v Q INSTALL RAISED TRUNCATED DOMES. SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. a MINOR CONCRETE CONSTRUCTION Q 1 cL 1 m REVISED STANDARD PLAN RSP A88A. d •� SIDEWALK CURB &GUTTER AND CROSS Z Q W CONTRACTOR SHALL INSTALL 6.0' CROSS GUTTER PER 16 CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. GUTTER. ' w O 1 1 6 ':' �" Q CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON PER STANDARD ST -12. 1 [ 15 1 M3CONTRACTOR RAMP PER STATE OF CALIFORNIA 2010 PLANS. W REVISED STANDARD PLAN RSP A88A. rl 7 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB "y'" "y ""� MINOR CONCRETE CONSTRUCTION DRIVE 20 O CONTRACTOR SHALL INSTALL DRIVE APPROACH PER STANDARD ST -12. APPROACH. <_;:=r CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ;'... a. <- .'• =-. El a COB STANDARD ST -6. !>'.:'.;•;'. �" 9 ACCESS RAMP PER STATE OF CALIFORNIA 2010 •'~"•' `".`''•�'{• � rl8 CONTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO REVISED STANDARD PLAN RSP A88A. CONTRACTOR SHALL INSTALL SIDEWALK PER COB GRADE. 33'' 17 STANDARD ST-8.FH.M.A. TIE–IN SHALL BE TYPE "A" CONTRACTOR SHALL INSTALL CASE G PEDESTRIAN CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.O.B. :�..4,:.. 5 19 3/4 WITH 5 FEET DEPTH FOR F. 4 ACCESS RAMP PER STATE OF CALIFORNIA 2010 12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. ACCESS RAMPS AND CROSS GUTTERS. REVISED STANDARD PLAN RSP A88A. STANDARD ST -9. RW 4 1 5, 1 - 12 SIDEWALK CONTINUES 20 UTILITIES SHALL BE ADJUSTED BY OTHERS. 1 _ -1 s: ON SHEET 4 El CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN Fl3 CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACH. ACCESS RAMP PER STATE OF CALIFORNIA 2010 REMOVE AND REPLACE EXISTING CURB AND GUTTER REVISED STANDARD PLAN RSP A88A. PER COB STANDARD ST -6. 6.1-1828 SEE (3D) ON SHEET 4 Cl TY RECORD No. File Name: Downtown Pedestrian Connecfivif Drawn: IA G SIDEWALK /MPR O VEMEN TS(SB 1 D O I /VN T C� V I /N PEDESTRIAN CONNECTIVITY SHEET NO. CITY QF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.. P9K225 En gin eer. NG Date: Aug. 2, 18 Checked By.- ACCESS RAMPS - 21ST STREET 3 OF 11 O 1 2 3 N Q Q m 0 LiO n a 0 00 6 00 0 N _>N 0 N F_ U N U .0 U) a� n C_ 0 0 0 0 v 0 a� 0 0 U 0 :a U N U U W 0 0 r -)I LON CNn 0 CIA 00 0 w O ry n m Fm 0 0 0 SEE (4C) ON SHEET 7 END CROSS GU T TER AT BACK OF RAMPS I --- ' 6' RW 20 RW`. 6' 101ol 17 MA TCH EXISTING61, ': 0 RW RW GRADES ' 41.25' �— w. .. 19 RI -1 .�...w.".. w.w..a..u. ......., «r•r .,•u.ew... wwwrw.w «"...... ...w.... ....•...w ....w..». «..wM.,. ....M,..•. .wn...xv. .4,;:+� .'V �;•f.�,:i:4. w..«...w ........ w...w..• ........ .......... ........" .......... ......... w...«..... ..««,..w .µw...,. .......... ............ 1 7 PRO TEC T IN PLACE 16 ID) PRO TEC T /N PL A CE 41.25' U) PRO TEC T IN PLACE Q. RW [q mow+. � .nv.:iiu. ............ .r.....��. .,w:.iu..,. 7 MIN W 20TH STREET W re----------------------------------------------------------------------------------------------- ---------------------------------------------------------------------- �-- .- ---_ -.�__- - _.- _-.-. --•___ = __--____---- -- -- --.- -- -- - _ _-.-..-- ---.-. -- -- - --- -.---- --- _,..-- ----- -- _------- -- 0 �� RW I I I SEE (3D) ON SHEET 3 G- "I PROTECT IN PLACE EXISTING CATCH BASIN RW e. 41.25' INSTALL NEW SIGN W14-2-11 ON EXISTING POLE 20TH 41.125' 20 ---------- --- SIDEWALK CONTINUES 12 ON SHEET 8 RW 5.5' -i CONSTRUCTION NOTES: aCONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. aCONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. r'31 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. MCONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. �5 CONTRACTOR SHALL INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. _I ! I 8 41.25-41 I Z Lu 1 5' 41.25' 10 H71 I I 41.25' PRO TEC IN I .. I PLACE fm RW Q v O J W m W Z H Z O U o QROFESS/o S I N Gy c� F� CO REGISTERED Cl VI L ENGINEER w � C 80507 � * Exp. 3-31-19 CITY OF BAKERSFIELD Ci V \_1501 T B KERSRFIELD N CAV 93'30 1 TF OF CA1-�F�� REvisioNS No. DA TE DESCRIPTION 1 / / lit 5 �,u 12 RW RW PROTECT IN PLACE , EXISTING CA TCH BASIN MA TCH EXISTING GRADE MA TCH EXISTING GRADE MA TCH EXISTING GRADE MATCH EXISTING GRADE _ ¢¢ 5 5 5 RW RW_�T 5' i •• J 1 r 1 • t 1 I Z .a, a t - ..� - . JI w . ------------------- --------------- ----------- ------ ------------- 5' 12 5' 12 41.25' 5' 12 5' 12 MA TCH EXISTING GRADE PROTECT IN PLACE CONTRACTOR SHALL INSTALL DRIVE PROTECT IN PLACE 20 APPROACH A T EXISTING FENCE GA TES Ul 41.25' STREET Ir •. .S. • a +r• r : ..�:, . - r.r :.. ;.n a ...... ......— -------------------------------------------- ............ . ........... . . ,,"„ — ,,,,,.— — — ..,,N..,,.,, —.,,.., ........N." ..,„. .,,",. — w,.., — .,„„, — —..... . •• — — — — — �•.x »..,.:,.::—i-•....,.•..:i....µ.�wr..,.....:,...»M., ......• — — y, .:., .,¢ ....�. ........ :...............:v- ....r ,nw��•— — a..��...,•.i„�..u.,..i� �aw,,,..,"�.�i...•.�.....q..,.,.,..,w„a..,,.a�., .,,,,,,,..a.. �,.y,„ — — � '� �. RW MATCH EXISTING SIDEWALK, RW RW Eli .f. 11 s:. 30' CURB AND GUTTER GRADES I I 41.2 5' SEE (4B) ON SHEET 8 121 SIDEWALK CONTINUES ON SHEET 8 CONTRACTOR SHALL INSTALL DRIVE APPROACH A T EXISTING FENCE GA TES LEGEND: D CONTRACTOR SHALL S ATE OFINSTALL CASE CALICRN A D2010 12 IAN CONTRACTOR SHOALL INSTALL SIDEWALK PER COB 18 CONNTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO MINOR CONCRETE CONSTRUCTION ACCESS RAMP SIDEWALK, CURB & GUTTER, AND CROSS REVISED STANDARD PLAN RSP A88A. 13 CONTRACTOR .SHALL -RECONSTRUCT DRIVE APPROACH. 9CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.O.B. GUTTER. ) CONTRACTOR SHALL INSTALL TYPE "B" CURB AND REMOVE AND REPLACE EXISTING CURB AND GUTTER rl UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. A _ F71 SCALE: E. 30 GUTTER INCLUDING A 2' WIDE PAVEMENT TIE-IN PER PER COB STANDARD ST -6. MINOR CONCRETE CONSTRUCTION DRIVE COB STANDARD ST -12. Fl4 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 20 UTILITIES SHALL BE ADJUSTED BY OTHERS. APPROACH. F81 CONTRACTOR SHALL REPLACE CONCRETE H.M.A. AND SIDEWALK TO LOWER LANDING AT 6". ADD RETAINING INSTALL RAISED TRUNCATED DOMES. / " CURB PER DETAIL "CON SHEET 10. H.M.A. TIE-IN SHALL BE TYPE "A" QCONTRACTOR SHALL INSTALL 6.0' CROSS GUTTER PER 15 CONTRACTOR SHALL REMOVE EXISTING CORNER 3/4" WITH .5 FEET DEPTH FOR COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. ACCESS RAMPS AND CROSS GUTTERS. PLANS. CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. F1'0 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER rl 6 PER STANDARD ST -12. COB STANDARD ST -6. FiCONTRACTOR SHALL INSTALL SIDEWALK PER COB R17 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB 1 STANDARD ST -8. STANDARD ST -12. 6.1-1828 CITY RECORD No. File Nome: Downtown Pedestrian Conneclivit,v Drawn: 1A SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Dote: Jul. 24, 1e Checked By ACCESS RAMPS - 20TH STREET 4 OF 77 O 1 2 3 Q to N d- d- 00 0 N 0 a a Q a -a m RW 41.25 ) 41.25' M18 RW 18 # [ 41.25' -� 18 II PRO TEC T IN PLACE RW L! j RW --_- W_----- W t ------'� F_ U) 19TH 41.25' 19 R31 (CA) RW i 7 41.25 -- PRO TEC T IN PLACE TRAFFIC SIGNAL PADS I RW 14 41.25' 41.25' RW �-�- 41.2 5' RW ~i RW f W i �I 1 - .. - 7 41.25' Z 41.25' 8 ---------------------- 00 RW 41.25'__j I` ------------- RW C.O.B. , , j � � � , � ............. ♦✓ ..�. (-..v� •..... vv....,, .� .I - STREET LIGHT I� INSTALL NEW TYPE 15 POLE FOUNDATION JUST EAST OF NEW HANDICAP RAMP. RELOCA TE EXISTING TYPE 15 POLE, LED FIXTURE, AND MAST ARM TO NEW FOUNDATION. REMOVE EXISTING POWER CONDUIT BETWEEN OLD BASE AND STREET LIGHT POC PULL BOX. INSTALL NEW POWER CONDUIT BETWEEN NEW BASE AND STREET LIGHT POC PULL BOX. (EX. STREET LIGHT ID: EN637) --- RW -- ' STREET W ui IU) 0 41.25' 19 1 7 i RW ---.-- -�.------ -- - -- -- - - - - - - - - - --- R RW- RW CONSTRUCTION NOTES: aCONTRACTOR SHALL INSTALL CASE A PEDESTRIAN o S I N cy ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. QCONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. DESCRIPTION CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. aCONTRACTOR SHALL INSTALL CASE F PEDESTRIAN 2 ACCESS RAMP PER STATE OF CALIFORNIA 2010 Z REVISED STANDARD PLAN RSP A88A. nCONTRACTOR SHALL INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. aCONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. R CONTRACTOR SHALL INSTALL TYPE "B" CURB AND GUTTER INCLUDING A 2' WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. QCONTRACTOR SHALL REPLACE CONCRETE/H.M.A. AND INSTALL RAISED TRUNCATED DOMES. R9 CONTRACTOR SHALL INSTALL 6.0' CROSS GUTTER PER COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON PLANS. F10 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER COB STANDARD ST -6. in11 CONTRACTOR SHALL INSTALL SIDEWALK PER COB , STANDARD ST -8. n12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -9. 13 CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACH. REMOVE AND REPLACE EXISTING CURB AND GUTTER PER COB STANDARD ST -6. n14 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK TO LOWER LANDING AT 6". ADD RETAINING CURB PER DETAIL "C" ON SHEET 10. n15 CONTRACTOR SHALL REMOVE EXISTING CORNER SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. 16 CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. E PER STANDARD ST -12. 17 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. n18 CONTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO GRADE. El CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.O.B. UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. n2O UTILITIES SHALL BE ADJUSTED BY OTHERS. PRO TEC T IN PLACE 41.25' 41.25' TRAFFIC SIGNAL PADS 41.25' —II I j 19 14 14 RW RW l RW ~ RW .mm- -.-.------.-- .-----.-.-.��...-.- �- - - - -M__- .-.�_.-�—---.-.--- - -- -..w--.- .- .-.- ---- - - - -� I I �...,. 2 2 ------.-..-..-�,...-„.-.--...-....---�.--.----.-....-.--..--_�..-.-----.-...-,w....-.-.-.---_....-..-.-.-....-...-.-.-.�.,..-..-..,-..----.-.-.�.......-- --� �° �,.._ �-.-.-.-.----,--�..-_.----..- 7 7 14 41.25' 41.25' 1 W i 7 ~STREET o 17TH. z r)� I I ONE PRO TEC T IN PLACE W W 41.2 5' '� ' 1 1 41.25' 1), W41.25' - w _-- --- -___-,--.-._.-..�..--....--.-....-..---__.-.---..-..--._...-.--.-..w...---_.._..--._..-,-...--,..-,.---..- -- � - 1 7 7 _ M . —_ __ — _ � �� —_ _ T _ w ICT =_ . . VJ t _ _ __- a --- RW RW 1.: I 1 9 1; R W R1-1 19 PROTECT IN PLACE 41.25' 41.25' LEGEND: MINOR CONCRETE CONSTRUCTION SIDEWALK, CURB & GUTTER, AND CROSS GUTTER. MINOR CONCRETE CONSTRUCTION DRIVE APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A” 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. Nk SCALE: I "=30' 6.1-1828 CITY RECORD No. File Name: Downtown Pedesirion Connectivity Drown: 1A SIDEWALKIMPROVEMENTS (SB1): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET N0. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: Aug. 2, 18lChecked By. /�/SG, ACCESS RAMPS - 79TH & 77TH STREET 5 OF 77 O 1 2 3 QRpF E S S I ?IV o S I N cy �L REGIS TERED Cl VIL ENGINEER C 80507 * Exp. 3-31-19 CITY OF BA KER SFI EL D �� e v' 1501 RF XTUN VENUEF OF CA��F�� BAK R E S ELD, C 93301 RHVISIONS J W No. DA TE DESCRIPTION W 2 // Z 3 z 4 // 0 U F10 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER COB STANDARD ST -6. in11 CONTRACTOR SHALL INSTALL SIDEWALK PER COB , STANDARD ST -8. n12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -9. 13 CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACH. REMOVE AND REPLACE EXISTING CURB AND GUTTER PER COB STANDARD ST -6. n14 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK TO LOWER LANDING AT 6". ADD RETAINING CURB PER DETAIL "C" ON SHEET 10. n15 CONTRACTOR SHALL REMOVE EXISTING CORNER SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. 