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HomeMy WebLinkAbout6.1-1863LIST OF DRA WINGS SHEET 7 TITLE SHEET SHEET 2 SECTION DETAILS AND TRAFFIC LOOP DETECTOR LAYOUT SHEET 3 COB STANDARDS SHEET 4-8 CONSTRUCTION PLANS SHEET 9-73 STRIPING AND MARKING PLANS SHEET 74 PHASING PLAN PA VEMENT REHAB/L/TA TION 2018=2019 RSTP: BENCHMARK THE MONUMENT AT THE INTERSECTION OF DISTRICT BLVD AND GOSFORD ROAD SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT, THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DATUM NA VD 88. ELEV— 360.97' BASIS OF BEARING THE CENTER OF DISTRICT BLVD FROM MONUMENT AT THE INTERSECTION OF DISTRICT BLVD AND GOSFORD ROAD TO THE MONUMENT OF THE DISTRICT BLVD AND ASHE ROAD; MONUMENT AT THE INTERSECTION OF DISTRICT BLVD AND ASHE ROAD TO THE MONUMENT OF THE DISTRICT BLVD AND STINE ROAD. NORTH 895929" AND NORTH 8939'75" RESPECTIVELY. USED AS THE BASIS OF BEARING FOR THIS PROJECT. CITY STANDARDS PER COB PROPOSED DESIGN MANUAL SW -2, SW -4, SW -6, ST -3, ST -7, ST -7, ST -27 STATE STANDARDS DIS TRIC T BLVD FROM GOSFORD ROAD TO STINE ROAD FEDERAL PROJECT NO. STPL- 5109(249) CITY PROJECT NO. T9K218 SACRAMENTO \CO 'SAN •RANCLS���� O� .FRESNO ANGELES DIEGO STATE OF CALIFORNIA NO IF. - THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: 2010 REV/SED STANDARD PLANS: RSP ASSA, A888 CLASS A 2070 STANDARD PLANS: A20A, A20B, A20D, A24A, A24B, A24D CONVENTIONAL SYMBOLS EASEMENT 7 - - EXIST CURB & GUTTER -- RIGHT-OF-WAY -------------- EXIST, A.C. FLOWLINE CENTERLINE EXIST EDGE OF PAVEMENT RAILROAD TRACKS GUARD RAIL x x CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS W EXIST WATER LINE S EXIST SEWER LINE G EXIST GAS LINE So EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND 490 LINES TRAFFIC STRIPE (DETAIL 9) 99,865 POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND EA TV CABLES PHONE LINE o EXIST OIL LINE—FO- EXIST FIBER OPTIC LINE MANHOLE Q.H . P. ♦ P M POWER POLE ❑ W.V. EXISTING MONUMENT N ❑� FUTURE MONUMENT 0G.M. S.L. G.V. £ STREET LIGHT N STREET LIGHT W/MAST ARM C.O. CLEAN OUT mill— SID O PRE—EMPTION DEVICE FIRE HYDRANT WATER METER WA TER VA VE GAS METER GAS VAL VE BENCHMARK AUTO SCOPE • SEW MANHOLE SEWER MANHOLE STORM DRAIN 0 V) O O 1 LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES ROADWAY EXCAVATION (EARTHWORK) 24,134 CY TRAFFIC STRIPE (DETAIL 29) 460 LF TRAFFIC STRIPE (DETAIL 22) 759 LF TRAFFIC STRIPE (DETAIL 32) 8,703 LF TRAFFIC STRIPE (DETAIL 38 A) 490 LF TRAFFIC STRIPE (DETAIL 9) 99,865 LF PAVEMENT MARKINGS — WHITE THERMOPLASTIC 1642 SF FIRE HYDRANT MARKERS — TYPE D 85 EA Job No.: T91<218 File Path: SAPROJECTS\2018-2019\18-19 RSTP\T9K218—District Blvd Pavmt Rehab\NutoCAD Drawings File Name: Pvmt Rehab 2018-2019 RSTP District Blvd.dwq NO TE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH /QROFESSIONq� i� 51 NGH � co 2P � m C 80507 OF CA\ - 6.1 -1863 2.0 MILES ARRnC>VE0 BY: NICOLAS FIDLER, R.C.E. 61069 --DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE A CIVIL ENGINEER IV — DESIGN ENGINEERING DATE ';*1 -- 317 /19' RECORD NO. TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2098 - 2099 RSTP: NO OF DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 14 X 0 0 a I M FL LIP ARIES (30' - 25 FULL DEPTH RECONSTRUCT 1.0' HOT MIX ASPHALT TYPE A" EXISTING PA(VEEMENT SURFACE EXISTING NATIVE GROUND J 1.0' H.M.A. VARIES (30' - 25) FULL DEPTH RECONSTRUCT 1.0" HOT MIX ASPHALT TYPE 'A' EXISTING PA VEL�MENT SURFACE PC LIP GRIND AND OVERLAY 0.2' HOT MIX ASPHALT TYPE A" EXISTING PAVEMENT SURFACE 2' 2 - _ %11cragL(. LLL GRADE-- '— NA77VE GROUND 1.0' H.M.A. FULL DEPTH RECONSTRUCT ON DISTRICT BLVD STA 10 + 69 TO STA 39 + 38 N.T.S. STA 41 + 40 TO STA 77 + 16 STA 78 + 17 TO STA 105 + 92 STA 106 + 92 TO STA 114 + 81 LEGEND: FULL DEPTH RECONSTRUCT AREA OF 1.0' TYPE 'A" H.M.A. GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. III -111-1 COMPACTED EXISTING NATIVE GROUND. LIP -,32' GRIN 2'GRIND AND OVERLAY 0.2' HOT MIX ASPHALT TYPE "A' EXISTING PAVEMENT SURFACE _ST 1'1 RA--Gi 0- .1' L�' EXISTING NA It VE GROUND ---j 0..2" H.M.A. J '—EXISTING NATIVE GROUND 0.2' H.M.A. GRIND AND OVERLAY ON DISTRICT BLVD AT ARVIN EDISON CANAL CROSSING STA 39 + 38 TO STA 41 + 40 AT STINE CANAL CROSSING STA 77 + 16 TO STA 78 + 17 RIGHT TURN THRU LANE LEFT TURN LANE TYPE "D" LOOP DETECTOR NOTES: O CROSS SLOPE SHALL BE AT LEAST 29 BUT SHALL NOT EXCEED 4% O CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY OF BAKERSFIELD TRAFFIC ENGINEER PER THE CURRENT MUTCD REQUIREMENTS FOR EACH PHASE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THE TWELVE (12) FEET IN WIDTH EACH DIRECTION SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS. OFINAL H.M.A. LIFT SHALL BE DONE AS THE LAST PHASE OF PAVEMENT ALL H.M.A. PAVEMENT JOINTS SHALL BE PLACED ON THE PROPOSED LANE LINES. SEE STRIPING LAYOUT ON SHEETS 4 - 8. 6" (PER CALIFORNIA MUTCD 2012 FIGURE 3B-102) TYP. 15' STOP BAR TYPE E LOOP DETECTOR N.T.S. TYPE E ADVANCE LOOP DETECTOR (THRU LANES) V 345' BEHIND THE STOP BAR NOTE= CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL OLC's AND DETECTOR CARDS, AND FOR REPLACEMENT OF CONDUITS IF NEEDED TO MEET TRAFFIC LOOP LAYOUT AS SHOWN. LOOP LAYOUT BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE 5' WIDE AT CURB AND GUTTER 4' AT CURB ONLY BEGIN DETAIL 39 AT FOR W/ PAVEMENT MARKING N. T. S. TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS QROFESS/ONq 51NGH N�< 2e f C 80507 CITY OF BAKERSFIELD sT Q 1501 TRUXTUN AVENUE '9TF CIVIL oR BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DATE I DESCRIPTION ASHE KOAP DISTRICT BLVD AT ASHE ROAD LOOP ASSIGNMENT N.T.S. T FIRE HYDRANT �j _.................. _........t.......1..... ......... ..... END DETAIL 39 AT BCn\\L — LANE TWO 1 I TRAFFIC FLOW 59A IS NOT SHOWN ON ...... .__. ....... tt ............... - - LANE ONE Lam\ ........ ............... .._.........., END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONL SHOWN ON PLAN, OMIT DEWHEN NOT SHOWN ON PLAALL LANE LINES ON 50NECTING THE MID -ARC THE CURB RETURNS SECTION DETAILS A N D TRAFFIC LOOP DETECTOR LAYOUTS FIRE HYDRANT MARKER LOCATIONS N. T. S. TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITHOUT STOP BAR N.T.S. 6.1-1863 NIe Name: Pvmt Rehob 2018-2019 RSTP_Dlstrict Bl�a Drawn: G. ANTAt PAVEMENT REHABILITATION 2018 — 2019 RSTP: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: T9K218 Engineer: GURJEFT S. ANTAL SHEET No. Date: Mor. 7. 19 lChecked Bv.LAW I DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 1 2 OF 14 n' 16U LO 16L QROFESS/ONq 51NGH N�< 2e f C 80507 CITY OF BAKERSFIELD sT Q 1501 TRUXTUN AVENUE '9TF CIVIL oR BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DATE I DESCRIPTION ASHE KOAP DISTRICT BLVD AT ASHE ROAD LOOP ASSIGNMENT N.T.S. T FIRE HYDRANT �j _.................. _........t.......1..... ......... ..... END DETAIL 39 AT BCn\\L — LANE TWO 1 I TRAFFIC FLOW 59A IS NOT SHOWN ON ...... .