16 CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. E PER STANDARD ST -12. 17 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. n18 CONTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO GRADE. El CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.O.B. UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. n2O UTILITIES SHALL BE ADJUSTED BY OTHERS. PRO TEC T IN PLACE 41.25' 41.25' TRAFFIC SIGNAL PADS 41.25' —II I j 19 14 14 RW RW l RW ~ RW .mm- -.-.------.-- .-----.-.-.��...-.- �- - - - -M__- .-.�_.-�—---.-.--- - -- -..w--.- .- .-.- ---- - - - -� I I �...,. 2 2 ------.-..-..-�,...-„.-.--...-....---�.--.----.-....-.--..--_�..-.-----.-...-,w....-.-.-.---_....-..-.-.-....-...-.-.-.�.,..-..-..,-..----.-.-.�.......-- --� �° �,.._ �-.-.-.-.----,--�..-_.----..- 7 7 14 41.25' 41.25' 1 W i 7 ~STREET o 17TH. z r)� I I ONE PRO TEC T IN PLACE W W 41.2 5' '� ' 1 1 41.25' 1), W41.25' - w _-- --- -___-,--.-._.-..�..--....--.-....-..---__.-.---..-..--._...-.--.-..w...---_.._..--._..-,-...--,..-,.---..- -- � - 1 7 7 _ M . —_ __ — _ � �� —_ _ T _ w ICT =_ . . VJ t _ _ __- a --- RW RW 1.: I 1 9 1; R W R1-1 19 PROTECT IN PLACE 41.25' 41.25' LEGEND: MINOR CONCRETE CONSTRUCTION SIDEWALK, CURB & GUTTER, AND CROSS GUTTER. MINOR CONCRETE CONSTRUCTION DRIVE APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A” 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. Nk SCALE: I "=30' 6.1-1828 CITY RECORD No. File Name: Downtown Pedesirion Connectivity Drown: 1A SIDEWALKIMPROVEMENTS (SB1): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET N0. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: Aug. 2, 18lChecked By. /�/SG, ACCESS RAMPS - 79TH & 77TH STREET 5 OF 77 O 1 2 3 N fy 0 Q V) m 0 O n Q 0 W LO a� 00 O N a� F- v c- c U .0 0 C_ 0 0 U) 0) a .0 0 0 V D 0 V) a 0 Q 0 j U a� C_ C_ U a� a n C 0 0 0 N LOV n rn 0 0 11-11U W O ry n m REMOVE AND REPLACE T 20' 20 20th �i 11 if RW I If �► W 1 W 1 1 RW 1 1 1 j STREET 41.25' � RW 1 11 4 V 11 ®1 1 1 1 1 RW 1 1 1 1 1 Al i &O -N ml I Zia 0 141.25 1 11 1 R W1 1 1 11 RW j 11 IIf 4 I 1 1 16 1 1 1 1 1 1 1 1_ - RW 1 RW A 11 A. REMO VE AND REPLACE 20' 1 1 v1 i 41.25'1 1 1 RW 0 1 1 1 1 Q � 1 Z � � 7 W 20 � � 16 33 7 1 1 1 1 1 1 R IN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1if 1 1 4 If RW 1 I .17th STREET 18th STREET 41.25' RW RW if 4 17 17 ® 4 W Q 15 1 1 j Q 18 1 1 1 O RWZ1 1 1 1 1 m 17th STREET 19th STREET 1 1 1 1 RW 1 1 1 1 RW 1 1 1 1 11 11 33' 1 1 W 1 1 1 1 RW 1 1 I 1 1 RW 1 41.25' 1 � � 1 1 18th STREET 17th STREET R,31 (CA) 33' 21st STREET V CONSTRUCTION NOTES: 18 ui Z 1 z 41.25'-'1 0 REVISED STANDARD 1 1 1 ct V INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 RW I Q 1 RW o CQ CONTRACTOR SHALL 11 ACCESS RAMP PER STATE OF CALIFORNIA 2010 11 � REVISED STANDARD 4 15 1 1 CONTRACTOR SHALL W Q ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. 1 oW CONTRACTOR SHALL INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. r6l CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. r7l CONTRACTOR SHALL INSTALL TYPE "B° CURB AND iD GUTTER INCLUDING A 2' WIDE PAVEMENT TIE—IN PER I 4 15 1 1 RW F 8� CONTRACTOR SHALL 1i RW 17th STREET R,31 (CA) 33' 21st STREET V �I 41.25' 11 20th STREET 19th STREET — 41.25' I� 1 1 RW I 1 1 1 1 I 1 I 1 W1 I 1 1 1 1 1 „j 1 I 1 I RW TREET R3 I (CA) 33' LEGEND: MINOR CONCRETE CONSTRUCTION SIDEWALK, CURB & GUTTER, AND CROSS MINOR CONCRETE CONSTRUCTION DRIVE Os H.M.A. TIE—IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. STRIPING AND MARK/NG NOTES: 1O INSTALL 1' WIDE CROSSWALK O2 INSTALL TYPE 110'-0" ARROW O3 INSTALL TYPE VII (R) ARROW 20th STREET 141.25'— 1 1 RW i ( i RW 1 1 1 33 1 1 9 1 1 1 1 1 RW 1 1 I I 1 1 I I 1 1 19th STREET 22nd STREET 1 -t— 41.25' 1 W I 1 RW 1 1 1 1 1 1 RW 1 I 7 1 33' 1 1 1 1 1 18 1� 1 1 RW 1 1 ^1 21st STREET o , R?OESS/o,v REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-19 CITY OF BAKERSFIELD `��q�, C/ V o_ BAKER1501 RF ELD UXTUN CAV 93301 F OF CA_\FCp REVISIONS No. DA TE DESCRIPTION 2Z �3 �4 CONSTRUCTION NOTES: 18 ui Z 1�! Nq ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. �I 41.25' 11 20th STREET 19th STREET — 41.25' I� 1 1 RW I 1 1 1 1 I 1 I 1 W1 I 1 1 1 1 1 „j 1 I 1 I RW TREET R3 I (CA) 33' LEGEND: MINOR CONCRETE CONSTRUCTION SIDEWALK, CURB & GUTTER, AND CROSS MINOR CONCRETE CONSTRUCTION DRIVE Os H.M.A. TIE—IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. STRIPING AND MARK/NG NOTES: 1O INSTALL 1' WIDE CROSSWALK O2 INSTALL TYPE 110'-0" ARROW O3 INSTALL TYPE VII (R) ARROW 20th STREET 141.25'— 1 1 RW i ( i RW 1 1 1 33 1 1 9 1 1 1 1 1 RW 1 1 I I 1 1 I I 1 1 19th STREET 22nd STREET 1 -t— 41.25' 1 W I 1 RW 1 1 1 1 1 1 RW 1 I 7 1 33' 1 1 1 1 1 18 1� 1 1 RW 1 1 ^1 21st STREET o , R?OESS/o,v REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-19 CITY OF BAKERSFIELD `��q�, C/ V o_ BAKER1501 RF ELD UXTUN CAV 93301 F OF CA_\FCp REVISIONS No. DA TE DESCRIPTION 2Z �3 �4 CITY RECORD No. File Nome: Downtown Pedestrian Connectivity Drawn: 1A SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Dote: ✓ul. 24, 18 Checked By.� ACCESS RAMPS - F, G, H, &EYE STREET 6 OF 77 0 1 T CONSTRUCTION NOTES: CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. [31 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. R4 CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. F51 CONTRACTOR SHALL INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. r6l CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. r7l CONTRACTOR SHALL INSTALL TYPE "B° CURB AND GUTTER INCLUDING A 2' WIDE PAVEMENT TIE—IN PER COB STANDARD ST -12. F 8� CONTRACTOR SHALL REPLACE CONCRETE/H.M.A. AND INSTALL RAISED TRUNCATED DOMES. CONTRACTOR SHALL INSTALL 6.0' CROSS GUTTER PER COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON PLANS. 10 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER COB STANDARD ST -6. Fl1 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -8. 12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -9. E3 CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACHl. REMOVE AND REPLACE EXISTING CURB AND GUTTER PER COB STANDARD ST -6. rl4 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK TO LOWER LANDING AT 6". ADD RETAINING CURB PER DETAIL "C" ON SHEET 10. 15 CONTRACTOR SHALL REMOVE EXISTING CORNER SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. 16 CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. PER STANDARD ST -12. n17 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. El CONTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO GRADE. �y CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.O.B. UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. 20 UTILITIES SHALL BE ADJUSTED BY OTHERS. LI \ul t SCALE: 7 "=30' 6.1-1828 CITY RECORD No. File Nome: Downtown Pedestrian Connectivity Drawn: 1A SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Dote: ✓ul. 24, 18 Checked By.� ACCESS RAMPS - F, G, H, &EYE STREET 6 OF 77 0 1 T Q ry 0 a tV) co 0 0 Q 0 60 LO 00 O N I— U U U a� n 0 4-10 i 0) c- 0 0 0 V 0 0 Q 0 i V 4-1 U C) a� Q) n 0 0 LO �I N n 1-11 O CNI O N cn Lu 0 ry 1 R W 41.2 5' -..- RW 19th STREET mQ �m Zo 18th STREET O� Qj Q RW 41.25RW Z Q1 I i 19 R3I (CA) 00 IJ 33' 7 33' n16.Lt.•. 4 ► RW' I1. 41.25, € I RW Afill 17th STREET 1 *'w 19 41.25' 'RW } 111 � I 1 t-- %A I TRUXTUN AVENUE 19th STREET z IV I I X 41.25' w RW I zw , 4 l r 20 33' R6-1 R5-1 18th STREET M Wm F� o 33' 41.25' it 5 U m R W 0 RW LLJ Q 4 �. Q WW - m m z 33' W.V. 6 p RW i RW 17th STREET 21st STREET II 41.25' I RW 15 4 R W 6' 16 �" ;r 20' 15 i I Z U II 1 W z j it RW ��I I AIS 20th STREET 20th STREET 'V II i V I1I 41.25'-*-' 1 � W 1 RW 0� � RW W 16 9 . U) CL O p R W RW O W 19th STREET ■ ■ ■ ■ ■ ■ 21 st STREET "I- �RwI 4 o. 9 6' 20' RW 4 V) I[— RWM 41.25'�� n AlI 20th STREET fl1 V £I I--�- 41.25' RW I� 20' 7 U ' RW 19th STREET LEGEND: ° MINOR CONCRETE CONSTRUCTION ° SIDEWALK, CURB & GUTTER, AND CROSS •• a • o GUTTER. MINOR CONCRETE CONSTRUCTION DRIVE APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. STRIPING AND MARKING NOTES: O2 INSTALL .raE i ,o. -o" ARROW SEE (3E) ON SHEET 3 21st STREET (� INSTALL CASE A PEDESTRIAN 19 41.2 5' ; �O 6' PLAN RSP A88A. � II � Q R W m 4 WQ II REVISED STANDARD J W QCONTRACTOR 020" o PLIZJ f 41.25' -►I �.■ REVISED STANDARD *'w 19 41.25' 'RW } 111 � I 1 t-- %A I TRUXTUN AVENUE 19th STREET z IV I I X 41.25' w RW I zw , 4 l r 20 33' R6-1 R5-1 18th STREET M Wm F� o 33' 41.25' it 5 U m R W 0 RW LLJ Q 4 �. Q WW - m m z 33' W.V. 6 p RW i RW 17th STREET 21st STREET II 41.25' I RW 15 4 R W 6' 16 �" ;r 20' 15 i I Z U II 1 W z j it RW ��I I AIS 20th STREET 20th STREET 'V II i V I1I 41.25'-*-' 1 � W 1 RW 0� � RW W 16 9 . U) CL O p R W RW O W 19th STREET ■ ■ ■ ■ ■ ■ 21 st STREET "I- �RwI 4 o. 9 6' 20' RW 4 V) I[— RWM 41.25'�� n AlI 20th STREET fl1 V £I I--�- 41.25' RW I� 20' 7 U ' RW 19th STREET LEGEND: ° MINOR CONCRETE CONSTRUCTION ° SIDEWALK, CURB & GUTTER, AND CROSS •• a • o GUTTER. MINOR CONCRETE CONSTRUCTION DRIVE APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. STRIPING AND MARKING NOTES: O2 INSTALL .raE i ,o. -o" ARROW SEE (3E) ON SHEET 3 21st STREET 6 ' INSTALL CASE A PEDESTRIAN 19 41.2 5' ; STATE OF CALIFORNIA 2010 6' PLAN RSP A88A. r2l to W INSTALL CASE B PEDESTRIAN ACCESS RAMP PER O REVISED STANDARD J W QCONTRACTOR 4W o PLIZJ f 41.25' -►I �.■ REVISED STANDARD PLAN RSP A88A. R4 CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN I ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD *'w 19 41.25' 'RW } 111 � I 1 t-- %A I TRUXTUN AVENUE 19th STREET z IV I I X 41.25' w RW I zw , 4 l r 20 33' R6-1 R5-1 18th STREET M Wm F� o 33' 41.25' it 5 U m R W 0 RW LLJ Q 4 �. Q WW - m m z 33' W.V. 6 p RW i RW 17th STREET 21st STREET II 41.25' I RW 15 4 R W 6' 16 �" ;r 20' 15 i I Z U II 1 W z j it RW ��I I AIS 20th STREET 20th STREET 'V II i V I1I 41.25'-*-' 1 � W 1 RW 0� � RW W 16 9 . U) CL O p R W RW O W 19th STREET ■ ■ ■ ■ ■ ■ 21 st STREET "I- �RwI 4 o. 9 6' 20' RW 4 V) I[— RWM 41.25'�� n AlI 20th STREET fl1 V £I I--�- 41.25' RW I� 20' 7 U ' RW 19th STREET LEGEND: ° MINOR CONCRETE CONSTRUCTION ° SIDEWALK, CURB & GUTTER, AND CROSS •• a • o GUTTER. MINOR CONCRETE CONSTRUCTION DRIVE APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. STRIPING AND MARKING NOTES: O2 INSTALL .raE i ,o. -o" ARROW SEE (3E) ON SHEET 3 21st STREET a RW 091 6 ' INSTALL CASE A PEDESTRIAN 41.2 5' ; STATE OF CALIFORNIA 2010 6' PLAN RSP A88A. r2l to W INSTALL CASE B PEDESTRIAN ACCESS RAMP PER O REVISED STANDARD J W QCONTRACTOR 4W o f 41.25' -►I �.■ REVISED STANDARD PLAN RSP A88A. R4 CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN I ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD W © -t� 112 INSTALL CASE G PEDESTRIAN RK ACCESS RAMP PER STATE OF CALIFORNIA 2010 6 PLAN RSP A88A. RW CONTRACTOR SHALL 1/0 ACCESS RAMP PER a RW 091 20' 20th STREET SEE (4C) ON SHEET 4 21 st STREET 12 MATCH EXISTING GRADE, REMOVE DAMAGED SIDEWALK I f W AND REPLA CE WI TH NEW SIDEWALK W 1' RW RW U) I-�*- 41.25' f � A I 13 Al 20th STREET LTJ V SCA LE.• 7 "=30' o QRpFESS/pNgl S i N cy ILIclop T REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-19 CITY OF BA KERSFI EL D c w oI B KERSFIELD 1501 N CAVENUE 9330 1 F OF CA��F�� REVISIONS No. DA TE DESCRIPTION ,4 CONSTRUCTION NOTES: 6 ' INSTALL CASE A PEDESTRIAN 41.2 5' ; STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. r2l CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER O REVISED STANDARD J W QCONTRACTOR 4W W ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. R4 CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN I 20' 20th STREET SEE (4C) ON SHEET 4 21 st STREET 12 MATCH EXISTING GRADE, REMOVE DAMAGED SIDEWALK I f W AND REPLA CE WI TH NEW SIDEWALK W 1' RW RW U) I-�*- 41.25' f � A I 13 Al 20th STREET LTJ V SCA LE.• 7 "=30' o QRpFESS/pNgl S i N cy ILIclop T REGISTERED CI VI L ENGINEER C 80507 * Exp. 3-31-19 CITY OF BA KERSFI EL D c w oI B KERSFIELD 1501 N CAVENUE 9330 1 F OF CA��F�� REVISIONS No. DA TE DESCRIPTION ,4 CONSTRUCTION NOTES: 6.1-1828 CITY RECORD No. File Nome: Downtown Pedestrion Connectivit Drawn: 1A SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: ✓ul. 24, 18 lChecked By.- ACCESS RAMPS - M, N, O, & P STREET 7 OF 77 0 1 2 3 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. r2l CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. QCONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. R4 CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PIAN RSP A88A. F51 CONTRACTOR SHALL INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. CONTRACTOR SHALL INSTALL TYPE "B" CURB AND GUTTER INCLUDING A 2' WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. R8 CONTRACTOR SHALL REPLACE CONCRETE/H.M.A. AND INSTALL RAISED TRUNCATED DOMES. 1-9 CONTRACTOR SHALL INSTALL 6.0' CROSS GUTTER PER COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON PLANS. Fi"0 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER COB STANDARD ST -6. 11 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -8. F12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -9. n13 CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACH. REMOVE AND REPLACE EXISTING CURB AND GUTTER PER COB STANDARD ST -6. n14 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK TO LOWER LANDING AT 6". ADD RETAINING CURB PER DETAIL "C" ON SHEET 10. 15 E] CONTRACTOR SHALL REMOVE EXISTING CORNER SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. n16 CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. PER STANDARD ST -12. n17 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. R18 CONTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO GRADE. F79 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.0.6. UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. [201 UTILITIES SHALL BE ADJUSTED BY OTHERS. 6.1-1828 CITY RECORD No. File Nome: Downtown Pedestrion Connectivit Drawn: 1A SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: ✓ul. 24, 18 lChecked By.- ACCESS RAMPS - M, N, O, & P STREET 7 OF 77 0 1 2 3 N Q Q V) m 0 O n Q 0 66 LO i M W O N a V) N U a� C_ C_ U V) N n 0 0 V) 0) 0 0 s✓ 0 V 0 L_ V! Q 0 4-1D V U .a V) n 0 0 0 LO N n 0 00 0 N W 0 Iz m 20th STREET J �p v Q 41.25' 1 z m RW W 1 i., w rasa^�,.:j�ti�; 9 �. 20' 17 �..;.Y .,.; v q RW 12 Vj R w 11 J W� 19th STREET �p Z) �O m RWRW o � 41.25 ----� � � I 4LLj 1 i [ 1 V -- i Z: .sag• .....;. >: 17 o W 33' ' °' `'r : ,. - :� ., -.r: 33' 17 CL W o 19 6 1 41.25, RW 20, RW , IF' t F_ —7' I RW 41.25' { 1 Lij i O 17th STREET 17th STREET IV I I � � � � 41.25' -►J � ui RW I — — V ifJ o S i N cy Q) LLJ �4 REGISTERED CI VI L ENGINEER C 80507 WW �o �v C V � O� B ERS IELD, CA 93301 6 :.;. v W DA TE Q 20, RW , IF' t F_ —7' I RW 41.25' { 1 Lij i O 17th STREET 17th STREET IV I I � � � � 41.25' -►J � ui RW I 17 V. 20 tSiV`v�•,��N� 9 �� fir. ••r 20 4 15 ca Q � � � � 41.25 � C) RW RW oi�O 1 1 U i I w� TRUXTUN AVENUE ■ ■ ■ ■ ® ■ ■ 22nd STREET 41.25'-m-1' I RW f I 4 - - 9 20' =Y 6 RW r. j. RW ififI Al ! A 21st STREET V if Q) R W v 4 16 20' RW j� 41.25' 20th STREET will RW SEE (4B) ON SHEET 4 20th STREET 33' L } Rw �o O� QjV Om z� RW O WW 12 p I � ' J Q 5.5' O 4 � 33' I R W W � o 0 Cn �� 00 V �Q 19th STREET Wm Q 41.25' Rw RW 4 if if 15I 4 QRpFESS/o ifJ o S i N cy ACCESS RAMP PER �4 REGISTERED CI VI L ENGINEER C 80507 WW �o �v C V � O� B ERS IELD, CA 93301 O� REVISIONS W DA TE Q 17 V. 20 tSiV`v�•,��N� 9 �� fir. ••r 20 4 15 ca Q � � � � 41.25 � C) RW RW oi�O 1 1 U i I w� TRUXTUN AVENUE ■ ■ ■ ■ ® ■ ■ 22nd STREET 41.25'-m-1' I RW f I 4 - - 9 20' =Y 6 RW r. j. RW ififI Al ! A 21st STREET V if Q) R W v 4 16 20' RW j� 41.25' 20th STREET will RW SEE (4B) ON SHEET 4 20th STREET 33' L } Rw �o O� QjV Om z� RW O WW 12 p I � ' J Q 5.5' O 4 � 33' I R W W � o 0 Cn �� 00 V �Q 19th STREET Wm Q 41.25' Rw RW 4 if if 15I 4 17th STREET LEGEND: RW 33' ° MINOR CONCRETE CONSTRUCTION SIDEWALK, CURB & GUTTER, AND CROSS �. GU TIER. MINOR CONCRETE CONSTRUCTION DRIVE APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. t SCALE. 7 "=30' 22nd STREET RW 21 st STREET QRpFESS/o INSTALL CASE A PEDESTRIAN o S i N cy ACCESS RAMP PER STATE OF CALIFORNIA 2010 REGISTERED CI VI L ENGINEER C 80507 PLAN RSP A88A. * Exp. 3-31-19 CITY OF BA KERSEI EL Dq�, 0 TRU X TUN AVENUE C V � F of B ERS IELD, CA 93301 REVISIONS No. DA TE DESCRIPTION INSTALL CASE C PEDESTRIAN 'ti;�:�' 6' STATE OF CALIFORNIA 2010 2 REVISED STANDARD PLAN RSP A88A. 20' 3 16 .} 4 / / REVISED STANDARD PLAN RSP A88A. n5 INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. DCONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD 15 1 4 C1, �c INSTALL TYPE "B" CURB AND GUTTER INCLUDING A 2' WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. n8 W REPLACE CONCRETE/H.M.A. AND RW If� � .•— 41. 25 I � I R O COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON PLANS. F10 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER COB STANDARD ST -6. in11 , CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -8. n12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -9. 13 CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACH. Wm REMOVE AND REPLACE EXISTING CURB AND GUTTER PER COB STANDARD ST -6. 14 E] CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 18th STREET Q CURB PER DETAIL "C" ON SHEET 10. n15 CONTRACTOR SHALL REMOVE EXISTING CORNER SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. n16 CONTRACTOR SHALL I, 41.25' ?' Rw 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. LQ n18 RW ADJUST/RELOCATE PULLBOX TO GRADE. W W SHALL RELOCATE ROADSIDE SIGN/C.O.B. UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. n2O UTILITIES SHALL BE Q 6IDN ( I p. 20' 6 6w 4: � 20' 16 I 41.25' Rw Rw AI! 17th STREET LEGEND: RW 33' ° MINOR CONCRETE CONSTRUCTION SIDEWALK, CURB & GUTTER, AND CROSS �. GU TIER. MINOR CONCRETE CONSTRUCTION DRIVE APPROACH. H.M.A. TIE-IN SHALL BE TYPE "A" 3/4" WITH .5 FEET DEPTH FOR ACCESS RAMPS AND CROSS GUTTERS. t SCALE. 7 "=30' 22nd STREET RW 21 st STREET CONSTRUCTION NOTES: QRpFESS/o INSTALL CASE A PEDESTRIAN o S i N cy ACCESS RAMP PER STATE OF CALIFORNIA 2010 REGISTERED CI VI L ENGINEER C 80507 PLAN RSP A88A. * Exp. 3-31-19 CITY OF BA KERSEI EL Dq�, 0 TRU X TUN AVENUE C V � F of B ERS IELD, CA 93301 REVISIONS No. DA TE DESCRIPTION INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 2 REVISED STANDARD PLAN RSP A88A. F41 3 INSTALL CASE F PEDESTRIAN ACCESS RAMP PER 4 / / REVISED STANDARD PLAN RSP A88A. CONSTRUCTION NOTES: 6.1-1828 CITY RECORD No. File Nome: Downtown Pedestrian Connectivity Drown: 1A SIDEWALK IMPROVEMENTS (%3B 7): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET N0. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: lul. 24, 18 Checked By.- ACCESS RAMPS - R & V STREET 8 OF 77 0 1 2 3 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. n2 CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. F41 CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. n5 CONTRACTOR SHALL INSTALL CASE G PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. DCONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. �J CONTRACTOR SHALL INSTALL TYPE "B" CURB AND GUTTER INCLUDING A 2' WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. n8 CONTRACTOR SHALL REPLACE CONCRETE/H.M.A. AND INSTALL RAISED TRUNCATED DOMES. CONTRACTOR SHALL INSTALL 6.0' CROSS GUTTER PER COB STANDARD ST -7 OR AS OTHERWISE SHOWN ON PLANS. F10 CONTRACTOR SHALL INSTALL DRIVE APPROACH PER COB STANDARD ST -6. in11 , CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -8. n12 CONTRACTOR SHALL INSTALL SIDEWALK PER COB STANDARD ST -9. 13 CONTRACTOR SHALL RECONSTRUCT DRIVE APPROACH. REMOVE AND REPLACE EXISTING CURB AND GUTTER PER COB STANDARD ST -6. 14 E] CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK TO LOWER LANDING AT 6". ADD RETAINING CURB PER DETAIL "C" ON SHEET 10. n15 CONTRACTOR SHALL REMOVE EXISTING CORNER SIDEWALK AND REPLACE WITH SAME RADIUS CURVE. n16 CONTRACTOR SHALL REMOVE AND REPLACE WITH H.M.A. PER STANDARD ST -12. F171 2' MINIMUM WIDE PAVEMENT TIE-IN PER COB STANDARD ST -12. n18 CONTRACTOR SHALL ADJUST/RELOCATE PULLBOX TO GRADE. F-91CONTRACTOR SHALL RELOCATE ROADSIDE SIGN/C.O.B. UTILITY POLE OUT OF PROPOSED RAMP CONSTRUCTION. n2O UTILITIES SHALL BE ADJUSTED BY OTHERS. 6.1-1828 CITY RECORD No. File Nome: Downtown Pedestrian Connectivity Drown: 1A SIDEWALK IMPROVEMENTS (%3B 7): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET N0. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: lul. 24, 18 Checked By.- ACCESS RAMPS - R & V STREET 8 OF 77 0 1 2 3 0000 NlZI rn Q Variable mm Uo Q M O O� Ln 0 N N O -,� �> U a� U a a� 3 0 O .� O V� J O V) a 0 Q 0 -I� U U V) a� 0_ O O D N O 00 O (n U O Cn O 1 2 3 R = f).5" 20" R = 0.5" l5" R = 0.5" 50mm I STANDARD Flowline Elevation of this point shall FESS / (15mm) ( ) (15mm) (40mm) (15mm) I not be below elevation at other end •....... •. • •,: � � QRS �N.�J� 6.0" 24" of this return � • ' ' `� : ��. S i NG/-/ �. " " Lot sure 0 5m 0.6m 6.0 24 A � 1' 3 � � � 0000 0 0 C'p�` (0.1 ) ( ) Street Right -of Wo Line (0.15m 0. lain o � Expansion Joint far. 000 o --� �Var zQ- M Street R/W "'REGIS TERED Cl VlL ENGINEER � C 80507 �, � ° ° . • � Bock edge of driveway to be on Expan ion :•• 4.. -'-'- , ° ° • . : ° o d NOTES: straight �kel alignment unless Joint .\Jy Prop erfy • * EXP. 3-31-19 *, � o A o, • a ' � . `o ° o•oa � � o' $ Flowline ,., ' .e... . '° ...' . °a :..� • . 'd �. ° a °. o �5 Min. otherwise directed by the City Engineer �� 1. All work shell conform to the applicable � of Gutter °' • °• ° • ' °• � sections of the eciFrcotions entitled �• A Cl T Y OF BAKERSFIELD �° lard- :�, .� Land- �e ' ' ; ° •' •- ° �. ' " ,; \�� 15 01 TR U X T U N AVENUE CIV TYPE "A " TYPE "B" Standard Specificafivn� State of California �p�g y � scapurg ° • ° -- . �„ OF CAS �F RELOCATE EXISTING BAKERSFIELD C/� 93301 F O Department of Transportation*, approved cwrent Guttar . °a Flow ' •' • ' � N0 PARK/NG, R = 0.5" _ edition and the following genu not= Flowline • . •' ai7sion Joust Expansion Joint A Expansion Joint • ' .a: LOADING ZONE" I REV/S/ONS o � (15mm 10" (0.25m) Radius • � 24" " of Gutter Curb I's* : • .., �.o�_.. (0.6m) R = 0.5 2. All drive+ray locations ore subject to am 1111. apprLti oval � 10' Min. Cross after Grade = 0.69 Min. �- s '. • •; �: I R = 0.5 ,, � (15mm) by the Traffic Authority and City Engineer and R' ht 32 Max Expansion Joint .• . 1 O � � -. � * No. DA TE DESCRIPTION (15mm) o ^ � N as directed by traffic standard T-20. " 5.0 � •: - `. � . ° � o• � A * For use with 6.0 "curb 7.0' ** STANDARD 6.0' (I.8m) CROSS GUTTER •' � . �. ' ." -• e•° ...� .. a° .. a ° � � J. No driveway construction shell be permitted ** For use with 8.0 curb U � : '; •.: ': � PRO TEC T EXISTING .a .. � o , • . ° ; 4.- a°.• in street � alley retains PLAN "Standard Curb Return Radius TREE IN PLACE is to be 20 (6.Om) unless otherwise See note directions above 4. Subrpode prepavatian shell be constructed approved by City Engineer. ° true to grade and cross section, with compaction T 12" *GU rTER of 95X to a depth of 6.0'. Stardad � Expansion Joint far J ' ( ) vor 37 -4111- 00 50' '� � Street R/W •: 0.3m o � *Gaffer only allowed where approved by City Engineer. 5. Concrete shell be bass "3" and s�iell 24" " � 5' 29 Mox. ' � l/oriable (0.6m) � 4.5.. 5" o slump between 2.5 and _ ' _ ; + • ° . y • • • • '•' ' ' • A • �'' ''' � o Joint . 05 Property cn 41.2 5' Expan ion W ;, 3 ;, • •, •. � . .. ; . • ;. ' .: ' .,� � �S• ae � B Flowline Line I :.° . .. � • •'' . • °' CL TYPE "C » S. Concrete shall contain no additives unless • • ' - 5' N1D£ FAR LIX:At STREETS � g�° ��� . ' • , • . 