__. ....... tt ............... - - LANE ONE Lam\ ........ ............... .._.........., END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONL SHOWN ON PLAN, OMIT DEWHEN NOT SHOWN ON PLAALL LANE LINES ON 50NECTING THE MID -ARC THE CURB RETURNS SECTION DETAILS A N D TRAFFIC LOOP DETECTOR LAYOUTS FIRE HYDRANT MARKER LOCATIONS N. T. S. TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITHOUT STOP BAR N.T.S. 6.1-1863 NIe Name: Pvmt Rehob 2018-2019 RSTP_Dlstrict Bl�a Drawn: G. ANTAt PAVEMENT REHABILITATION 2018 — 2019 RSTP: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job Na: T9K218 Engineer: GURJEFT S. ANTAL SHEET No. Date: Mor. 7. 19 lChecked Bv.LAW I DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 1 2 OF 14 Vi H w r U i CO 0 w H H O O a O O O 7 O O N r t O a O H 3 -O m �I CL rn O N O N O L N d N rn c 0 O Q U O O s Y l a M N O N Y rn H d F rn rn O N W O N U w OJ tY Q .. Z to Q Flowline demotion at this point shill r50%maximum .dope 40' it pm Mayes OF ESSI not be below elevation of other end ( ) papa! 2625" (O.67m) IL -LO" (O3m) QR 0/yq Glib senna at bath comers o! this return. •' Unless otherwise approved - 45" L4m Mm 25.25" (0.64m) IIS �51 NGN pa' Stan mi fk(ad ST -70 E Dorton nt, t ( ) Mhere incanin °nil vert on p o � ` 075' 20mm Dy the City Engineer. sewers in a manhole vqg im9 F � !05" (017mJ ( J I Yaries�'T x➢ Nr IR Y'IF makes Y C i S" (40mm) 0675" (ISmm) ki PC 1 � Sheer WNN size, extend ower halves Of h Right Of way Line I I ( ) M° � 1375" w 2e � rm•I uwiaDle �s;eeo ran era d � REGISTERED CIVIL ENGINEER � c 80507 / t � I transition channel De � Shd/ " See Detail A" o��c��*� A j.* �SA� ., � !ween 4.0'Di°. � � ends o/lpwer helves o/Pipes (l2m) 10 (I Q75mJ 0°`g`;, Shelf Cle°rOpenmg ns"OJr^m) CiTY OF BAKERSFIELD JT \Q 2, Or ¢ben � 1501 TRUXTUN AVENUE 9p CIVIC fir` ____ NAere intanin and outgoing ( ) n°(¢43mJ F QO --- --- Gass A' clear Opening " E F I I 9 oP g� a BAKERSFIELD, CA 93307 C CA�� See Note 7 I Concrete sewers in a manhde we of o � . Apron A 6.0" wide Goss Cutter � Curb & Cutler I the some dmmefeq the top ` 325" (0.83mJ Adl al pipe shill only be SEC TION a -e REVISIONS Garr G,Lttw Gude = 06X And. Expansion pant 1)p. I I removed between wills and Inlet the broken edges snap be I SECTION A -A No. DA 7E DESCRIPTION PLAN VIEW � plastered smooth with cement mortar. PLAN AT BOTTpN () PLAN AT SURFACE OS" 15mm w 1.0" (25mm) porton See note 71. 60" letters, 0125"(3mm) PCC slab not to be poured until 1.5" (4pmm) sell high LD" poAng is in place. Slab and !id draining blind Pick (25m.) Z.0" 4.0' R=0.5" i. D" Ow. f)D � (12mm) t° De 0115" to 0.15" (,Sam to 6mm) Ade 20" (50mm) pattern center Ade Q72�60 min. Gass slope not to exceed 20% below new finished ageing. M h B B letters 0.125'(J..) r0; tyP\` (.SDomm) (OZm)m ,; A SEWER A T � NOTES. Notch lid to See Nate 11 � M � � boil pick hale See note Ii. o a Z' /Morten, 1 All work shill tonlamn to the applicable sections of the See Note S SECTION A -A Ory Pocked spec;/icatians enti0ed "Standard Speci%icofians Stole of Colilwnia, Deportment o7 banspwfation; approved 1.0" (25mm)poftem 0625" (Thenen) patten 20'MA, 10'(25..) poftem letters, 0715" (3mm) NOTES: 0 yn current edition. letters OIzS' (SmmJ letters, 0115" (3mm) high Location /or hryh 1. All workmanship and materials shall conform to 8. Expansion joint filler material shall consist of preformed ?. All unlined manhole pints steal/ be Mled with Kent high MANHOLE mun(ry of origin CLEANOUT the applicable sections of the specifications entitled strips of durable, resilient compound that conform to the seal or approved Dock mastic equal Inside of manholes Gurb Fpre /Flawlme State of California, Department of Transportation, rIS 17- -11 equirements of the Standard Specifications. must be mortared and nmt/y coked w wiped an inside Standard Specifications", hereafter known 9. Sections of existing cross gutter being removed for °/p{ae NOTES' I I I I '20$minimum alshe as 'Standard 5pecitications'{ current City approved replacement shall be sawcut at the limits of removal as \ 15'(46m) - Swgle Direction Entrance °P edition. directed by the City Engineer. The section being removed 3 %e cast rein/aced mwhole sections shall be constructed i All Fomes and covers shall be tested /a accuracy 1/31" (from) I JO' (9 ]in) -Double Direction Entrance I '" Unless approval by City Engineer. 2. A current Street Permit issued by the City of shall be a minimum of 5.0'in length and sawculs shall in acwdonce with the prow'sions of ASTM C-478, of at and shot] be marked in sets prior b delivery. � � MacAined Bakersfield Public Works Department must accompany align with existing joint or score line. Replacement shall current edition Sur/aces Install handicap romp at P Ex wsian II work i hi - conform in dimension and location to the adjacent existing a w t n the City right -of way 1 9 2 The seats of Isomer and Dewing faces o/ the coves both cur0 returns I ✓amt 3. Subgrade for cross gutter shall be constructed improvements unless otherwise directed, par �F true to grade and cross section and compactetl to 10. Sections being replaced may be poured against existing 4. All rower manholes shall be lined with 7 -Lock' w shill be machined he a smootA non -rocking !it between l05° (RZ7mJ GOB. standard SF10. a � 95,E of maximum Dry tlensily as determined by pavement, if in good condition and with prior approval of the app/oved equal the two castings Taper Couw $ City J Expansion ti ASTM D-1557 to ° depth of 1.0'below top of City Engineer. Otherwise, the existing pavement shall be sawcut 40'Did �. A RAW Joint bq� subgratle and 1.0'to each side of cross gutter. a minimum of 2.0' from the edge of concrete or as directed (11m) 5 Concrete pad shall be cured with a white prgmenled 3 Costings shall be thoroughly cleaned and dipped twice 4. Concrete for cross gutter shall conform to the by the City Engineer, Pavement patch shall conform to the curing compound as per section 90-7018 of the stondwd in a quick-dr)9ng, p( -block aspAdlic compound to home requirements of the Standard Specifications for minor requirements of City Standard ST -ii, specilicafims provide o profectiee cooling / n + r concrete (min, cement content 505 Ib/cu yd). 