710 . of Guttera prior written approve/ is obtained from the 6.0" Min 6' N!�' FOR COLLECTOR STREETS ..:4 • • ^•,.. 4. ' EXISTING FLOWLINE City Engineer. • • . °• .a , • . .. -�- . ° . . Standard- SECTIQN A --A Flow. .; , NO TES.er 7. Concrete shall be cured with awhile- ented ,., . 14' P� Flowline B Expansion Joint 1. A// work shall conform to the applicable sections of 10. Weakened plane joints or cold pints shall be constructed ��9 compound complying to Section 90-7.OlB of Gutter Curb m ( 29' the "Standard Specificafions, State of California, Deportment of 15' (4.6m) intervals Expansion joints shall be at each of the Standard Specifications Crossguffer Grade = 0.69 Min. � � C-1 of Tronsportafion; approved current edition, and the side of structures and at ends of curb returnsExpansion Jointfollowing general notes•8 Expansion hurt filer materiel shell consist of11. Type "B" curb and gutter is required on al! Types of Peedstrq�s of a durably resuiart canpound STANDARD 72.0' (3.7m) CROSS GUTTER2. Subgrode preparation for Type "A; "B", and "C" curbs streets unless another is expressly permitted by the9. All existinconcrete curbtter avrd sidewelkandutters shall be constructed Prue torode and cross CitEnineer. g'�,959compactionsecto with compaction of 909 to a deph of 6.0" (0.15m)ygacross the fitce of any proposed dnveway shad/1.0' (0.3m) deep NOTES:�5 below the subgrode. 12. Type "A" curb and gutter is permitted only where be sawcut and removed �v0 2.0" (50mm) W � REL OCA TE EXISTING � 1. All work shall conform to the opplicoble 5. All Crossguffer locations and sizes are � ( ... - approved or required by the City Engineer. a R3 5a "B" 1f1. Existin pavement shell be savant and - , • sections of the specifications entitled to be approved by the City Engineer. 3. Concrete for curb and gutter shall be class B g Pa State of ' and shat/ be within 2.5" to 5.5" 0.14m slump. " " removed a minunum of Z.0' from the � I • �'' `. `:", : � � �' 1_I "Standard Specifications, ,.. •� :; ;:• (65mm) ( ) f3. Type C curb may be permitted by the City Engineer '' - " � �; •. only in Mobile Home Parks, and R -S -2.5A Residential edge of the gutter except when the City Engineer � , I (- 1-=-_•-=(�_) � 1=) � I , California, Department of Transportation , 6. Bearing soil shotl be compacted to 959 (;=-^;-'• . :.: 4. Timber forms shall be surfaced on the on the side /aced y ( has approved the pouring of a new gaffer against 1.0 1•0adopted current edition. of maximum dry density as determined by P Suburban Two -And -One -Half Acre Minimum lot Size) Zone. � next to the concrete and shall not be less than L5" (40mm) the errposed edge of the existing pavement. (0.3m) (0.3m) A.ST.M. D-1557 to a depth of 1 (0.3m) •'' ' '.° ' N � REL OCA TE EXISTING (hick offer being surfaced. 14. Permit for curb and gaffer construction shall accompany 1301(o. 9m)' 3.0' 2. Concrete for cross gutter shall be Class below crossgutfer and LO' (0.3m) to each � °':.. b ..�.: • '� ;:, 11. Pavement shell conform to Cit A and shall conform to the requirements side of the cross utter. Q R32D CA actual work. patching 1' 8.0 (2.4m) 9 29 � � 5. Top and face shall be troweled smooth, then given a Standard ST -l2 P ' of the Standard S ecificofions a final fine brush finish 15. When constructing new curb and gutter, the existing SECTION A -A 7. Concrete shall contain no additives unless pavement shall be sawcut a minimum of 2.0' (0.6m) from 12. A permit for driveway construction shell be J. Expansion joints shall be constructed prior approval is obtained from City Engineer. °' � I PRO TEC T EXISTING 6. Where existing curb and gutters are to be replaced, new the lip of the gutter or as directed by the City Engineer. obtained prior to start of any work. every 30' (9.Om) or as directed by the Z construction shall match existing construction unless otherwise 959 compaction City Engineer. 8. Concrete shall be cured with o whitej' � TREE IN PLACE ' curie compound cam l h directed by the City Engineer. l3. Exisfurg driveways may be sawcut and 1.0 (0.3m) deep pigmented g p yn g to � widened on one side subject to approval 6 3.0" (75mm) 4. Concrete shall be class "A"and slump section 90-7.018 of the std. specifications . '°• ' 7. Concrete shall contain no additives unless prior approval the City Engineer. y shall be within 2.5" (65mm) to 4.5" (0. llm) W is obtained from the City Engineer. FILENAME: ST-1REV FILENAME: ST-6NEW _ FILENAME: ST-7REV (/� I •a :. � DATE 6/2/99 DATE 9/1/10 I ( • •' •'• ''j.�i �• . ';.. R DATE 6/2/99 8. Concrete shall be cured with a white pigmented curing STANDARD SAWN STANDARD DRAWN ((- I=-•=_ .=-1=� I � 1=1 I I STANDARD DRAWN • ' :v � _ _ PRo TEC T EXISTING ecu ,IVH 1• o - - _) 11= - - 1.0' ecu ACCESS RAMP compound complying to section 90-7.018 of the standard CURBS & GUTTER CHECKED CHECKED specifications ►> M. SHAW M. SHAW (0.3m) RESIDENTIAL CHECKED TYPES A �,,,E RESIDENTIAL DRIVE SCALE 6.0' (1.Sm) 6.0' (1.8m) CROSS M. SHAW Pi SCALE 9. Existing sections of curb and gutter shall be sawcut at "B"", & �� C �� SHEET No. N.T.S. S APPROACH SHEET NO. 14' (4.3m) GUTTERS SHEET N.T.S. T.s. the limits of the area to be reconstructed. APPROVED APPROVED APPROVED A TREE SIDEWALK DT TA l T CITY OF BAKERSFIELD ST -1 .CITY OF BAKERSFIELD ST -6 SECTION B -B CITY OF BAKERSFIELD ST- 7 CALIFORNIA CALIFORNIA CALIFORNIA 9 TRUXTUN AVENUE & M STREET NOT TO SCALE CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT Standard curb return radius Expansion shall be 20' 6.1m min. Joint Weakened Expansion Class "A"Portland ( ) � Plane Joint Standard curb return radius Weakened Cement Concrete. Color on local streets and 30 shall be 20 (6.1m) min. Joint and knish to match - (9.1m) min. on all orferiols on local streets and 30' Plane Joint sawcut adjacent pavement. and collectors or tocols at Gutter (9.1m) min. on all arterials • intersections with arterials and collectors or locals at Gutter ° •. a°.• • a a. , V* .. ° ° . • Existing 4' 0.5' or collectors or as directed � ' °. 8 : ° • .: ° intersections with arterials ° • • .. : ° ' °. a 44 ; • ° ° ; Portland Cement f Concrete RW _ by the City Engineer. a • 4 tr .. • or collectors or as direfced 15' (4.6m) Max. ° � �'. :Q ° IQ > by the City Engdo ineer. - •� s.on ° . ' . •° : ;.. p Curb & ' ° ° between joints (75mm) . • •° °• . ° , ° ° ° 0 4' e _ •' • • Curb & 3.0" ♦.. • . •° ,.' • . •• ° • ' Gutter '..d '�, ' . o • ' •. ° �' o (75mm) O O O O O , • ° ° �. • . °.. 15 4.6m Max. � Gutter .. a • 4 r; .. :► .. •.: ♦ • between pints � •� P ° . • �• ° d ° ° °• � O O O O O Select Material 13' CL 77-7 4 ° ' ... • o • � (if required) � ° 4 • .. . ' . '4 . � . ' • I I-� I -I 11= I - I I- I -III � 7' s �; : •. • • Right-of-way °` ° III -1 I I-1 I I-1 I I-1 I 1=1 I I- SA WCU T A T END OF --I g 6.5' � o� ° • ° • . °III=1 I 1=1 I I -I I 1=1 I TTI I 1=1 I I EXISTING ACCESS RAMP I--16' ' • � � �' Right -of --way -•� .: .. . � III -III -III -III -III -I 11- a w 'p ,o •a Backfill - W Combination Sidewalk �arioble o �-• � �.. ' • °' 5.0' (1.5m) Min. �, > .1. �° � ° • • PA TCH IN CONCRETE SURFACE Z.0' Parkway Standard Sidewalk !/orioble . ° v (0.6m) • 3.5' (l.lm) Min. 4.5' (1.4m) Min. ° • � �, " 69 Mox. .�.0' • 2.0' EXISTING BACK REMOVE AND PUT o .,.,• 6. D 29 Min. x (0.6m) OF CURB BACK IN PLACE (0.15m) 29 29 69 Max. 1 � � � ' '� 3 •• ... ,...:. n .-., .:,: ; w � •� � � Ash attic Paint � / o � 6.0" 29 Min. � a .� • . • �,' (0.15m) 29 210.' pBinder sawcut Ashpaltic Paint EXISTING R32D CA � •� 1211 � Binder PLANTER 'A" o a .� •o C 3 .. SCALE:1 -10 3 � T C- 1 �, � .. �- Existing Ashpolt 4 0" � *- •� 4 D" Concrete Pavement (100mm) (O.lm) • - 4-4 ' Asphalt Concrete O O O O O 12" (0.3m) „ „ T teal each side PLANTER C SHALL LINE UP • � ° ° '• : ° * Actual dimension vorys, 3.0' (0.9m) minimum on all O O O O O � WHERE EXISTING WA L K WA Y ° •• street types or as directed by the City Engineer. • � 4.5' Minimum on all local streets NOTES: # , (1.4m) See Rec. &Parks Department for allowable trees Class 11 A re ate Base O O O LOCA TED AS SHOWN -Variable 5.5 (1.7m) Minimum on all orferiols, collectors, schools, 99 9 1. All workmanship and materials shall conform hospitals, commercial, industrial, or as directed by the * #' 1.0' Min. *� 4.5'(1.4m) Minimum on all local streets O O O O O to the requirements set forth in the "Standard City Engineer. (0.3m) 5.5' (1.7m) Minimum on all arterials, collectors, schools, I 1=1 1=1 I = i = i 1=1 1=1 I Specifications, State of California, Department 0, 5' 4' 0.5' ( 4' 4' Variable 6.0(1.8m) Minimum on meandering sidewalk. of Transportation,' approved current edition. hospitals, commercial, industrial, or as directed by the RW RW Variable - - City Engineer. 2. Sawcufs shall be made parallel or of right 60'(1.8m) Minimum on meandering sidewalk. I I (-) I I -I I (-) i I -III -III- • • ' • � • NOTES: "'-"'-"'-"'-"'-"'-"' angles to the centerline of the street. '. • •°. '• , . °: • _ Backfill • . .. " NOTES: 3. Depth of select material, if required, shall be ° ' • , • ' • '° ` � • , •° ', ° . ° • � • •. ° ' • , •°`. 1. All work shall conform to the applicable sections of 8. Sidewalks shall be scored to o minimum depth of 0.125 PATCH IN ASPHALT CONCRETE SURFACE determined in the held by the engineer. ° . ,. •..° °: , the specifications ental/ed Standard Speci>icafions, (5mm) unless otherwise directed by the City Engineer. 1. All work shall conform to the applicable sections of 8. Sidewalks shall be scored to a minimum depth of 0.125 ,13 a' • ' ' • 13 State of California, Deportment of Transportation',' the specifications entitled "Standard Specificafions, (5mm) unless otherwise directed by the City Engineer. 4. Patches less than 2.0 (0.6m) from existing patches, • g � edges of o ent, or utter shall be extended • ° `-• . '' ` e approved current edition. 9. New sidewalk construction in blocks with existing State of California, Department of Transportation", 0.4 (0. lm) Ashpalf P � g. ' • 6.5 • , : ° .. n 6.5 Q Concrete Surfacin to include the intermediate isolated strip of - sidewalk shall conform in dimension and location to approved curLO on rent edition. 9. New sidewalk construction in blocks with existing 9 Asphaltic Paint Binder 14.5' .: . ':. • .; . � �. 14.5' /- existing pavement. 2. Subgrode preparation shall be constructed Prue to those in place, or as directed by the City Engineer. sidewalk shall conform in dimension and location to •: • ° � : ° . . Existing road ° . • .. ° ° p .. ... :. , °. grade and cross section, with compaction of 909 to a 2. Subgrode preparation shall be constructed Prue to those in place, or as approved by the City Engineer. mixed surfacing 5. Minimum patch width shall be Z.0' (0.6m) of its depth of 0.5 (0.15m). 10. Existing sidewalk shall be sawcut and removed of grade and cross section, with compaction of 909 to a smallest dimension, unless otherwise allowed by - the first scoring line of or beyond the planned pint. depth of 0.5' (0.15m). 10. Existing sidewalk shall be sawcut and removed at 0 O 0 0 the city engineer. 3. Concrete shall be Class "A"and shall have a slump the first scoring line at or beyond the planned pint. Select Material between 2.5" (65mm) and 5.5" (140mm). The surface 11. A permit for sidewalk construction and reconstruction 3. Concrete shall be Class "A" and shall hove a slum 6. Reference standards ST -13 and ST -14 for " " p (if required) O 0 O O O compaction requirements REM01/E AND PUT EXISTING BACK OF EXISTING BACK shall be finished to grade and cross section with o float, shall accompany actual work. between 2.5 (65mm) and 5.5 (140mm). The surface 11. A permit for sidewalk construction and reconstruction BACK IN PLACE CURB OF CURB troweled smooth, and finished with o broom. shall be finished to grade and cross section with o aloof, shall accompany actual work. I- I =-III 7. For patch in asphalt concrete unless otherwise EXISTING R3- 5a 12. Any variance in finish, color, or material, from standard troweled smooth, and finished with a broom. I I ) I I -I I -I a//owed by the city engineer. , I -III -III -III -III -III -I I I 4. Concrete shall contain no additives unless prior approval will require approval from the oduisory agency. 12. Any variance in finish, color, or moteri% from standard I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 A. local streets minimum t1.4 (O.lm) asphalt is obtained from the City Engineer. 4. Concrete shall contain no additives unless prior approval will require approval from the advisory agency. Backfill concrete over 0.5 (0.15m) Class lI aggregate ,base PLANTER "B" PLANTER "C" 13. Transitions in sidewalk types must be approved by is obtained from the City Engineer. B. Arterial and collector streets minimum 0.7 (0.2m) 5. Concrete shall be cured with a white pigmented curing the City Engineer. 13. Transitions in sidewalk Types must be approved by the PA TCH /N ROAD MIXED SURFACE asphalt concrete over 1.0 (0.3m) Class 11 aggregate Bose. SCALE: 1' =10 SCALE: 1' =10' compound complying to Section 90-7.018 of the 5. Concrete shall be cured with a white pigmented curing City Engineer. Standard Specifications FILENAME: ST-8REV compound complying to Section 90-7.018 of the FILENAME: ST-9REV FILENAME: ST-12REV DATE Standard Specificafions DATE DATE 6. Weakened Plane Joints shall be installed of 15' (4.6m) 6/2/99 6/2/99 6/2/99 intervals and expansion pints at 60' (18.3m) intervals STANDARD DRAW" ecu 6. Weakened Plane Joints shall be installed at 15' (4.6m) STANDARD DRAWN JCLLJ U STANDARD DRAW" JCU CHECKED ' CHECKED CHECKED Expansion joints shall be located each side of a structure M. SHAW intervals and expansion pints of 60 (18.3m) intervals M. SHAW M. SHAW 6.1-1828 and at the end of curb returns C0MBINATI0N SCALE Expansion pints shall be located each side of a sfrucfure STANDARD �,,,•EPAVEMENT PATCHES �,,,.E SIDEWALK N.T.S. and at the end of curb returns SIDEWALK N.T.S. N.T.S. 7. Expansion ry joint filler material shall consist of APPROVED SHEET N0. APPROVED SHEET N0. APPROVED SHEET N0. pre formed strips of a durable, resilient compound. CITY OF BAKERSFIELD ST_ 8 7. Expansion pint filler material shall consist of CITY OF BAKERSFIELD ST_ 9 CITY OF BAKERSFIELD ST -12 CALIFORNIA pre formed strips of o durable, resilient compound. CALIFORNIA CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT C/ T Y RECORD NO. CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT File Name. -Downtown Pedestrian Connectivity Drawn: 1A SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY sHEEr No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.. P9K225 Engineer. NG • . Date: Jul. 25, 78 Checked By.' CITY STANDARDS &DETAILS 9 OF 11 0000 NlZI rn Q Variable mm Uo Q M O O� Ln 0 N N O -,� �> U a� U a a� 3 0 O .� O V� J O V) a 0 Q 0 -I� U U V) a� 0_ O O D N O 00 O (n U O Cn O 1 2 3 R = f).5" 20" R = 0.5" l5" R = 0.5" 50mm I STANDARD Flowline Elevation of this point shall FESS / (15mm) ( ) (15mm) (40mm) (15mm) I not be below elevation at other end •....... •. • •,: � � QRS �N.�J� 6.0" 24" of this return � • ' ' `� : ��. S i NG/-/ �. " " Lot sure 0 5m 0.6m 6.0 24 A � 1' 3 � � � 0000 0 0 C'p�` (0.1 ) ( ) Street Right -of Wo Line (0.15m 0. lain o � Expansion Joint far. 000 o --� �Var zQ- M Street R/W "'REGIS TERED Cl VlL ENGINEER � C 80507 �, � ° ° . • � Bock edge of driveway to be on Expan ion :•• 4.. -'-'- , ° ° • . : ° o d NOTES: straight �kel alignment unless Joint .\Jy Prop erfy • * EXP. 3-31-19 *, � o A o, • a ' � . `o ° o•oa � � o' $ Flowline ,., ' .e... . '° ...' . °a :..� • . 'd �. ° a °. o �5 Min. otherwise directed by the City Engineer �� 1. All work shell conform to the applicable � of Gutter °' • °• ° • ' °• � sections of the eciFrcotions entitled �• A Cl T Y OF BAKERSFIELD �° lard- :�, .� Land- �e ' ' ; ° •' •- ° �. ' " ,; \�� 15 01 TR U X T U N AVENUE CIV TYPE "A " TYPE "B" Standard Specificafivn� State of California �p�g y � scapurg ° • ° -- . �„ OF CAS �F RELOCATE EXISTING BAKERSFIELD C/� 93301 F O Department of Transportation*, approved cwrent Guttar . °a Flow ' •' • ' � N0 PARK/NG, R = 0.5" _ edition and the following genu not= Flowline • . •' ai7sion Joust Expansion Joint A Expansion Joint • ' .a: LOADING ZONE" I REV/S/ONS o � (15mm 10" (0.25m) Radius • � 24" " of Gutter Curb I's* : • .., �.o�_.. (0.6m) R = 0.5 2. All drive+ray locations ore subject to am 1111. apprLti oval � 10' Min. Cross after Grade = 0.69 Min. �- s '. • •; �: I R = 0.5 ,, � (15mm) by the Traffic Authority and City Engineer and R' ht 32 Max Expansion Joint .• . 1 O � � -. � * No. DA TE DESCRIPTION (15mm) o ^ � N as directed by traffic standard T-20. " 5.0 � •: - `. � . ° � o• � A * For use with 6.0 "curb 7.0' ** STANDARD 6.0' (I.8m) CROSS GUTTER •' � . �. ' ." -• e•° ...� .. a° .. a ° � � J. No driveway construction shell be permitted ** For use with 8.0 curb U � : '; •.: ': � PRO TEC T EXISTING .a .. � o , • . ° ; 4.- a°.• in street � alley retains PLAN "Standard Curb Return Radius TREE IN PLACE is to be 20 (6.Om) unless otherwise See note directions above 4. Subrpode prepavatian shell be constructed approved by City Engineer. ° true to grade and cross section, with compaction T 12" *GU rTER of 95X to a depth of 6.0'. Stardad � Expansion Joint far J ' ( ) vor 37 -4111- 00 50' '� � Street R/W •: 0.3m o � *Gaffer only allowed where approved by City Engineer. 5. Concrete shell be bass "3" and s�iell 24" " � 5' 29 Mox. ' � l/oriable (0.6m) � 4.5.. 5" o slump between 2.5 and _ ' _ ; + • ° . y • • • • '•' ' ' • A • �'' ''' � o Joint . 05 Property cn 41.2 5' Expan ion W ;, 3 ;, • •, •. � . .. ; . • ;. ' .: ' .,� � �S• ae � B Flowline Line I :.° . .. � • •'' . • °' CL TYPE "C » S. Concrete shall contain no additives unless • • ' - 5' N1D£ FAR LIX:At STREETS � g�° ��� . ' • , • . 710 . of Guttera prior written approve/ is obtained from the 6.0" Min 6' N!�' FOR COLLECTOR STREETS ..:4 • • ^•,.. 4. ' EXISTING FLOWLINE City Engineer. • • . °• .a , • . .. -�- . ° . . Standard- SECTIQN A --A Flow. .; , NO TES.er 7. Concrete shall be cured with awhile- ented ,., . 14' P� Flowline B Expansion Joint 1. A// work shall conform to the applicable sections of 10. Weakened plane joints or cold pints shall be constructed ��9 compound complying to Section 90-7.OlB of Gutter Curb m ( 29' the "Standard Specificafions, State of California, Deportment of 15' (4.6m) intervals Expansion joints shall be at each of the Standard Specifications Crossguffer Grade = 0.69 Min. � � C-1 of Tronsportafion; approved current edition, and the side of structures and at ends of curb returnsExpansion Jointfollowing general notes•8 Expansion hurt filer materiel shell consist of11. Type "B" curb and gutter is required on al! Types of Peedstrq�s of a durably resuiart canpound STANDARD 72.0' (3.7m) CROSS GUTTER2. Subgrode preparation for Type "A; "B", and "C" curbs streets unless another is expressly permitted by the9. All existinconcrete curbtter avrd sidewelkandutters shall be constructed Prue torode and cross CitEnineer. g'�,959compactionsecto with compaction of 909 to a deph of 6.0" (0.15m)ygacross the fitce of any proposed dnveway shad/1.0' (0.3m) deep NOTES:�5 below the subgrode. 12. Type "A" curb and gutter is permitted only where be sawcut and removed �v0 2.0" (50mm) W � REL OCA TE EXISTING � 1. All work shall conform to the opplicoble 5. All Crossguffer locations and sizes are � ( ... - approved or required by the City Engineer. a R3 5a "B" 1f1. Existin pavement shell be savant and - , • sections of the specifications entitled to be approved by the City Engineer. 3. Concrete for curb and gutter shall be class B g Pa State of ' and shat/ be within 2.5" to 5.5" 0.14m slump. " " removed a minunum of Z.0' from the � I • �'' `. `:", : � � �' 1_I "Standard Specifications, ,.. •� :; ;:• (65mm) ( ) f3. Type C curb may be permitted by the City Engineer '' - " � �; •. only in Mobile Home Parks, and R -S -2.5A Residential edge of the gutter except when the City Engineer � , I (- 1-=-_•-=(�_) � 1=) � I , California, Department of Transportation , 6. Bearing soil shotl be compacted to 959 (;=-^;-'• . :.: 4. Timber forms shall be surfaced on the on the side /aced y ( has approved the pouring of a new gaffer against 1.0 1•0adopted current edition. of maximum dry density as determined by P Suburban Two -And -One -Half Acre Minimum lot Size) Zone. � next to the concrete and shall not be less than L5" (40mm) the errposed edge of the existing pavement. (0.3m) (0.3m) A.ST.M. D-1557 to a depth of 1 (0.3m) •'' ' '.° ' N � REL OCA TE EXISTING (hick offer being surfaced. 14. Permit for curb and gaffer construction shall accompany 1301(o. 9m)' 3.0' 2. Concrete for cross gutter shall be Class below crossgutfer and LO' (0.3m) to each � °':.. b ..�.: • '� ;:, 11. Pavement shell conform to Cit A and shall conform to the requirements side of the cross utter. Q R32D CA actual work. patching 1' 8.0 (2.4m) 9 29 � � 5. Top and face shall be troweled smooth, then given a Standard ST -l2 P ' of the Standard S ecificofions a final fine brush finish 15. When constructing new curb and gutter, the existing SECTION A -A 7. Concrete shall contain no additives unless pavement shall be sawcut a minimum of 2.0' (0.6m) from 12. A permit for driveway construction shell be J. Expansion joints shall be constructed prior approval is obtained from City Engineer. °' � I PRO TEC T EXISTING 6. Where existing curb and gutters are to be replaced, new the lip of the gutter or as directed by the City Engineer. obtained prior to start of any work. every 30' (9.Om) or as directed by the Z construction shall match existing construction unless otherwise 959 compaction City Engineer. 8. Concrete shall be cured with o whitej' � TREE IN PLACE ' curie compound cam l h directed by the City Engineer. l3. Exisfurg driveways may be sawcut and 1.0 (0.3m) deep pigmented g p yn g to � widened on one side subject to approval 6 3.0" (75mm) 4. Concrete shall be class "A"and slump section 90-7.018 of the std. specifications . '°• ' 7. Concrete shall contain no additives unless prior approval the City Engineer. y shall be within 2.5" (65mm) to 4.5" (0. llm) W is obtained from the City Engineer. FILENAME: ST-1REV FILENAME: ST-6NEW _ FILENAME: ST-7REV (/� I •a :. � DATE 6/2/99 DATE 9/1/10 I ( • •' •'• ''j.�i �• . ';.. R DATE 6/2/99 8. Concrete shall be cured with a white pigmented curing STANDARD SAWN STANDARD DRAWN ((- I=-•=_ .=-1=� I � 1=1 I I STANDARD DRAWN • ' :v � _ _ PRo TEC T EXISTING ecu ,IVH 1• o - - _) 11= - - 1.0' ecu ACCESS RAMP compound complying to section 90-7.018 of the standard CURBS & GUTTER CHECKED CHECKED specifications ►> M. SHAW M. SHAW (0.3m) RESIDENTIAL CHECKED TYPES A �,,,E RESIDENTIAL DRIVE SCALE 6.0' (1.Sm) 6.0' (1.8m) CROSS M. SHAW Pi SCALE 9. Existing sections of curb and gutter shall be sawcut at "B"", & �� C �� SHEET No. N.T.S. S APPROACH SHEET NO. 14' (4.3m) GUTTERS SHEET N.T.S. T.s. the limits of the area to be reconstructed. APPROVED APPROVED APPROVED A TREE SIDEWALK DT TA l T CITY OF BAKERSFIELD ST -1 .CITY OF BAKERSFIELD ST -6 SECTION B -B CITY OF BAKERSFIELD ST- 7 CALIFORNIA CALIFORNIA CALIFORNIA 9 TRUXTUN AVENUE & M STREET NOT TO SCALE CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT Standard curb return radius Expansion shall be 20' 6.1m min. Joint Weakened Expansion Class "A"Portland ( ) � Plane Joint Standard curb return radius Weakened Cement Concrete. Color on local streets and 30 shall be 20 (6.1m) min. Joint and knish to match - (9.1m) min. on all orferiols on local streets and 30' Plane Joint sawcut adjacent pavement. and collectors or tocols at Gutter (9.1m) min. on all arterials • intersections with arterials and collectors or locals at Gutter ° •. a°.