11. Rebar. /(4 at 24" O.C. both ways, the entire length of TAIL A" Concrete shall contain no additives unless prior cross gutter, including apron, with 2" clearance from bottom IShelf dope is 833% 6. See standard drawing SW -6 /w home, cover, and 4. A// Ramer and covers sho/I be gray cast iron, Fee • Flawline approval is obtained from the City Engineer. of concrete. drUD op manhole details /ram warys Hocks holes, swef/s and cNd-snot and Ffo 5. Timber corms shall be surfaced on the side placed 12. Refer to Drainage Section 3.5 .4 for allowable usage of sho// have a workmanlike finisA Highway loading should 9 Me 20" (50mm) pattern letters w the manhole cove's 1.0" hm next to the concrete and shall not be less cross gutters. Z All channels snail be smooth Finished with steel trowel be HE 20-44 shall hare one of the following designalianz GRAIN a SENER (0. J than 1.5'thick after being surfaced. Forms and 40^Min Shell shill be broom linished lw slip resistanre. Expansion subgratle shall be wetted Immediately prior to S Costing seall canlwm to Me ravisions o/ the eci/katians IO Asin sembly shill be designed /or highway /Dade of HS 20-44 Expansion (Olen) � P sP Y 9 .hint placement of concrete. I /a gray -iron castigs, serial desgnalion AS7Af A-48 Jami PLAN 6. Concrete surfaces shall be troweled smooth, edged / (toles( revision) Class Na JOB. Il 20" x LO" (SOmm x 15mmJ diamond mat 0175" (SmmJ deep. and then given alight broom finish. Immediately / after finishing, all exposed surfaces shall receive a FlLErvFMe. sw-zREv rncrvAMe sw-s"w / Class A" 6. Me name o/ the manufacturing rom rAdl be uniform application of while I menfed curio An 9.0" P°°Y P9 9 09/10 GWtIe(E 'L 6/2 /99 w 672/99 compound conforming to the requirements of the STANDARD aF"""aaa/sw (TJa"m STANDARD °" lbeuntl�r'°e of the `°"" STANDARD Standard Specifications. "w Ed q, be q,O^ 7. Expansion joints shall be constructed at ends s LESR 4.69'(1.43m) euEwo swnw Z Manhole /some shot/ weigh not less than ]217 Abs FRAMES AND eN IODmm CROSS GUTTER "xM A. ( ) Lana Line owl of curb returns. Weakened plane joints, 2.0"deep, MANHOLE (54kg)nw mo00 re than 250166 (tl3kgJ The talar COVERS FOR 60 (0 /SmJ shall be placed where apron meets the cross gutter ue "�r s. TypE 'q" cal` sAdl weigh not then 120 fie, (54,A) nor more MANHOLES & CLEAN OU TS swM Ni - - ----- antl at 10'maximum intervals in the cross gutter or mPR°vm 'E1 °p. SPPC;a/ mow° veer+xa. than 100166 (91kg) F°vm vim x°. as directed by the City Engineer. CITY OF BAKERSFIELD Aggregate SECT/ON CITY OF BAKERSFIELD CITY OF BAKERSFIELD CALIFORNIA $T-� (C°Ic°reaurJ CALIFORNIA SW -2 6, Manhole covers shall noveaself draining Wind pick CALIFORNIA SW -6 hila unless ofhnwise approved by the City Fnginea 110' (J Im) R PUBLIC WORKS DEPARTMENT F PUBLIC WaRFS DEPARTMENT F PUBLIC LVDRKs DEPARTMENT J - lf4 reDOr each P.GG .dao not to be poured until poring Note: PCC Stab not In be placed until _ _ _ _ ave Lx� YY` a null °7 commercial din ace Slab and lid to be !2175" In PohngW in piece. C 4.0" _ 1 See standard R = 05" R = OS" L R05° Mivet� (12.) (/SmmJ�/'T�%(15mmJ�Smm)(W)$ECTIUIVA-A 025" (3mm to ImmJ belowew paving 20'(0.6m) Square AC Pavin gwFome and QCEdgePick Hole roues de!°i!s a0" (OptbnalJ10"(Thenen) Letfws�n'"ii�b"� (aNOiES:0.25" (SmmJ High05" n: $ i. All wok sAdl can/orm to the applicable sections 9 An open sheet permit is required /or all work done 05° x 0375° D;amand Not, Me upper potions o/ incoming e � (Ida.) LL^^ � e � of the specibcaticns entitled "Standard Sped/kotians with the City a/ Bokersfield's right-o%way. (i2mm x 9mm)Md Wlgaing seWHS rAa!! DP 'b State o/Caliloom, Depwtmenf a/Transportation", 0.115" [3mm) Deep �- I removed and rile broken edges I = i TAN v ° o, � m . 60" (0 lSmJ Da o �_ i b � • '� ° � e � approved current edition. 10 Bearing soil shall be cam➢°dad to 95$ of maximum shall be ➢lastered smooth with � A A cement mortar. �' dry density as determined by A.ST.M 0-1557 to o depth MON OMEN � m Z Subgrade p/epamtion lw wassgutter shall con/°ren Of LO" (03mJ below crassgutter and l0" (03mJ to each Class of\ I to the regviraments at the Standard 5pecilrcalians side of the aassguHn. p° Concrete / • �Bwldmg paper w TYPE A' •° TYPE Bw ]]. The minimum slope an all cross class is 0.6$ unless Top ofPlastk in pints 3 Concrete Tor crossgu(ter shall be Class 'A" and atherw'se b the G7 En n�r. Monument R = 05" shot! con/am to the requirements o7 the Standard informed Y Y 9r BKSF L r - - - - - - - � � 4.0' Dia (iSmmJ 1g" D15m Radius 6� YI• Sped/icvtions. 0.5" (17mm) Hale � � ( J 5 d a R = OS" 12 All rassgutfer locations and sizes are to be approved lo' (i.zm) .1 1 � 15mm by the City Engineer (0.2-5m) R = 05" ( ) 4 Expansion Joints stealf be consbuded at every 30' Pipe Coring 075" (20mm) Lepers 11" (o3m) Dia I (/SmmJ (9.CmJ w as directed by the City fngmew 13 For mops retail tanmerciol renters the 12'(16.) 0775" 3mm Hi 20' (O.6m) Square TOP NEW Note: P.6G gob not to be � Pr ( ) � PLAN � wide crass tfw shall be eluninated with the owslon Concrete Poo 5 Far standard handimp ramp Dimensions and o/ o(fin o ainage locilities and with the approwl o/ the poured until paving is in place. '•,�. '« . b notes, see City o/ Bakerslreld Standard 5T-10 w City Engineer. 12125° (03mJ SECTION THRU MONUMENT � d. 0.06° (2mmJ 1Q75° (017mJ 0675" (/6mmJ os dAected by the City Engineer. 8375" NOTES: 6 Connate hr !!e/ sAa// DP WIInN 25" FILENAME: Si-SPEV (10m.) 9875'(025mJ 075°(l9mm) I ° 9° L All work shall conlwm to the applicable sections o7 the >< IY• •GUTTER (65mmJ to 45" (/lOmm) slump °"" s/z/99 specifications mfiNed "Standard SpedFrc°fians, Slate of ZL(ter any dlowed where appoved by City fngmew STANDARD °RPN1 as California, Depw(ment of ironspwtalion; approved curcent 7 Concrete snail contain no oddifires unless cFeuR° �. N• `•' iw roods obtained /am the COMMERCIAL DRIVE 0.75" (6mmJ 9.5" (0.14mJ edition, and the lollowmg general notes: 4 � P' WP M. BXAW o � E SECTION City Engineer. APPROACH tt,N 0 2. Caslmgs shill cm{wm to the promiians o/ the spwihiations o � TYPE "A" .o s_ /w grey-irrn costings send designoliw ASTM. A4& class no. JOB 27 Marler, TYPE C" &Concrete shall be cured with a white pig- ° rr ' 0.375' IOmm 10115° 0.26m Or Pocked merited curing compound complying with section CITY OF BAKERSFIELD J All /somas and moms shaft be laugh, grey cast Iraq free (OBm) � 90-7018 0l the Standard Specifications CALIFORNIA 10.875" 0.1&n !r°m waps cracks, swills and cold sheet, and sd°N hare a �� uF Public waRKs ( l workmanlike Fmish. a NO TES. NOTES: DEPARTMENT SECTION A -A � L A// work shill canlorm to Me app/icob/e sections L All work sho/I carlwm to the oppllcuD/e sections o7 10. Weakened plane pmts or told pints shall be constructed 4 the seats of homes and hewing laces of the covers shill be the Standard Specibwtions State of CMi/arnio, Deportment at 15' (4.6mJ inlerwls Expansion pmts shall De of each Stam Disk with RCE machined /w a smooth, non -rocking at Detwem the two costings Of (he sped/imlions entitled Standad Speci%imtions P Stole o/ Cali/wnio, Deportment o/ Tiansportatian' of Tronspwlo(ian' approved torrent edition and the side o/ structures and of ends o/ curb returns w LS Number. following general notes: S Costing shall be thoroughly cleaned and dipped twice in ° app/Dred current edition. Concare depression for prepaation of asphalt w cod !w and oA applied of JOG° f Pae 71, Type B° verb and gutter is repaired an all types o/ N°B ➢ N Diameter 2. Mortar sAdl consist al one orf Pw(/and Cament 2 Subgrade preparation for type A", 9", and "C" curbs streets unless onoNer is expressly pwmit(ed by the Sarre " u Drax to toren a him and tenacious seal g.e5 P and golfers shill be constructed true to grade and HassEngmew. and two pate o! Geon, well graded sand section with compoc(ian o/ 90$ to o depth o/ 6.0" (O.15mJ 6. Concrete shall contain no oddilims unless prior writden approwl 4.0' D o. 3 Joints shill be Poled n'lh mala and Cecil, cleaned below the subgrode. 