• • a a. , V* .. ° ° . • Existing 4' 0.5' or collectors or as directed � ' °. 8 : ° • .: ° intersections with arterials ° • • .. : ° ' °. a 44 ; • ° ° ; Portland Cement f Concrete RW _ by the City Engineer. a • 4 tr .. • or collectors or as direfced 15' (4.6m) Max. ° � �'. :Q ° IQ > by the City Engdo ineer. - •� s.on ° . ' . •° : ;.. p Curb & ' ° ° between joints (75mm) . • •° °• . ° , ° ° ° 0 4' e _ •' • • Curb & 3.0" ♦.. • . •° ,.' • . •• ° • ' Gutter '..d '�, ' . o • ' •. ° �' o (75mm) O O O O O , • ° ° �. • . °.. 15 4.6m Max. � Gutter .. a • 4 r; .. :► .. •.: ♦ • between pints � •� P ° . • �• ° d ° ° °• � O O O O O Select Material 13' CL 77-7 4 ° ' ... • o • � (if required) � ° 4 • .. . ' . '4 . � . ' • I I-� I -I 11= I - I I- I -III � 7' s �; : •. • • Right-of-way °` ° III -1 I I-1 I I-1 I I-1 I 1=1 I I- SA WCU T A T END OF --I g 6.5' � o� ° • ° • . °III=1 I 1=1 I I -I I 1=1 I TTI I 1=1 I I EXISTING ACCESS RAMP I--16' ' • � � �' Right -of --way -•� .: .. . � III -III -III -III -III -I 11- a w 'p ,o •a Backfill - W Combination Sidewalk �arioble o �-• � �.. ' • °' 5.0' (1.5m) Min. �, > .1. �° � ° • • PA TCH IN CONCRETE SURFACE Z.0' Parkway Standard Sidewalk !/orioble . ° v (0.6m) • 3.5' (l.lm) Min. 4.5' (1.4m) Min. ° • � �, " 69 Mox. .�.0' • 2.0' EXISTING BACK REMOVE AND PUT o .,.,• 6. D 29 Min. x (0.6m) OF CURB BACK IN PLACE (0.15m) 29 29 69 Max. 1 � � � ' '� 3 •• ... ,...:. n .-., .:,: ; w � •� � � Ash attic Paint � / o � 6.0" 29 Min. � a .� • . • �,' (0.15m) 29 210.' pBinder sawcut Ashpaltic Paint EXISTING R32D CA � •� 1211 � Binder PLANTER 'A" o a .� •o C 3 .. SCALE:1 -10 3 � T C- 1 �, � .. �- Existing Ashpolt 4 0" � *- •� 4 D" Concrete Pavement (100mm) (O.lm) • - 4-4 ' Asphalt Concrete O O O O O 12" (0.3m) „ „ T teal each side PLANTER C SHALL LINE UP • � ° ° '• : ° * Actual dimension vorys, 3.0' (0.9m) minimum on all O O O O O � WHERE EXISTING WA L K WA Y ° •• street types or as directed by the City Engineer. • � 4.5' Minimum on all local streets NOTES: # , (1.4m) See Rec. &Parks Department for allowable trees Class 11 A re ate Base O O O LOCA TED AS SHOWN -Variable 5.5 (1.7m) Minimum on all orferiols, collectors, schools, 99 9 1. All workmanship and materials shall conform hospitals, commercial, industrial, or as directed by the * #' 1.0' Min. *� 4.5'(1.4m) Minimum on all local streets O O O O O to the requirements set forth in the "Standard City Engineer. (0.3m) 5.5' (1.7m) Minimum on all arterials, collectors, schools, I 1=1 1=1 I = i = i 1=1 1=1 I Specifications, State of California, Department 0, 5' 4' 0.5' ( 4' 4' Variable 6.0(1.8m) Minimum on meandering sidewalk. of Transportation,' approved current edition. hospitals, commercial, industrial, or as directed by the RW RW Variable - - City Engineer. 2. Sawcufs shall be made parallel or of right 60'(1.8m) Minimum on meandering sidewalk. I I (-) I I -I I (-) i I -III -III- • • ' • � • NOTES: "'-"'-"'-"'-"'-"'-"' angles to the centerline of the street. '. • •°. '• , . °: • _ Backfill • . .. " NOTES: 3. Depth of select material, if required, shall be ° ' • , • ' • '° ` � • , •° ', ° . ° • � • •. ° ' • , •°`. 1. All work shall conform to the applicable sections of 8. Sidewalks shall be scored to o minimum depth of 0.125 PATCH IN ASPHALT CONCRETE SURFACE determined in the held by the engineer. ° . ,. •..° °: , the specifications ental/ed Standard Speci>icafions, (5mm) unless otherwise directed by the City Engineer. 1. All work shall conform to the applicable sections of 8. Sidewalks shall be scored to a minimum depth of 0.125 ,13 a' • ' ' • 13 State of California, Deportment of Transportation',' the specifications entitled "Standard Specificafions, (5mm) unless otherwise directed by the City Engineer. 4. Patches less than 2.0 (0.6m) from existing patches, • g � edges of o ent, or utter shall be extended • ° `-• . '' ` e approved current edition. 9. New sidewalk construction in blocks with existing State of California, Department of Transportation", 0.4 (0. lm) Ashpalf P � g. ' • 6.5 • , : ° .. n 6.5 Q Concrete Surfacin to include the intermediate isolated strip of - sidewalk shall conform in dimension and location to approved curLO on rent edition. 9. New sidewalk construction in blocks with existing 9 Asphaltic Paint Binder 14.5' .: . ':. • .; . � �. 14.5' /- existing pavement. 2. Subgrode preparation shall be constructed Prue to those in place, or as directed by the City Engineer. sidewalk shall conform in dimension and location to •: • ° � : ° . . Existing road ° . • .. ° ° p .. ... :. , °. grade and cross section, with compaction of 909 to a 2. Subgrode preparation shall be constructed Prue to those in place, or as approved by the City Engineer. mixed surfacing 5. Minimum patch width shall be Z.0' (0.6m) of its depth of 0.5 (0.15m). 10. Existing sidewalk shall be sawcut and removed of grade and cross section, with compaction of 909 to a smallest dimension, unless otherwise allowed by - the first scoring line of or beyond the planned pint. depth of 0.5' (0.15m). 10. Existing sidewalk shall be sawcut and removed at 0 O 0 0 the city engineer. 3. Concrete shall be Class "A"and shall have a slump the first scoring line at or beyond the planned pint. Select Material between 2.5" (65mm) and 5.5" (140mm). The surface 11. A permit for sidewalk construction and reconstruction 3. Concrete shall be Class "A" and shall hove a slum 6. Reference standards ST -13 and ST -14 for " " p (if required) O 0 O O O compaction requirements REM01/E AND PUT EXISTING BACK OF EXISTING BACK shall be finished to grade and cross section with o float, shall accompany actual work. between 2.5 (65mm) and 5.5 (140mm). The surface 11. A permit for sidewalk construction and reconstruction BACK IN PLACE CURB OF CURB troweled smooth, and finished with o broom. shall be finished to grade and cross section with o aloof, shall accompany actual work. I- I =-III 7. For patch in asphalt concrete unless otherwise EXISTING R3- 5a 12. Any variance in finish, color, or material, from standard troweled smooth, and finished with a broom. I I ) I I -I I -I a//owed by the city engineer. , I -III -III -III -III -III -I I I 4. Concrete shall contain no additives unless prior approval will require approval from the oduisory agency. 12. Any variance in finish, color, or moteri% from standard I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 A. local streets minimum t1.4 (O.lm) asphalt is obtained from the City Engineer. 4. Concrete shall contain no additives unless prior approval will require approval from the advisory agency. Backfill concrete over 0.5 (0.15m) Class lI aggregate ,base PLANTER "B" PLANTER "C" 13. Transitions in sidewalk types must be approved by is obtained from the City Engineer. B. Arterial and collector streets minimum 0.7 (0.2m) 5. Concrete shall be cured with a white pigmented curing the City Engineer. 13. Transitions in sidewalk Types must be approved by the PA TCH /N ROAD MIXED SURFACE asphalt concrete over 1.0 (0.3m) Class 11 aggregate Bose. SCALE: 1' =10 SCALE: 1' =10' compound complying to Section 90-7.018 of the 5. Concrete shall be cured with a white pigmented curing City Engineer. Standard Specifications FILENAME: ST-8REV compound complying to Section 90-7.018 of the FILENAME: ST-9REV FILENAME: ST-12REV DATE Standard Specificafions DATE DATE 6. Weakened Plane Joints shall be installed of 15' (4.6m) 6/2/99 6/2/99 6/2/99 intervals and expansion pints at 60' (18.3m) intervals STANDARD DRAW" ecu 6. Weakened Plane Joints shall be installed at 15' (4.6m) STANDARD DRAWN JCLLJ U STANDARD DRAW" JCU CHECKED ' CHECKED CHECKED Expansion joints shall be located each side of a structure M. SHAW intervals and expansion pints of 60 (18.3m) intervals M. SHAW M. SHAW 6.1-1828 and at the end of curb returns C0MBINATI0N SCALE Expansion pints shall be located each side of a sfrucfure STANDARD �,,,•EPAVEMENT PATCHES �,,,.E SIDEWALK N.T.S. and at the end of curb returns SIDEWALK N.T.S. N.T.S. 7. Expansion ry joint filler material shall consist of APPROVED SHEET N0. APPROVED SHEET N0. APPROVED SHEET N0. pre formed strips of a durable, resilient compound. CITY OF BAKERSFIELD ST_ 8 7. Expansion pint filler material shall consist of CITY OF BAKERSFIELD ST_ 9 CITY OF BAKERSFIELD ST -12 CALIFORNIA pre formed strips of o durable, resilient compound. CALIFORNIA CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT C/ T Y RECORD NO. CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT File Name. -Downtown Pedestrian Connectivity Drawn: 1A SIDEWALK IMPROVEMENTS (SB 1): DOWNTOWN PEDESTRIAN CONNECTIVITY sHEEr No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.. P9K225 Engineer. NG • . Date: Jul. 25, 78 Checked By.' CITY STANDARDS &DETAILS 9 OF 11 N Q 0 Q c m 0 0 J n n 00 O N O Q V) L C_ I- U N 0 +' V) n C_ 0 C_ V) L C_ O V O 0 Q O U C_ 0 .a V) N n O O LON 00 n 00 O O V) 0 ryO n / M Cost iron or steel cap with set screws - 0 N GENERAL NOTES: 12" (0.3m) concrete 9.0" 9, 0" collar (if not located Water roof next Slope away from Pull Box in sidewalk) P 0.5" Rod 0.23m 0.23 I IOC tion 5 0" 4 0" 5 0" An" I og 6.0 1.8m) 0.13m � D.IOm 1. POLES: TYPE 15-26' TALL, ROUND TAPERED, GALVANIZED POLE WITH 12' ELLIPTICAL MAST ARM HAVING 24" ELEVATION FOR A 28' LUMINAIRE MOUNTING HEIGHT (DETAIL A/2). Right-of-way 3. CONDUITS: --. See detail ST -24 for mounted street 0 o TYPE 15S-18' TALL, ROUND TAPERED, GALVANIZED POLE WITH 12' ELLIPTICAL MAST ARM HAVING 24" ELEVATION FOR A 20' LUMINAIRE MOUNTING HEIGHT �- Light Pole • o� II �•.• �° ... i'Y.•'.a ..)(I- (DETAIL B/2). INSTALL CONDUITS SO THAT THEY ARE NEATLY ARRANGED IN CENTER PORTION OF BOX, ENTERING BOX PLUMB. N 4.0" x 6.5" (100mm x 165mm) Handhole and Pull Box, see 4"X 6-1/2" HAND -HOLE COVER WITH 1/4" x 1-1/2" REINFORCEMENT RING WELDED TO OUTSIDE OF POLE. STEEL HAND HOLE COVER TO HAVE TWO standard ST -23 '�• INSTALL END BELLS ON ALL CONDUITS. No grout Weephole on 1/4-20 STAINLESS STEEL TAMPERPROOF HEX REJECT SCREWS. 12" under pole street side inside of pole opposite handhole. (0.3m) 0 Lon ° INSTALL HOT DIPPED GALVANIZED NUTS AND LEVELING WASHERS ON TOP AND BOTTOM OF FLANGE BASE. INSTALL GROUT UNDER BASE AFTER LEVELING. 12" x 12" x 1.0" (0.3m x 0.3m x 25mm) Bose 1.25' MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE. plate (see detail above • .d •• •. d .. ' �: 4. WIRING: (0.4m) BASE PLATE (PROFILE) BOLT CIRCLE 11", BOLTS ASTM A-307 1"x36"x4" WITH HEX NUT, LEVELING NUT & TWO WASHERS PER BOLT. REFER TO PLAN FOR WIRE SIZE IN EACH CONDUIT RUN. Pole Dio. t 0.0625" (2mm) a.•",`.• '' ': 2. PULL BOX: (25mm x 0.9m x 100mm) with hex nut, leveling I Right-of-way MINIMUM CONDUCTOR SIZE IS #10 THW STRANDED COPPER IN NEW CONDUITS AND POLES, UNLESS OTHERWISE NOTED. nut, and two washers for each bolt. BOX- OLDCASTLE B1017 OR APPROVED EQUAL WITH GALVANIZED STEEL SKID RESISTANT BOLT DOWN LOCKING LID MARKED STREET LIGHTS.. . 11" (0.3m) min. Wall USE BLACK FOR PHASE 'A' & RED FOR PHASE 'B'. 