12. Type A' curb and gutter if pnmiNed only where !s abfalned from the City Engineer Ig' w weed an inside o/ pl➢e approved w requued by The City Engineer. Z Concrete shill be Lured with a white pigmented curing compound p,yn d Concrete !w curb and gutta/ shall De c/ass fi" complying with section 90-7018 0( the Standard Sped%rcalions. ( ) � 4. Pre cos( remlwced manhde sections seall be and shall be within z.5" (65mm) to 55"(0.14mJ slump IJ Type "C" curb may be permitted by He City Engineer s E constructed ;n accordance with the provisions o7 Daly in Mobile Home Parks, and R -5-15A (Residential e o 4. Timber {arms Mail be surPored on the on the sNe placed Suburban Two -And -One -HMI Awe Minimum lot Size) Zone. & the sur/ace shill b° bnisbed to grade, troweled smooth, and I ASTM 0-478, current edition. next to the concrete and shill no( be less then i 5" (4pmmJ given a light brown bnish. ( ' thick alter being surloced 14. Permit /w curb aril wit, crosfructian shall accom an 5 Eccentric side should be instal/ed in the upstream P Y 10" (5(lmm) $ °clod work 9. All tartrate used shall be Class 'A" dvedi°n of the main line whenever poss0le w as 5 Top and lace sna!l be boweled path, Men given a directed by the City fngineec 15 !Mien constructing new curb and gutter, the existing O 125" (Jmm) 10 Me home o/ the monulacfuring company shill be an the ` o ;� I bed ane brash %wish. � 6 All transitions between ;nvnfs steal! be a paremenl shill be sawcut o minimum o/ 20'(0.6m) from STANDARDS T � � D � � D undersNe o/ the c°wv smooth ed sur/ace pipe 6. IMere existing curb and guttas are to be replaced, new Me Iry o/ the gutter w as directed by the City Engmew. \J wropp constmctian shoA match existing construction unless otherwise Disk shall be Ldtz Dis4 and Stem to be It. Frye casing shall be 10" (O.ZSm) LD. steel, ARS, w as Class 'A\ `N. duetted by the City Engines. Na 8134 -IJ an msl together of Brmre directed by the City Engineer. � - OV CITY - i approred equal N Concrete Z Concrete shill costate ria additifes unless prig oppro✓ol 1- PbY1Ri $M}IRY rI1f NAME: SW-WEV FlLENPME'. SE-WEV _ LLI is obtained /rom the City Engineer. D 436'x7.D .Snallk J "� �AWW rz 6/3/99 rz 6/3/88 Mmm x50mm Taxis� 56r (17m) "„, Lu STANDARD ^^-,La ( ) STANDARD STANDARD B cwtrere rears be road with o wear pigmented Lacing cFrc`ii ors MANHOLE SECTION E«eM snAW compound canplying to section 90-1016 of the standard CURBS & GUTTER m $pKlllca(lan$ SXPW SURVEY C„r MANHOLE :awE TYPES "A", 6.1-1863 II MONUMENT •'s TYPE "B" Nis )0438 MEET "° orae vaEr xa 9. Existing sections of curb and guka shall be sawcut of �° EE. �_ �� rrTlmmJ CIN OF BAKERSFIELD CITY OF BAKERSFIELD the limits at the area to be reconstructed CITY OF BAKERSFIELD DOME HEAD DISK DETAIL CALIFORNIA ST -21 CALIFORNIA SW-ry CALIFORNIA ST -1 PT' M4MEER PUBLIC 1MPK5 pEPARiMENi R PUBLIC WDRK$ DEEPER WENT FR PUBLIC WORKS pEPARMENT CITY RECORD l t�o. File Nome.' Pvmt Rehab tors -tors RSTP_Drso-rDistrict Blore Drown: c ANTAL PAVEMENT REHAB/CITATION 2018 - 2099 RSTP: SHEET No. TMENT Job No.: T9K218 Engineer. CD BEET S. ANTAL Dote: Mor. 7, 79 Checked By. DISTRICT BLVD FROM GOSFORD ROAD TO STlNE ROAD 3 OF 14 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPAR Vi H w r U i CO 0 w H H O O a O O O 7 O O N r t O a O H 3 -O m �I CL rn O N O N O L N d N rn c 0 O Q U O O s Y l a M N O N Y rn H d F rn rn O N W O N U w OJ tY Q .. Z to Q Flowline demotion at this point shill r50%maximum .dope 40' it pm Mayes OF ESSI not be below elevation of other end ( ) papa! 2625" (O.67m) IL -LO" (O3m) QR 0/yq Glib senna at bath comers o! this return. •' Unless otherwise approved - 45" L4m Mm 25.25" (0.64m) IIS �51 NGN pa' Stan mi fk(ad ST -70 E Dorton nt, t ( ) Mhere incanin °nil vert on p o � ` 075' 20mm Dy the City Engineer. sewers in a manhole vqg im9 F � !05" (017mJ ( J I Yaries�'T x➢ Nr IR Y'IF makes Y C i S" (40mm) 0675" (ISmm) ki PC 1 � Sheer WNN size, extend ower halves Of h Right Of way Line I I ( ) M° � 1375" w 2e � rm•I uwiaDle �s;eeo ran era d � REGISTERED CIVIL ENGINEER � c 80507 / t � I transition channel De � Shd/ " See Detail A" o��c��*� A j.* �SA� ., � !ween 4.0'Di°. � � ends o/lpwer helves o/Pipes (l2m) 10 (I Q75mJ 0°`g`;, Shelf Cle°rOpenmg ns"OJr^m) CiTY OF BAKERSFIELD JT \Q 2, Or ¢ben � 1501 TRUXTUN AVENUE 9p CIVIC fir` ____ NAere intanin and outgoing ( ) n°(¢43mJ F QO --- --- Gass A' clear Opening " E F I I 9 oP g� a BAKERSFIELD, CA 93307 C CA�� See Note 7 I Concrete sewers in a manhde we of o � . Apron A 6.0" wide Goss Cutter � Curb & Cutler I the some dmmefeq the top ` 325" (0.83mJ Adl al pipe shill only be SEC TION a -e REVISIONS Garr G,Lttw Gude = 06X And. Expansion pant 1)p. I I removed between wills and Inlet the broken edges snap be I SECTION A -A No. DA 7E DESCRIPTION PLAN VIEW � plastered smooth with cement mortar. PLAN AT BOTTpN () PLAN AT SURFACE OS" 15mm w 1.0" (25mm) porton See note 71. 60" letters, 0125"(3mm) PCC slab not to be poured until 1.5" (4pmm) sell high LD" poAng is in place. Slab and !id draining blind Pick (25m.) Z.0" 4.0' R=0.5" i. D" Ow. f)D � (12mm) t° De 0115" to 0.15" (,Sam to 6mm) Ade 20" (50mm) pattern center Ade Q72�60 min. Gass slope not to exceed 20% below new finished ageing. M h B B letters 0.125'(J..) r0; tyP\` (.SDomm) (OZm)m ,; A SEWER A T � NOTES. Notch lid to See Nate 11 � M � � boil pick hale See note Ii. o a Z' /Morten, 1 All work shill tonlamn to the applicable sections of the See Note S SECTION A -A Ory Pocked spec;/icatians enti0ed "Standard Speci%icofians Stole of Colilwnia, Deportment o7 banspwfation; approved 1.0" (25mm)poftem 0625" (Thenen) patten 20'MA, 10'(25..) poftem letters, 0715" (3mm) NOTES: 0 yn current edition. letters OIzS' (SmmJ letters, 0115" (3mm) high Location /or hryh 1. All workmanship and materials shall conform to 8. Expansion joint filler material shall consist of preformed ?. All unlined manhole pints steal/ be Mled with Kent high MANHOLE mun(ry of origin CLEANOUT the applicable sections of the specifications entitled strips of durable, resilient compound that conform to the seal or approved Dock mastic equal Inside of manholes Gurb Fpre /Flawlme State of California, Department of Transportation, rIS 17- -11 equirements of the Standard Specifications. must be mortared and nmt/y coked w wiped an inside Standard Specifications", hereafter known 9. Sections of existing cross gutter being removed for °/p{ae NOTES' I I I I '20$minimum alshe as 'Standard 5pecitications'{ current City approved replacement shall be sawcut at the limits of removal as \ 15'(46m) - Swgle Direction Entrance °P edition. directed by the City Engineer. The section being removed 3 %e cast rein/aced mwhole sections shall be constructed i All Fomes and covers shall be tested /a accuracy 1/31" (from) I JO' (9 ]in) -Double Direction Entrance I '" Unless approval by City Engineer. 2. A current Street Permit issued by the City of shall be a minimum of 5.0'in length and sawculs shall in acwdonce with the prow'sions of ASTM C-478, of at and shot] be marked in sets prior b delivery. � � MacAined Bakersfield Public Works Department must accompany align with existing joint or score line. Replacement shall current edition Sur/aces Install handicap romp at P Ex wsian II work i hi - conform in dimension and location to the adjacent existing a w t n the City right -of way 1 9 2 The seats of Isomer and Dewing faces o/ the coves both cur0 returns I ✓amt 3. Subgrade for cross gutter shall be constructed improvements unless otherwise directed, par �F true to grade and cross section and compactetl to 10. Sections being replaced may be poured against existing 4. All rower manholes shall be lined with 7 -Lock' w shill be machined he a smootA non -rocking !it between l05° (RZ7mJ GOB. standard SF10. a � 95,E of maximum Dry tlensily as determined by pavement, if in good condition and with prior approval of the app/oved equal the two castings Taper Couw $ City J Expansion ti ASTM D-1557 to ° depth of 1.0'below top of City Engineer. Otherwise, the existing pavement shall be sawcut 40'Did �. A RAW Joint bq� subgratle and 1.0'to each side of cross gutter. a minimum of 2.0' from the edge of concrete or as directed (11m) 5 Concrete pad shall be cured with a white prgmenled 3 Costings shall be thoroughly cleaned and dipped twice 4. Concrete for cross gutter shall conform to the by the City Engineer, Pavement patch shall conform to the curing compound as per section 90-7018 of the stondwd in a quick-dr)9ng, p( -block aspAdlic compound to home requirements of the Standard Specifications for minor requirements of City Standard ST -ii, specilicafims provide o profectiee cooling / n + r concrete (min, cement content 505 Ib/cu yd). 11. Rebar. /(4 at 24" O.C. both ways, the entire length of TAIL A" Concrete shall contain no additives unless prior cross gutter, including apron, with 2" clearance from bottom IShelf dope is 833% 6. See standard drawing SW -6 /w home, cover, and 4. A// Ramer and covers sho/I be gray cast iron, Fee • Flawline approval is obtained from the City Engineer. of concrete. drUD op manhole details /ram warys Hocks holes, swef/s and cNd-snot and Ffo 5. Timber corms shall be surfaced on the side placed 12. Refer to Drainage Section 3.5 .4 for allowable usage of sho// have a workmanlike finisA Highway loading should 9 Me 20" (50mm) pattern letters w the manhole cove's 1.0" hm next to the concrete and shall not be less cross gutters. Z All channels snail be smooth Finished with steel trowel be HE 20-44 shall hare one of the following designalianz GRAIN a SENER (0. J than 1.5'thick after being surfaced. Forms and 40^Min Shell shill be broom linished lw slip resistanre. Expansion subgratle shall be wetted Immediately prior to S Costing seall canlwm to Me ravisions o/ the eci/katians IO Asin sembly shill be designed /or highway /Dade of HS 20-44 Expansion (Olen) � P sP Y 9 .hint placement of concrete. I /a gray -iron castigs, serial desgnalion AS7Af A-48 Jami PLAN 6. Concrete surfaces shall be troweled smooth, edged / (toles( revision) Class Na JOB. Il 20" x LO" (SOmm x 15mmJ diamond mat 0175" (SmmJ deep. and then given alight broom finish. Immediately / after finishing, all exposed surfaces shall receive a FlLErvFMe. sw-zREv rncrvAMe sw-s"w / Class A" 6. Me name o/ the manufacturing rom rAdl be uniform application of while I menfed curio An 9.0" P°°Y P9 9 09/10 GWtIe(E 'L 6/2 /99 w 672/99 compound conforming to the requirements of the STANDARD aF"""aaa/sw (TJa"m STANDARD °" lbeuntl�r'°e of the `°"" STANDARD Standard Specifications. "w Ed q, be q,O^ 7. Expansion joints shall be constructed at ends s LESR 4.69'(1.43m) euEwo swnw Z Manhole /some shot/ weigh not less than ]217 Abs FRAMES AND eN IODmm CROSS GUTTER "xM A. ( ) Lana Line owl of curb returns. Weakened plane joints, 2.0"deep, MANHOLE (54kg)nw mo00 re than 250166 (tl3kgJ The talar COVERS FOR 60 (0 /SmJ shall be placed where apron meets the cross gutter ue "�r s. TypE 'q" cal` sAdl weigh not then 120 fie, (54,A) nor more MANHOLES & CLEAN OU TS swM Ni - - ----- antl at 10'maximum intervals in the cross gutter or mPR°vm 'E1 °p. SPPC;a/ mow° veer+xa. than 100166 (91kg) F°vm vim x°. as directed by the City Engineer. CITY OF BAKERSFIELD Aggregate SECT/ON CITY OF BAKERSFIELD CITY OF BAKERSFIELD CALIFORNIA $T-� (C°Ic°reaurJ CALIFORNIA SW -2 6, Manhole covers shall noveaself draining Wind pick CALIFORNIA SW -6 hila unless ofhnwise approved by the City Fnginea 110' (J Im) R PUBLIC WORKS DEPARTMENT F PUBLIC WaRFS DEPARTMENT F PUBLIC LVDRKs DEPARTMENT J - lf4 reDOr each P.GG .dao not to be poured until poring Note: PCC Stab not In be placed until _ _ _ _ ave Lx� YY` a null °7 commercial din ace Slab and lid to be !2175" In PohngW in piece. C 4.0" _ 1 See standard R = 05" R = OS" L R05° Mivet� (12.) (/SmmJ�/'T�%(15mmJ�Smm)(W)$ECTIUIVA-A 025" (3mm to ImmJ belowew paving 20'(0.6m) Square AC Pavin gwFome and QCEdgePick Hole roues de!°i!s a0" (OptbnalJ10"(Thenen) Letfws�n'"ii�b"� (aNOiES:0.25" (SmmJ High05" n: $ i. All wok sAdl can/orm to the applicable sections 9 An open sheet permit is required /or all work done 05° x 0375° D;amand Not, Me upper potions o/ incoming e � (Ida.) LL^^ � e � of the specibcaticns entitled "Standard Sped/kotians with the City a/ Bokersfield's right-o%way. (i2mm x 9mm)Md Wlgaing seWHS rAa!! DP 'b State o/Caliloom, Depwtmenf a/Transportation", 0.115" [3mm) Deep �- I removed and rile broken edges I = i TAN v ° o, � m . 60" (0 lSmJ Da o �_ i b � • '� ° � e � approved current edition. 10 Bearing soil shall be cam➢°dad to 95$ of maximum shall be ➢lastered smooth with � A A cement mortar. �' dry density as determined by A.ST.M 0-1557 to o depth MON OMEN � m Z Subgrade p/epamtion lw wassgutter shall con/°ren Of LO" (03mJ below crassgutter and l0" (03mJ to each Class of\ I to the regviraments at the Standard 5pecilrcalians side of the aassguHn. p° Concrete / • �Bwldmg paper w TYPE A' •° TYPE Bw ]]. The minimum slope an all cross class is 0.6$ unless Top ofPlastk in pints 3 Concrete Tor crossgu(ter shall be Class 'A" and atherw'se b the G7 En n�r. Monument R = 05" shot! con/am to the requirements o7 the Standard informed Y Y 9r BKSF L r - - - - - - - � � 4.0' Dia (iSmmJ 1g" D15m Radius 6� YI• Sped/icvtions. 