2.0" (50mm) grout under base after leveling ° 8m) "'. bolt circle LOCATE PULL -BOXES AS INDICATED ON PLAN, MAXIMUM 2' FROM POLE BASE. INSULATE SPLICES WITH HEAVY WALL ADHESIVE BASED HEAT SHRINK TUBING (3M 0400, 0800, 1100 OR APPROVED EQUAL), INSTALL 1.5" OF HEAT SHRINK :'. :' • ;° PAST EACH END OF SPLICE, WHEN PARALLEL SPLICES ARE MADE -INSTALL 3" OF HEAT SHRINK PAST EACH END OF SPLICE AND CRIMP THE SPLICE WITH INSTALL 8" MINIMUM THICKNESS OF 3/4" CRUSHED ROCK UNDER BOX FOR DRAINAGE. I,,I I "•' ; ' ::�'' ''' "" 11.5" (0.3m) max. ,,II MAKE CRIMPS PER MANUFACTURES INSTRUCTIONS. bolt circle • INSTALL 2" MORTAR BED ON GRAVEL TO SEAL BOTTOM OF BOX. BASE PLATE (PLAN) a. ! `= " •` INSTALL 3/4" PVC DRAIN PIPE TO ALLEVIATE STANDING WATER IN PULL BOX. 0400 HEAT SHRINK (OR APPROVED EQUAL) OVER TERMINATIONS WITH AT LEAST 1" OF HEAT SHRINK TUBING PAST CONNECTION OVER CONDUCTOR Class non- FILENAME: ST-22REV 1/2" X 8' COPPER CLAD GROUND RODS ARE REQUIRED IN BOXES FEEDING POLES ONLY -NOT IN INTERMEDIATE PULL BOXES 12" (0.3m) concrete 9.0" 9, 0" collar (if not located Water roof next Slope away from Pull Box in sidewalk) P 0.5" Rod 0.23m 0.23 I IOC tion 5 0" 4 0" 5 0" An" I og o 0.13m � D.IOm 0.13m Right-of-way 3. CONDUITS: --. See detail ST -24 for mounted street 0 CONDUITS TO BE GRAY PVC SCHEDULE 40- 1-1/2" FROM POLE TO PULL BOX USE 2 CONDUIT BETWEEN PULL BOXES ON LONG RUNS. I I light numbering. Light Pole • o� II �•.• �° ... i'Y.•'.a ..)(I- REVISIONS INSTALL CONDUITS SO THAT THEY ARE NEATLY ARRANGED IN CENTER PORTION OF BOX, ENTERING BOX PLUMB. N 4.0" x 6.5" (100mm x 165mm) Handhole and Pull Box, see cover with 0.25" x 1.5" (6.5mm x 40mm) standard ST -23 '�• INSTALL END BELLS ON ALL CONDUITS. reinforcement ring welded to outside of hole. 4 SEAL CONDUITS WITH DUCT SEAL, COMPLETELY SEALING AROUND CONDUCTORS AND AT LEAST 1" THICK. 0.5 (15mm) 13 NC grounding nut welded to USE 18" RADIUS MINIMUM SWEEPS ON ALL BENDS -EXCEPTION STANDARD SWEEPS ARE OK ON SHORT RUNS BETWEEN PULL BOX AND POLE. inside of pole opposite handhole. 0 Lon ° RUNS SHALL HAVE NO MORE THAN A TOTAL OF 270 DEGREES OF BENDS BETWEEN PULLING POINTS. 12" x 12" x 1.0" (0.3m x 0.3m x 25mm) Bose :'; '.. .: R .. MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE. plate (see detail above • .d •• •. d .. ' �: 4. WIRING: REFER TO PLAN FOR WIRE SIZE IN EACH CONDUIT RUN. 4 ASTM A-307 anchor bolts, 1.0" x 3.0' x 4.0" a.•",`.• '' ': (25mm x 0.9m x 100mm) with hex nut, leveling I Right-of-way MINIMUM CONDUCTOR SIZE IS #10 THW STRANDED COPPER IN NEW CONDUITS AND POLES, UNLESS OTHERWISE NOTED. nut, and two washers for each bolt. o. ,.. Wall USE BLACK FOR PHASE 'A' & RED FOR PHASE 'B'. 2.0" (50mm) grout under base after leveling ° 8m) "'. SPLICES IN PULL BOXES SHALL BE MADE WITH STANDARD TIN PLATED UNISULATED COMPRESSION SPLICES OR COPPER COMPRESSION PARALLEL SPLICE, : (0 INSULATE SPLICES WITH HEAVY WALL ADHESIVE BASED HEAT SHRINK TUBING (3M 0400, 0800, 1100 OR APPROVED EQUAL), INSTALL 1.5" OF HEAT SHRINK :'. :' • ;° PAST EACH END OF SPLICE, WHEN PARALLEL SPLICES ARE MADE -INSTALL 3" OF HEAT SHRINK PAST EACH END OF SPLICE AND CRIMP THE SPLICE WITH I,,I I "•' ; ' ::�'' ''' "" NEEDLE NOSE PLIERS UNTIL THE ADHESIVE HAS COOLED CREATING A WATER TIGHT SEAL AROUND EACH INDIVIDUAL CONDUCTOR. USE PROPER TOOLS TO ,,II MAKE CRIMPS PER MANUFACTURES INSTRUCTIONS. 1.5" (40mm) Conduit with TYPICAL LOCA TION DETAILS GROUND WIRE FROM POLE BASE TO GROUND ROD SHALL BE #8 MINIMUM. 12 (0Jm) min. radius bend THE CIRCUIT SHALL BE FUSED IN THE PULL BOX ADJACENT TO THE POLE. FUSE HOLDERS SHALL BE FERRAZ SHAWMUT FEX-11-11 600V 30A. INSTALL 3M "8" 0400 HEAT SHRINK (OR APPROVED EQUAL) OVER TERMINATIONS WITH AT LEAST 1" OF HEAT SHRINK TUBING PAST CONNECTION OVER CONDUCTOR Class non- FILENAME: ST-22REV INSULATION. reinforced field- DATE cast foundation 6/2/99 STANDARDDRAWN FUSES SHALL BE 6A RATED - BUSSMAN KTK6-NO EXCEPTIONS. JCU CHECKED 5. LUMINAIRES: 2.5 STREET LIGHT M. SHA LUMINAIRES SHALL BE LED TYPE ONLY- REFER TO PLAN & DETAILS FOR FIXTURE TYPES. (0.8m) MAST ARM TYPE SCALE N.T.S. SHEET NO. INSTALL TORK 2007A TWISTLOCK PHOTOCELL ORIENTED NORTH. APPROVED CITY OF BAKERSFIELD ST- 22 6. INSTALLATION: CALIFORNIA ALL WORK SHALL BE PERFORMED BY A LICENSED C10 ELECTRICAL CONTRACTOR UNDER JOURNEYMAN LEVEL SUPERVISION. CITY ENGINEER PUBLIC WORKS DEPARTMENT 12" (0.3m) concrete 9.0" 9, 0" collar (if not located Water roof next Slope away from Pull Box in sidewalk) P 0.5" Rod 0.23m 0.23 I IOC tion 5 0" 4 0" 5 0" An" I og 13mm ( ) T}picol 0.13m � D.IOm 0.13m • 010m) R G S TERED C777 -I -�-1 I �•' �' :.a '' �;.. ' t I II LEI 11-1 11-1 11-1 11-1 I I I I F CF CA1-\F o� II �•.• •s{ ... i'Y.•'.a ..)(I- REVISIONS No. o DES CRIP TION �2 4 14 °. Lon ° I-I-III-III-� II e °° rj�� Rebar e, TYPE "B" CURB PER C.O.B. ST -1 EXISTING HILL GRADE - 5' 6" 2" 6" l 6" 'CONSTRUCT HILL GRADE TO 4: 1 SLOPE MAX ♦ CONSTRUCT CURB & GUTTER \",.-CONSTRUCT SIDEWALK CONSTRUCT RETAINING STRAIGHT GRADE PER C.O.B. ST -8 CURB AT BACK OF SIDEWALK RE- ]FAINING CURB DETAIL V STREET AND 22ND STREET I R5' TYP. T REL OCA TE EXISTING W11-2 & W16 -7P 4 36' TYP, 25' TYP. MATCH EXISTING TYPE "M" MEDIAN CURB (TYPICAL INSIDE & OUTSIDE) NOTCH CURBS TO PROVIDE DRAINAGE ACCESS EXISTING ELECTRICAL PULL BOX TO BE ADJUSTED TO GRADE 1' TYP. R1' 00000000000 00000000000 O...µ0. 0-0- 0--Q 0_0_ 0- rolNCA TED DOMES REMOVE EXISTING MEDIAN AND MOW CURB NOT TO SCALE --10' TYP. TRUNCA TED DOMES p. 00000000000 00000000000 00000000000 I 35' $' 4 NOTCH CURBS TO PROVIDE J 2' TYP. DRAINAGE ACCESS MA TCH EXISTING TYPE "M" MEDIAN CURB (TYPICAL INSIDE & OUTSIDE) an SOLID CONCRETE FOR ENTIRE "CROSSWALK MEDIAN ISLAND" WALKWAY WITHIN THE MEDIAN SHALL BE CONCRETE AND BE LISTED UNDER SIDEWALK BID ITEM ,f3 1/2 (N9) <' 2.0" (50mm) Min. 4.0• .. (4S NV a (O.1Brrl). Pre -cost concrete .4 °° . Pull Box _ °36' TYP. 10' 0 0OV0 0 0 0 0 14 Rebar, 8.0" (0.2m) long, � o ° spaced at 4.0' (1.2m) intervals, Duct Seal Plug Iin set in L•1 PCand Sand Mortar. O �- GRADE -10' TYP. TIE-IN TIE-IN Schedule 40-1.5"(40mm) N 00000000000 PVC electric conduit 0.75' (20mm) max. TYPE "M" MEDIAN CURB TYPE M- 7 MEDIAN CURB 3 000000000 size gravel bed (FORMED) "�, j y'� `, (() y1 �`<T4 000000000001 4 �`:, �di. �0 ♦", ..` v. j B♦,. �r ." �.6„�..'�•.,'�,.`�`/ ;O```�! •"6 r 8 8 i`5�,.�f f•.��..,,`1..;. 16 . ! � ;�f `f>°ti.° �.�'h.9`y O,` ` .`�6 d ��, ! " 4••.. d `.``. 12" (0.3m) Min. Radius 9.0" EXISTING AGGREGATE BASE NOTCH CURBS TO PROVIDE MATCH EXISTING TYPE "M" To Utility Service NOTESS0"(0.23m) 40" DRAINAGE ACCESS MEDIAN FOR TIE-IN TRUNCATED DOMES --■-- To Street Light 0.5" or 0.625" x 8.0' 1. All work sholl conform to the o licable sections of the (13mm or 16mm x 2.4m) PP (0.13m) (0. i m) Grounding Rod (at street "Standard Specifications, State of California, Deportment of Transportation-, approved current edition, and the o light pull box only) following general notes.-° " .• . • : ° a 0: •. 2. Subgrode preparation shall be constructed true to 4 ' o PULL BOX DETAIL grade and cross section with compaction of 907 to a °• o A MEDIAN DETAIL - FULL DEPTH CONSTRUCTION "'- depth of 0.5' (0.15m) below subgrode. 4 04 . 4 d Coil conductors and secure fuse holder " " " ° 10 CHESTER AVENUE & 22ND STREET SCALE: 1"=5' and splices at fop of pull box with 3. Concrete shall be Class B and shall be within 2.5 ° cable ties Waterproof in-line fuse (65mm) to 5.5" (0.14m) slump. S 1.5'- 2.0' . holder (at street light pull box only). o 4. Amber forms shall be surfaced on the side placed (0, 0.0etw next to the concrete and shall be less than 1.5" (40mm) 0 0 stocckk wire between thick after being d. connections g surfaceTYPE "M-2" MEDIAN CURB L I G H T I N G 5. Top and Face shall be troweled smooth, then given a (FORMED) final fine brush finish. VARIES AT EACH LOCATION - Waterproof 6. Where existing curbs are to be replaced, new JOINTS: - Splice construction shall match existing construction unless (o) Formed Curbs Expansion pints shall be constructed 6" otherwise approved by the City Engineer. ever 30' 91m with weakened lane joints at l5' 4 6m �8 Bare Solid y (• ) P p • (• ) Ground Kire TYPE "B" CURB COVER DETAIL � 7. Concrete shall contain no additives unless prior approval (b) Extruded Curbs- Weakened plane joints sholl be PER C.O.B. ST -1 is obtained from the City Engineer. constructed at 15' (4.6m) intervals 4" Direct Burial 6" Ground Clamp 8. Concrete shall be cured with a white pigmented curing (c) Two 14 longitudinal rebars shall be placed between NO TES' compound complying to section 90-7.018 of the the curb and the nose section. Bars shall have a 2.0" 6" Standard Specifications (50mm) minimum vertical clearance and shall be embedded 1Locate street light pull box in sidewalk within . INNER BOX DETAIL ) street standard. 2.0' 0.6m into the curb and nose section.` 5.0'( 1.5m of light )�� �•`� ( 9. Existing sections of curb shall be sawcut at the limits of the area to be reconstructed.'/ 2. Remove cover before placing concrete. Keep FILENAME: ST-23REV FILENAME: ST-2REV P;•� SIDEWALK inside of box free of overspill. DATE 6/2/99 10. Type "M-1" and "M-2' Medion Curb only allowed DATE 6/2/99 CONSTRUCT RETAINING STANDARD y y 9 STANDARD CONSTRUCT CURB & GUTTER CURB AT BACK OF DRAWN as directed b the Cif Engineer. DRAWN 3. Pull box shall be size 3 1/2 and shall be located GEG JCU SIDEWALK within 50'(1.5m) of the street light and installed STREET LIGHT CHECKED MEDIAN CURBS CHECKED " M. SHAW 11. Median curb to be constructed with forms or be ,� „ M. SHAW flush with the sidewalk. Grave/ (0.75 or 20mm PULL B 0 X TYPE M RETAINING CURB DETAIL 6.1-1828 max.) shall be placed under the pull box for DETAILS �� N.T.S. controlled horizontally and vertically with sfringline. "M-1)) & "M - 2" SCALE N.T.S. (�' drainage. Pull box cover shall be marked t0 APPROVED SHEET N0. APPROVED SHEET NO. identify it as street lighting. Pull box sholl be CITY OF BAKERSFIELD ST -23 CITY OF BAKERSFIELD ST- 2 10 VARIOUS LOCATIONS NOT TO SCALE pre cast concrete. CALIFORNIA CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT Cl T Y RECORD No. File Name., Downtown Pedestrian Connectivity Drawn: lAG Job No.. P9K225 Engineer. NG (SB SIDEWALK IMPROVEMENTS B : DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET No. CITY DF BAKERSFIELD, CALIFORNIA PUBLIC CORKSDEPARTMENT Date: Aug. 2, 78 Checked By Afy CITY STANDARDS &DETAILS 70 OF 11 O 1 2 3 QRpFESS/CNS` o S 1 NG/ -j R G S TERED C777 ENGINEERry C 80507 * Exp. 3-31-19 CITY OF BAKERSFIELD CIVi\_ 1501 N VENUE F CF CA1-\F BAKERSFIELD 9330 1 REVISIONS No. DA TE DES CRIP TION �2 �3T --10' TYP. TRUNCA TED DOMES p. 00000000000 00000000000 00000000000 I 35' $' 4 NOTCH CURBS TO PROVIDE J 2' TYP. DRAINAGE ACCESS MA TCH EXISTING TYPE "M" MEDIAN CURB (TYPICAL INSIDE & OUTSIDE) an SOLID CONCRETE FOR ENTIRE "CROSSWALK MEDIAN ISLAND" WALKWAY WITHIN THE MEDIAN SHALL BE CONCRETE AND BE LISTED UNDER SIDEWALK BID ITEM ,f3 1/2 (N9) <' 2.0" (50mm) Min. 4.0• .. (4S NV a (O.1Brrl). Pre -cost concrete .4 °° . Pull Box _ °36' TYP. 10' 0 0OV0 0 0 0 0 14 Rebar, 8.0" (0.2m) long, � o ° spaced at 4.0' (1.2m) intervals, Duct Seal Plug Iin set in L•1 PCand Sand Mortar. O �- GRADE -10' TYP. TIE-IN TIE-IN Schedule 40-1.5"(40mm) N 00000000000 PVC electric conduit 0.75' (20mm) max. TYPE "M" MEDIAN CURB TYPE M- 7 MEDIAN CURB 3 000000000 size gravel bed (FORMED) "�, j y'� `, (() y1 �`<T4 000000000001 4 �`:, �di. �0 ♦", ..` v. j B♦,. �r ." �.6„�..'�•.,'�,.`�`/ ;O```�! •"6 r 8 8 i`5�,.�f f•.��..,,`1..;. 16 . ! � ;�f `f>°ti.° �.�'h.9`y O,` ` .`�6 d ��, ! " 4••.. d `.``. 12" (0.3m) Min. Radius 9.0" EXISTING AGGREGATE BASE NOTCH CURBS TO PROVIDE MATCH EXISTING TYPE "M" To Utility Service NOTESS0"(0.23m) 40" DRAINAGE ACCESS MEDIAN FOR TIE-IN TRUNCATED DOMES --■-- To Street Light 0.5" or 0.625" x 8.0' 1. All work sholl conform to the o licable sections of the (13mm or 16mm x 2.4m) PP (0.13m) (0. i m) Grounding Rod (at street "Standard Specifications, State of California, Deportment of Transportation-, approved current edition, and the o light pull box only) following general notes.-° " .• . • : ° a 0: •. 2. Subgrode preparation shall be constructed true to 4 ' o PULL BOX DETAIL grade and cross section with compaction of 907 to a °• o A MEDIAN DETAIL - FULL DEPTH CONSTRUCTION "'- depth of 0.5' (0.15m) below subgrode. 4 04 . 