0.5" (17mm) Hale � � ( J 5 d a R = OS" 12 All rassgutfer locations and sizes are to be approved lo' (i.zm) .1 1 � 15mm by the City Engineer (0.2-5m) R = 05" ( ) 4 Expansion Joints stealf be consbuded at every 30' Pipe Coring 075" (20mm) Lepers 11" (o3m) Dia I (/SmmJ (9.CmJ w as directed by the City fngmew 13 For mops retail tanmerciol renters the 12'(16.) 0775" 3mm Hi 20' (O.6m) Square TOP NEW Note: P.6G gob not to be � Pr ( ) � PLAN � wide crass tfw shall be eluninated with the owslon Concrete Poo 5 Far standard handimp ramp Dimensions and o/ o(fin o ainage locilities and with the approwl o/ the poured until paving is in place. '•,�. '« . b notes, see City o/ Bakerslreld Standard 5T-10 w City Engineer. 12125° (03mJ SECTION THRU MONUMENT � d. 0.06° (2mmJ 1Q75° (017mJ 0675" (/6mmJ os dAected by the City Engineer. 8375" NOTES: 6 Connate hr !!e/ sAa// DP WIInN 25" FILENAME: Si-SPEV (10m.) 9875'(025mJ 075°(l9mm) I ° 9° L All work shall conlwm to the applicable sections o7 the >< IY• •GUTTER (65mmJ to 45" (/lOmm) slump °"" s/z/99 specifications mfiNed "Standard SpedFrc°fians, Slate of ZL(ter any dlowed where appoved by City fngmew STANDARD °RPN1 as California, Depw(ment of ironspwtalion; approved curcent 7 Concrete snail contain no oddifires unless cFeuR° �. N• `•' iw roods obtained /am the COMMERCIAL DRIVE 0.75" (6mmJ 9.5" (0.14mJ edition, and the lollowmg general notes: 4 � P' WP M. BXAW o � E SECTION City Engineer. APPROACH tt,N 0 2. Caslmgs shill cm{wm to the promiians o/ the spwihiations o � TYPE "A" .o s_ /w grey-irrn costings send designoliw ASTM. A4& class no. JOB 27 Marler, TYPE C" &Concrete shall be cured with a white pig- ° rr ' 0.375' IOmm 10115° 0.26m Or Pocked merited curing compound complying with section CITY OF BAKERSFIELD J All /somas and moms shaft be laugh, grey cast Iraq free (OBm) � 90-7018 0l the Standard Specifications CALIFORNIA 10.875" 0.1&n !r°m waps cracks, swills and cold sheet, and sd°N hare a �� uF Public waRKs ( l workmanlike Fmish. a NO TES. NOTES: DEPARTMENT SECTION A -A � L A// work shill canlorm to Me app/icob/e sections L All work sho/I carlwm to the oppllcuD/e sections o7 10. Weakened plane pmts or told pints shall be constructed 4 the seats of homes and hewing laces of the covers shill be the Standard Specibwtions State of CMi/arnio, Deportment at 15' (4.6mJ inlerwls Expansion pmts shall De of each Stam Disk with RCE machined /w a smooth, non -rocking at Detwem the two costings Of (he sped/imlions entitled Standad Speci%imtions P Stole o/ Cali/wnio, Deportment o/ Tiansportatian' of Tronspwlo(ian' approved torrent edition and the side o/ structures and of ends o/ curb returns w LS Number. following general notes: S Costing shall be thoroughly cleaned and dipped twice in ° app/Dred current edition. Concare depression for prepaation of asphalt w cod !w and oA applied of JOG° f Pae 71, Type B° verb and gutter is repaired an all types o/ N°B ➢ N Diameter 2. Mortar sAdl consist al one orf Pw(/and Cament 2 Subgrade preparation for type A", 9", and "C" curbs streets unless onoNer is expressly pwmit(ed by the Sarre " u Drax to toren a him and tenacious seal g.e5 P and golfers shill be constructed true to grade and HassEngmew. and two pate o! Geon, well graded sand section with compoc(ian o/ 90$ to o depth o/ 6.0" (O.15mJ 6. Concrete shall contain no oddilims unless prior writden approwl 4.0' D o. 3 Joints shill be Poled n'lh mala and Cecil, cleaned below the subgrode. 12. Type A' curb and gutter if pnmiNed only where !s abfalned from the City Engineer Ig' w weed an inside o/ pl➢e approved w requued by The City Engineer. Z Concrete shill be Lured with a white pigmented curing compound p,yn d Concrete !w curb and gutta/ shall De c/ass fi" complying with section 90-7018 0( the Standard Sped%rcalions. ( ) � 4. Pre cos( remlwced manhde sections seall be and shall be within z.5" (65mm) to 55"(0.14mJ slump IJ Type "C" curb may be permitted by He City Engineer s E constructed ;n accordance with the provisions o7 Daly in Mobile Home Parks, and R -5-15A (Residential e o 4. Timber {arms Mail be surPored on the on the sNe placed Suburban Two -And -One -HMI Awe Minimum lot Size) Zone. & the sur/ace shill b° bnisbed to grade, troweled smooth, and I ASTM 0-478, current edition. next to the concrete and shill no( be less then i 5" (4pmmJ given a light brown bnish. ( ' thick alter being surloced 14. Permit /w curb aril wit, crosfructian shall accom an 5 Eccentric side should be instal/ed in the upstream P Y 10" (5(lmm) $ °clod work 9. All tartrate used shall be Class 'A" dvedi°n of the main line whenever poss0le w as 5 Top and lace sna!l be boweled path, Men given a directed by the City fngineec 15 !Mien constructing new curb and gutter, the existing O 125" (Jmm) 10 Me home o/ the monulacfuring company shill be an the ` o ;� I bed ane brash %wish. � 6 All transitions between ;nvnfs steal! be a paremenl shill be sawcut o minimum o/ 20'(0.6m) from STANDARDS T � � D � � D undersNe o/ the c°wv smooth ed sur/ace pipe 6. IMere existing curb and guttas are to be replaced, new Me Iry o/ the gutter w as directed by the City Engmew. \J wropp constmctian shoA match existing construction unless otherwise Disk shall be Ldtz Dis4 and Stem to be It. Frye casing shall be 10" (O.ZSm) LD. steel, ARS, w as Class 'A\ `N. duetted by the City Engines. Na 8134 -IJ an msl together of Brmre directed by the City Engineer. � - OV CITY - i approred equal N Concrete Z Concrete shill costate ria additifes unless prig oppro✓ol 1- PbY1Ri $M}IRY rI1f NAME: SW-WEV FlLENPME'. SE-WEV _ LLI is obtained /rom the City Engineer. D 436'x7.D .Snallk J "� �AWW rz 6/3/99 rz 6/3/88 Mmm x50mm Taxis� 56r (17m) "„, Lu STANDARD ^^-,La ( ) STANDARD STANDARD B cwtrere rears be road with o wear pigmented Lacing cFrc`ii ors MANHOLE SECTION E«eM snAW compound canplying to section 90-1016 of the standard CURBS & GUTTER m $pKlllca(lan$ SXPW SURVEY C„r MANHOLE :awE TYPES "A", 6.1-1863 II MONUMENT •'s TYPE "B" Nis )0438 MEET "° orae vaEr xa 9. Existing sections of curb and guka shall be sawcut of �° EE. �_ �� rrTlmmJ CIN OF BAKERSFIELD CITY OF BAKERSFIELD the limits at the area to be reconstructed CITY OF BAKERSFIELD DOME HEAD DISK DETAIL CALIFORNIA ST -21 CALIFORNIA SW-ry CALIFORNIA ST -1 PT' M4MEER PUBLIC 1MPK5 pEPARiMENi R PUBLIC WDRK$ DEEPER WENT FR PUBLIC WORKS pEPARMENT CITY RECORD l t�o. File Nome.' Pvmt Rehab tors -tors RSTP_Drso-rDistrict Blore Drown: c ANTAL PAVEMENT REHAB/CITATION 2018 - 2099 RSTP: SHEET No. TMENT Job No.: T9K218 Engineer. CD BEET S. ANTAL Dote: Mor. 7, 79 Checked By. DISTRICT BLVD FROM GOSFORD ROAD TO STlNE ROAD 3 OF 14 CITY OF BAKERSFIELD, CALIFORNIA r IN 0 N C) U 0 mJ as z cn a GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED W WITHIN THE PROJECT LIMITS. • 0z �lajrj v. W 7 LEGEND: FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. DMINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. DISTRICT 5L VD SYMBOLS: 4 ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •scw ADJUST SEWER MANHOLE FRAME AND COVER W.v. D4 WATER VALVE TO BE ADJUSTED BY OTHERS D4 v GAS VALVE TO BE ADJUSTED BY OTHERS FMANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS W.v. BAKERSFIELD, CALIFORNIA CONSTRUCTION NOTES: WORKS DEPARTMENT -" 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON _..... v " -- Engineer GURJEET S. ANTAL MANHOLEIUTILITY VAULT TO BE ADJUSTED BY OTHERS. TSl. THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB EW C NOT USED STANDARD SW -2 OR SW -4. ry� W CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB Dote: SEW 1 00 STANDARD ST -21. v - 12 CONSTRUCT TYPE "A"P"B" CURB AND GUTTER PER COB STANDARD PLAN STA:10+69 N_ ST -1 . MATCH EXISTING CURB AND GUTTER. ❑5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF 13 WATER VALVE TO BE ADJUSTED BY OTHERS. CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. 1 � © CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF U v. W 7 LEGEND: FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. DMINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. DISTRICT 5L VD SYMBOLS: 4 ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •scw ADJUST SEWER MANHOLE FRAME AND COVER W.v. D4 WATER VALVE TO BE ADJUSTED BY OTHERS D4 v GAS VALVE TO BE ADJUSTED BY OTHERS FMANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS OF BAKERSFIELD, CALIFORNIA CONSTRUCTION NOTES: WORKS DEPARTMENT -" 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON _..... v " -- Engineer GURJEET S. ANTAL MANHOLEIUTILITY VAULT TO BE ADJUSTED BY OTHERS. TSl. THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB 10 NOT USED STANDARD SW -2 OR SW -4. t1 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB v. W 7 LEGEND: FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. DMINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. DISTRICT 5L VD SYMBOLS: 4 ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •scw ADJUST SEWER MANHOLE FRAME AND COVER W.v. D4 WATER VALVE TO BE ADJUSTED BY OTHERS D4 v GAS VALVE TO BE ADJUSTED BY OTHERS FMANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS s.L— RIDE STREET I ( , e DISTRICT L3L VD QROFESSJOAq /� F0 SING/ 13 REGISTERED CIVIL ENG NEER C 80507 A CITY OF BAKERSFIELD JT Q 1501 TRUXTUN AVENUE 9TF CIVIC- BAKERSFIELD, CA 93307 OF CAI-\` REVISIONS No. DATE DESCRIPTION 1 / / m- SCALE: 1 " = 40' LL, Lu J Kv Q - - - - T W -... - ur — �-fir Z SD CONSTRUCTION PLAN 6.1-1863 CITY OF BAKERSFIELD, CALIFORNIA CONSTRUCTION NOTES: WORKS DEPARTMENT -" 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON _..... v " -- Engineer GURJEET S. ANTAL MANHOLEIUTILITY VAULT TO BE ADJUSTED BY OTHERS. PAVEMENT REHABILITATION 2098 - 2099 RSTP: THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB 10 NOT USED STANDARD SW -2 OR SW -4. t1 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB Dote: OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. STANDARD ST -21. DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 12 CONSTRUCT TYPE "A"P"B" CURB AND GUTTER PER COB STANDARD PLAN ® ADJUST PULL BOX TO NEW GRADE. ST -1 . MATCH EXISTING CURB AND GUTTER. ❑5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF 13 WATER VALVE TO BE ADJUSTED BY OTHERS. 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. F7 CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ® CONTRACTOR SHALL INSTALL STANDARD 12.0' CROSS GUTTER PER COB STANDARD ST -3. s.L— RIDE STREET I ( , e DISTRICT L3L VD QROFESSJOAq /� F0 SING/ 13 REGISTERED CIVIL ENG NEER C 80507 A CITY OF BAKERSFIELD JT Q 1501 TRUXTUN AVENUE 9TF CIVIC- BAKERSFIELD, CA 93307 OF CAI-\` REVISIONS No. DATE DESCRIPTION 1 / / m- SCALE: 1 " = 40' LL, Lu J Kv Q - - - - T W -... - ur — �-fir Z SD CONSTRUCTION PLAN 6.1-1863 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT -" ""' ..... `... `V". "y" -"y'""' -1- _..... v " -- Engineer GURJEET S. ANTAL PAVEMENT REHABILITATION 2098 - 2099 RSTP: Job No: T9K218 Dote: Mar, 7, 19 Checked By: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD SHEET NO. 4OF14 I I ui PROF ESSI pNq PFQ SING/s ��. X/d' gp m Po e c �9 cy GENERAL NOTES: 'REGISTERED CIVIL ENGINEER a C 80507 f a 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY m COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. CITY OF BAKERSFIELD 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 1501 TRUXTUN A VENUE '9TF CI V I \- Qe� BAKERSFIELD, CA 93301 CF CA F 0 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, FZHVISIOIVS No. DATE DESCRIPTION o INTERCONNECT AND IRRIGATION LINES. II 5. CONTRACTOR SHALL O RESPONSIBLE TO REPAIR OAND/OR E REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 2 / / 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. °- 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS. 0 N m 0 N r L V V 0 p� Lu — — — — _ SD ON. W---------------------- - - wE E 4 E E E E —E— .� —�._._ Lu Nm _ SCALE: 7 " = 40' - - - Z- NIT Z�------- w— — — — N F�((� --- __ _- Iar — KK — — — — — — — — — — — — DISTRICT BLVD w NN fly p CON2AP LANE > w.v. i Z 11 H o, 5 12 7 12 Q WN, – – – – W.J. vv v Lu °--- --- - - -- _ _.- - - -- — — — Q N0 5 - 'n Lu G.V. .V'— — — — — �_ �.. ._..... _. _ �7.H^- DISTRICT BL VO -7 w Lu �I �\ N _ N N Y d H (n LEGEND: SYMBOLS: FULL DEPTH RECONSTRUCT ml ADJUST MONUMENT FRAME AND COVER CONSTRUCTION � n T q T n 7.0' TYPE ••A" H.M.A. so CONS f�UC IMV PLAN ADJUST STORM DRAIN MANHOLE FRAME AND COVER DMINOR CONCRETE CONSTRUCTION SEw CURBS AND GUTTERS ACCESS RAMPS. ADJUST SEWER MANHOLE FRAME AND COVER w.v. 0 D4 WATER VALVE TO BE ADJUSTED BY OTHERS GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. m GAS VALVE TO BE ADJUSTED BY OTHERS U c5 �O MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS 6.1-1863 J d < N Q CITY RECORD No. Frte Name: Fwnr R_ zala-zols RsrP_olso-ret ei�d Draw.,: c ANrA� PAVEMENT REHABILITATION 2018 - 2099 RSTP: SHEET :Oj CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No: T9K218 Engineer GURJEET S. ANTAL Dote: Mor. 7, 19 Checked 8y DISTRICT BLVD FROM GOSFORD ROAD TO STINE-ROAD 5 OF 0 1 2 3 CONSTRUCTION NOTES: 1� CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON �9 MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB 10 NOT USED STANDARD SW -2 OR SW -4. 11 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. STANDARD ST -21. CONSTRUCT TYPE "A"/"B" CURB AND GUTTER PER COB STANDARD PLAN ADJUST PULL BOX TO NEW GRADE. 12 � ST -1 . MATCH EXISTING CURB AND GUTTER. CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF 13 WATER VALVE TO BE ADJUSTED BY OTHERS. 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. CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ® CONTRACTOR SHALL INSTALL STANDARD 12.0' CROSS GUTTER PER COB STANDARD ST -3. 