4 d Coil conductors and secure fuse holder " " " ° 10 CHESTER AVENUE & 22ND STREET SCALE: 1"=5' and splices at fop of pull box with 3. Concrete shall be Class B and shall be within 2.5 ° cable ties Waterproof in-line fuse (65mm) to 5.5" (0.14m) slump. S 1.5'- 2.0' . holder (at street light pull box only). o 4. Amber forms shall be surfaced on the side placed (0, 0.0etw next to the concrete and shall be less than 1.5" (40mm) 0 0 stocckk wire between thick after being d. connections g surfaceTYPE "M-2" MEDIAN CURB L I G H T I N G 5. Top and Face shall be troweled smooth, then given a (FORMED) final fine brush finish. VARIES AT EACH LOCATION - Waterproof 6. Where existing curbs are to be replaced, new JOINTS: - Splice construction shall match existing construction unless (o) Formed Curbs Expansion pints shall be constructed 6" otherwise approved by the City Engineer. ever 30' 91m with weakened lane joints at l5' 4 6m �8 Bare Solid y (• ) P p • (• ) Ground Kire TYPE "B" CURB COVER DETAIL � 7. Concrete shall contain no additives unless prior approval (b) Extruded Curbs- Weakened plane joints sholl be PER C.O.B. ST -1 is obtained from the City Engineer. constructed at 15' (4.6m) intervals 4" Direct Burial 6" Ground Clamp 8. Concrete shall be cured with a white pigmented curing (c) Two 14 longitudinal rebars shall be placed between NO TES' compound complying to section 90-7.018 of the the curb and the nose section. Bars shall have a 2.0" 6" Standard Specifications (50mm) minimum vertical clearance and shall be embedded 1Locate street light pull box in sidewalk within . INNER BOX DETAIL ) street standard. 2.0' 0.6m into the curb and nose section.` 5.0'( 1.5m of light )�� �•`� ( 9. Existing sections of curb shall be sawcut at the limits of the area to be reconstructed.'/ 2. Remove cover before placing concrete. Keep FILENAME: ST-23REV FILENAME: ST-2REV P;•� SIDEWALK inside of box free of overspill. DATE 6/2/99 10. Type "M-1" and "M-2' Medion Curb only allowed DATE 6/2/99 CONSTRUCT RETAINING STANDARD y y 9 STANDARD CONSTRUCT CURB & GUTTER CURB AT BACK OF DRAWN as directed b the Cif Engineer. DRAWN 3. Pull box shall be size 3 1/2 and shall be located GEG JCU SIDEWALK within 50'(1.5m) of the street light and installed STREET LIGHT CHECKED MEDIAN CURBS CHECKED " M. SHAW 11. Median curb to be constructed with forms or be ,� „ M. SHAW flush with the sidewalk. Grave/ (0.75 or 20mm PULL B 0 X TYPE M RETAINING CURB DETAIL 6.1-1828 max.) shall be placed under the pull box for DETAILS �� N.T.S. controlled horizontally and vertically with sfringline. "M-1)) & "M - 2" SCALE N.T.S. (�' drainage. Pull box cover shall be marked t0 APPROVED SHEET N0. APPROVED SHEET NO. identify it as street lighting. Pull box sholl be CITY OF BAKERSFIELD ST -23 CITY OF BAKERSFIELD ST- 2 10 VARIOUS LOCATIONS NOT TO SCALE pre cast concrete. CALIFORNIA CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT Cl T Y RECORD No. File Name., Downtown Pedestrian Connectivity Drawn: lAG Job No.. P9K225 Engineer. NG (SB SIDEWALK IMPROVEMENTS B : DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET No. CITY DF BAKERSFIELD, CALIFORNIA PUBLIC CORKSDEPARTMENT Date: Aug. 2, 78 Checked By Afy CITY STANDARDS &DETAILS 70 OF 11 O 1 2 3 N ryQ c� a V) W n LLJF- F- 0 0 ^II 0— N N 00 0 N U) N n F- a� a� V) V) 0 V 0 L 0 0 0 V a� C- U 0 U) a) a� n 0 c 0 0 LON N rn n rn 0 N o W 0 ry 0_ / ,m -` Jjj� e�'ryy��,kdt "` `�t�x•�>�5:....+.•%`d �tx.. si �a'f y,; NT 10-4 00 114- 00 12-1-00 13+00 + iI (2) x .a..J ` •T •411 IM-79AR �f...ti4 i':t .,«.»x......w- aa:f3i. tt�r I 4st � � I I •y�� nee t• Ym'ka'•.'k `� A r<a � � I i~• !ter: I I STA.. END CURB AND GUTTER; E.C.R.; FL. ELEV. 295.67' STA. 11 +53.8424.5' RT 1 � , i °--------------- Y At• z +iY - .,... «.... ,..x.. .wx�. x....- .�,.,. .,x.r ...... .,.... vxx. ..,.�,. f z. -3�f � - r ,,.,x,,. :.,,�L' :;,� x,'•Y�'x� �'�„"•l.�,p �xxrx:xx�f"�,"'.::"',.,.;'�:"�� s>r s,yaa k."ir ..�........:.xxx..x• xxxw..x.. ....•. .xx.., xxx.. ....... .....» xxx.. «.•xr. .rxx. .xx.. xxxx x.,..r. ..x... .xrxx .w.w.:..xr.., x..r» xrxx, x.•xx ,x..•.. .xxx. xxx• xxxx ,..rra rxxrx xxxx xxxx ....... xxx.. �� 74-1-00 75+00 76+00 V --------------------------rxx,x..xxx.xxxx.,..x. ".y. .Y ,tu )"'. "'%'^."ye':x'r.�.. '"w ':C:w^rY<• �x:se Z>"t°' ✓'.kw'w'R.S< .� a' '� s � <�.� d :. .x'* .. <:,. '� Y: .+�. wf., ;�- ss 2">d �� ..S Yrs i 4.. -ir. ^LM,:J:'<',.s�.x".'4:-' 'a'.w.ww'"� >'.w".a,:%"��` .�. .�'. :.bi" � '�'' . t,g ^r. y t`�• 4"u'. �..tr: Y.; ¢ i sM l 1 �I I I j s I I 5 if �77- I I ,r. T �t I :z I I mm I I f S . E t �"�x• "w f .•� �. �E A f ~� V h' i'J 5 t S l yf S .✓ •z. /r .h vx„x xxxx ..xrxr - xxx. •r....•, vxx... w.xx xxu xxxx vxxrr vrrrr., x h \ C 101111 Y < s, M 4 2'?. • ,•xxxxxr xxx,.xxx.. .xx•...•x• xxxxx„,,. ^^ ..xx. •.xr/ / �� I"`� xxxxxx xx..xx..rx xrxrxrxrx xxxxxxx «xx xxxxrxxx xxxxxxxx xxxxxxxx. ' xav"xx3r �Sa k:be:,o'oa,.`now ••.•�'.w:.::,wu„� 'xx'xe �.rr � � ,vx� . xxx, xx••.. �^ � 77-/-00111 78+00 19-1-00 20+00 21-1-00 27+80 STREET 3 "yrvx...rx. vrxx. v..rr. r..rxx xxrx .•.xr.. ....rx. xxxx ........ vxx..v wxn .xrxx xr..i.. vxm eG S �z?sf.� � vx...rrr..•.r. ......rr...r.. ,+wr..rxvxv anwxµvrw rrxrxrr..r... ..�vxx... .r.....r....... ----------------------------------- ------------ -------------- w uv. .x. .•x. xr. xx w. x.. my w xw xx ..xv. .x. .xx w. vrx xrw xx +w. v.., xrw rx. vrx wx w, rw ..w m. xm ..x vx..•ri xxxx xxxx — x rr r• ..xx., — — x•xx• .v,.x. .T _xx xxxx xxx. _ xx �.,x - - - x,�„ .xxxx. ,�,. xr,�, xxxx .,xxk� — — f Or - - - - J i'l W { (f) if S N N I N I II I i �'\ v I� ----- I sYr AERIAL MAP J�J I SCALE:1 =50 di Ir STA. 11 +96.11 26.46' RT END CURB AND GUTTER; BEGIN CURB AND GUTTER; MATCH E.C.R.; FL. ELEV. 295.68' °CURB RETURN PV ° CURVE DATA a C ° o.. e w •.°.. OOOO 0000 R= 5.00)0000' v ..,• .,e� oe :.a e. .. e• �e.. a� OOOO L— 15.35' V. RW 3 RW STA. 11 +89.1236.96' RT STA. 11 +89.1236.96' RT BEGIN CURB AND GUTTER; BEGIN CURB AND GUTTER; B.C.R.; FL. ELEV. 295.71' B.C.R.; FL. ELEV. 295.71' V ST. B TVVN 79TH & 20TH (NE CORNER TIE IN CURB AND GUTTER MATCH EXISTING FL .° 2 0000 000000 000 0 eo:0 6 RW 4 TIE IN CURB AND GUTTER MATCH EXISTING FL V ST. & 22ND (SE CORNER CURB RETURN CURVE DATA R= 15.00' L= 23.56' NOT TO SCALE NOT TO SCALE STA. 13+19.3841.62' RT END CURB AND GUTTER; E.C.R.; FL. ELEV. 296.03' 2 1 ° • 0 0000 0 00 000 00 o0O 0 O STA. 13+19.3845.80' RT END CURB AND GUTTER; E.C.R.; FL. ELEV. 296.04' CURB RETURN CURVE DATA R= 15.00' L= 27.99' STA. 13+04.4426.38' RT BEGIN CURB AND GUTTER; B.C.R.; FL. ELEV. 295.96' MV V ST. & 20TH (SE CORNER) NOT TO SCALE TIE IN EXISTING BACK OF •CURB N: 2325047.402' E: 6262424.874' DESIGN SIDEWALK DESIGN SIDEWALK N: 2325046.175' N: 2325042.056' E: 6262417.340' E: 6262407.783' a DESIGN SIDEWALK 7.5' TYP. ° a N: 2325040.832' e o ' E: 6262401.628' R15' oQ ° 5' TYP. R15'. a a ° 5' TYP.; Qp e ° e x xx x X .xx,.,-...xxxxxx._x..rx_X xxx r. - RW SIDEWALK DETAIL NOT TO SCALE %./ 1.� I I /--11— 1— V 1_; I r-1 L— L�l I I I V L— APPRoaCH Ar Ex,sr,NG FENCE GATES SIDEWALK IMPROVEMENTS ALONG 20TH STREET JLL JIUL VVI-1Lr\ UL l f;lL k DETAIL ABOVE SCALE: 1'=20 THE MONUMENT AT THE IN TERSEC TION OF V S TREE T AND 19TH S TREE T SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ES TABL I SHED USING U. S.G.S. DATUM NAD83. ELEV= 295.84' i A i THE CEN TERL INE OF V S TREE T SHA L L BE USED AS THE BASIS OF BEARING ES TA BL I SHED FROM THE MONUMENT AT IN TERSEC TION OF V S T. &r 19 TH S T TO THE MONUMEN T A T THE IN TERSEC TION OF V S T. & 21ST ST., THINCE PROJECTED EAST. CURB RAMP CONSTRUCTION NOTES: Fil CONTRACTOR SHALL CONSTRUCT CURB RAMPS PER THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, CASE "A". CONTRACTOR SHALL SAWCUT EXISTING ASPHALT 2 FEET MINIMUM FROM LIP OF GUTTER TO ACHIEVE 5% GUTTER PAN SLOPE ADJACENT TO TRUNCATED DOME AREA OF THE CURB RAMPS. CONTRACTOR SHALL PATCH ASPHALT PER NOTE 7-13 OF CITY OF BAKERSFIELD STANDARD ST -11 "PAVEMENT PATCHES". QCONTRACTOR SHALL CONSTRUCT CURB RAMPS PER THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, CASE "C". CONTRACTOR SHALL SAWCUT EXISTING ASPHALT 2 FEET MINIMUM FROM LIP OF GUTTER TO ACHIEVE 5% GUTTER PAN SLOPE ADJACENT TO TRUNCATED DOME AREA OF THE CURB RAMPS. CONTRACTOR SHALL PATCH ASPHALT PER NOTE 7-13 OF CITY OF BAKERSFIELD STANDARD ST -11 "PAVEMENT PATCHES". F21 CONTRACTOR SHALL CONSTRUCT CURB RAMPS PER THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, CASE "F". CONTRACTOR SHALL SAWCUT EXISTING ASPHALT 2 FEET MINIMUM FROM LIP OF GUTTER TO ACHIEVE 5% GUTTER PAN SLOPE ADJACENT TO TRUNCATED DOME AREA OF THE CURB RAMPS. CONTRACTOR SHALL PATCH ASPHALT PER NOTE 7-13 OF CITY OF BAKERSFIELD STANDARD ST -11 "PAVEMENT PATCHES". QCONTRACTOR SHALL PROTECT IN PLACE, EXISTING UTILITY FACILITIES. 6.1-1828 o CITY RECORD No. File Nome: Downtown Pedestrian Connectivity Drawn: 1A SIDEWALK IMPROVEMENTS (SB7): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET N0. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: Jul. 25, 78 Checked By NEW SIDEWALK &ACCESS RAMP DETAILS 77 OF 77 0 1 2 QW E S S / o4g o s I N cy z�- RE -`GIS RClVl TE ED C L E G ENGINEER W 1'r N�/ TT 1..1. N C 80507 * Exp. 3-31-19 Cl TY OF BAKERSFIELDq�, TRUX N C I V i \-1501 F BAKERSFIELD, CAVENUE 9330 1 OF CA�\F�� REVISIONS No. DA TE DESCRIPTION �2 ,:371 TIE IN EXISTING BACK OF •CURB N: 2325047.402' E: 6262424.874' DESIGN SIDEWALK DESIGN SIDEWALK N: 2325046.175' N: 2325042.056' E: 6262417.340' E: 6262407.783' a DESIGN SIDEWALK 7.5' TYP. ° a N: 2325040.832' e o ' E: 6262401.628' R15' oQ ° 5' TYP. R15'. a a ° 5' TYP.; Qp e ° e x xx x X .xx,.,-...xxxxxx._x..rx_X xxx r. - RW SIDEWALK DETAIL NOT TO SCALE %./ 1.� I I /--11— 1— V 1_; I r-1 L— L�l I I I V L— APPRoaCH Ar Ex,sr,NG FENCE GATES SIDEWALK IMPROVEMENTS ALONG 20TH STREET JLL JIUL VVI-1Lr\ UL l f;lL k DETAIL ABOVE SCALE: 1'=20 THE MONUMENT AT THE IN TERSEC TION OF V S TREE T AND 19TH S TREE T SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ES TABL I SHED USING U. S.G.S. DATUM NAD83. ELEV= 295.84' i A i THE CEN TERL INE OF V S TREE T SHA L L BE USED AS THE BASIS OF BEARING ES TA BL I SHED FROM THE MONUMENT AT IN TERSEC TION OF V S T. &r 19 TH S T TO THE MONUMEN T A T THE IN TERSEC TION OF V S T. & 21ST ST., THINCE PROJECTED EAST. CURB RAMP CONSTRUCTION NOTES: Fil CONTRACTOR SHALL CONSTRUCT CURB RAMPS PER THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, CASE "A". CONTRACTOR SHALL SAWCUT EXISTING ASPHALT 2 FEET MINIMUM FROM LIP OF GUTTER TO ACHIEVE 5% GUTTER PAN SLOPE ADJACENT TO TRUNCATED DOME AREA OF THE CURB RAMPS. CONTRACTOR SHALL PATCH ASPHALT PER NOTE 7-13 OF CITY OF BAKERSFIELD STANDARD ST -11 "PAVEMENT PATCHES". QCONTRACTOR SHALL CONSTRUCT CURB RAMPS PER THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, CASE "C". CONTRACTOR SHALL SAWCUT EXISTING ASPHALT 2 FEET MINIMUM FROM LIP OF GUTTER TO ACHIEVE 5% GUTTER PAN SLOPE ADJACENT TO TRUNCATED DOME AREA OF THE CURB RAMPS. CONTRACTOR SHALL PATCH ASPHALT PER NOTE 7-13 OF CITY OF BAKERSFIELD STANDARD ST -11 "PAVEMENT PATCHES". F21 CONTRACTOR SHALL CONSTRUCT CURB RAMPS PER THE MOST CURRENT STATE OF CALIFORNIA STANDARD PLAN A88A, CASE "F". CONTRACTOR SHALL SAWCUT EXISTING ASPHALT 2 FEET MINIMUM FROM LIP OF GUTTER TO ACHIEVE 5% GUTTER PAN SLOPE ADJACENT TO TRUNCATED DOME AREA OF THE CURB RAMPS. CONTRACTOR SHALL PATCH ASPHALT PER NOTE 7-13 OF CITY OF BAKERSFIELD STANDARD ST -11 "PAVEMENT PATCHES". QCONTRACTOR SHALL PROTECT IN PLACE, EXISTING UTILITY FACILITIES. 6.1-1828 o CITY RECORD No. File Nome: Downtown Pedestrian Connectivity Drawn: 1A SIDEWALK IMPROVEMENTS (SB7): DOWNTOWN PEDESTRIAN CONNECTIVITY SHEET N0. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P9K225 Engineer: NG Date: Jul. 25, 78 Checked By NEW SIDEWALK &ACCESS RAMP DETAILS 77 OF 77 0 1 2