0 whi GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED W WITHIN THE PROJECT LIMITS. DISTRICT f3LVD E LEGEND: FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. 009MAN WAY 1 1 1, 1 1 11 I C — — �,.. 3 -- SYMBOLS: m ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •SE. ADJUST SEWER MANHOLE FRAME AND COVER m WATER VALVE TO BE ADJUSTED BY OTHERS G.v. NGAS VALVE TO BE ADJUSTED BY OTHERS MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS DISTRICT BLVD QROFESS/o SI NGy A g+ tito� �Q cp Fy REGISTERED CIVIL ENGINEER C 80507 CITY OF BAKERSFIELD sT9 C/vl �P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 rF OF Cp FoF REVISIONS No. ASHE ROAD ' 2 a II 1 5 P.I I O �•'" a 0 - - -- - W 0 E--." E " i• SCALE: 1 — 40 3 � W 12 5 N N 0 + .a.— — — — — --_Lu Lu — _.. — — — _..— — — — ..__ — T 0 I� —--- — ——— _— — — —— -- — Q Lu N CONSTRUCTION PLAN 6.1-1863 CITY CONSTRUCTION NOTES: BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON Eng;neer. MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. PAVEMENT REHABILITATION 2098 — 2099 RSTP: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD THE PLANS. Checked By VIA CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB 10 NOT USED STANDARD SW -2 OR SW -4. 11 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. STANDARD ST -21. 12 CONSTRUCT TYPE "A"I"B" CURB AND GUTTER PER COB STANDARD PLAN ® ADJUST PULL BOX TO NEW GRADE. ST -1 . MATCH EXISTING CURB AND GUTTER. ❑5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF 13 WATER VALVE TO BE ADJUSTED BY OTHERS. 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. 7❑ CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ❑8 CONTRACTOR SHALL INSTALL STANDARD 12.0' CROSS GUTTER PER COB STANDARD ST -3. 009MAN WAY 1 1 1, 1 1 11 I C — — �,.. 3 -- SYMBOLS: m ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •SE. ADJUST SEWER MANHOLE FRAME AND COVER m WATER VALVE TO BE ADJUSTED BY OTHERS G.v. NGAS VALVE TO BE ADJUSTED BY OTHERS MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS DISTRICT BLVD QROFESS/o SI NGy A g+ tito� �Q cp Fy REGISTERED CIVIL ENGINEER C 80507 CITY OF BAKERSFIELD sT9 C/vl �P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 rF OF Cp FoF REVISIONS No. ASHE ROAD ' 2 a II 1 5 P.I I O �•'" a 0 - - -- - W 0 E--." E " i• SCALE: 1 — 40 3 � W 12 5 N N 0 + .a.— — — — — --_Lu Lu — _.. — — — _..— — — — ..__ — T 0 I� —--- — ——— _— — — —— -- — Q Lu N CONSTRUCTION PLAN 6.1-1863 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ✓ab No.: r9Kz1e Eng;neer. cuRJ EET S. AN TA PAVEMENT REHABILITATION 2098 — 2099 RSTP: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD Date: Mar. 7, 19 Checked By VIA SHEET NO. 6 OF 14 !r I A GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS. STjN� C'9N�L QROFESS 24� SING � c> s r r STERED C1V1L ENGINEER c 80507 a CITY OF BAKERSFIELD T� P 1501 TRUXTUN AVENUE ap C1V11- BAKERSFIELD, CA 93301 F OF Cp&\F REVISIONS No. DATE I DESCRIP7/ON J - - - - _- _ _ - - _ - _ - - - - - _ - _ _ _ _ - --- -� - V Z� W.V. DISTRICT BLVD W N I FC-FATn- FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. SYMBOLS: 0 ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •sew ADJUST SEWER MANHOLE FRAME AND COVER w v. D4 WATER VALVE TO BE ADJUSTED BY OTHERS G.V. D4 GAS VALVE TO BE ADJUSTED BY OTHERS [O MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS m SCALE: 1 " = 40' CONSTRUCTION PLAN 6.1-1863 fire Nome: Pvmt Rehab 2078-2019 RSTP_D;stnct Blvd U�awn: G ANTAL PAVEMENT REHABILITATION 2018 - 2099 RSTP: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT !job No: T9K218 Engineer: GURJEET S AN7AL SHEET NO. Dote: Mar. 7. 19 1 Checked Bv. DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 7 OF 14 CONSTRUCTION NOTES: CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB 10 NOT USED STANDARD SW -2 OR SW4. 11 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. ol��uV�IVI�p�lii�ll'Ipu�i�ulgl ��III III �I,,. iiiiiil�\ ,�� ►MVV ��♦ < � . 1 CONSTRUCT TYPE "A"/"B" CURB AND GUTTER PER COB STANDARD PLAN ® ADJUST PULL BOX TO NEW GRADE. ST -1 . MATCH EXISTING CURB AND GUTTER. 0 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF 13 WATER VALVE TO BE ADJUSTED BY OTHERS. 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. CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. 7 CONTRACTOR SHALL INSTALL STANDARD 12.0' CROSS GUTTER PER COB STANDARD ST -3. i ,Iw QROFESS 24� SING � c> s r r STERED C1V1L ENGINEER c 80507 a CITY OF BAKERSFIELD T� P 1501 TRUXTUN AVENUE ap C1V11- BAKERSFIELD, CA 93301 F OF Cp&\F REVISIONS No. DATE I DESCRIP7/ON J - - - - _- _ _ - - _ - _ - - - - - _ - _ _ _ _ - --- -� - V Z� W.V. DISTRICT BLVD W N I FC-FATn- FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. SYMBOLS: 0 ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •sew ADJUST SEWER MANHOLE FRAME AND COVER w v. D4 WATER VALVE TO BE ADJUSTED BY OTHERS G.V. D4 GAS VALVE TO BE ADJUSTED BY OTHERS [O MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS m SCALE: 1 " = 40' CONSTRUCTION PLAN 6.1-1863 fire Nome: Pvmt Rehab 2078-2019 RSTP_D;stnct Blvd U�awn: G ANTAL PAVEMENT REHABILITATION 2018 - 2099 RSTP: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT !job No: T9K218 Engineer: GURJEET S AN7AL SHEET NO. Dote: Mar. 7. 19 1 Checked Bv. DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 7 OF 14 CONSTRUCTION NOTES: CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB 10 NOT USED STANDARD SW -2 OR SW4. 11 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. STANDARD ST -21. 1 CONSTRUCT TYPE "A"/"B" CURB AND GUTTER PER COB STANDARD PLAN ® ADJUST PULL BOX TO NEW GRADE. ST -1 . MATCH EXISTING CURB AND GUTTER. 0 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF 13 WATER VALVE TO BE ADJUSTED BY OTHERS. 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. CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. 7 CONTRACTOR SHALL INSTALL STANDARD 12.0' CROSS GUTTER PER COB STANDARD ST -3. QROFESS 24� SING � c> s r r STERED C1V1L ENGINEER c 80507 a CITY OF BAKERSFIELD T� P 1501 TRUXTUN AVENUE ap C1V11- BAKERSFIELD, CA 93301 F OF Cp&\F REVISIONS No. DATE I DESCRIP7/ON J - - - - _- _ _ - - _ - _ - - - - - _ - _ _ _ _ - --- -� - V Z� W.V. DISTRICT BLVD W N I FC-FATn- FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. SYMBOLS: 0 ADJUST MONUMENT FRAME AND COVER 0 S ADJUST STORM DRAIN MANHOLE FRAME AND COVER •sew ADJUST SEWER MANHOLE FRAME AND COVER w v. D4 WATER VALVE TO BE ADJUSTED BY OTHERS G.V. D4 GAS VALVE TO BE ADJUSTED BY OTHERS [O MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS m SCALE: 1 " = 40' CONSTRUCTION PLAN 6.1-1863 fire Nome: Pvmt Rehab 2078-2019 RSTP_D;stnct Blvd U�awn: G ANTAL PAVEMENT REHABILITATION 2018 - 2099 RSTP: CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT !job No: T9K218 Engineer: GURJEET S AN7AL SHEET NO. Dote: Mar. 7. 19 1 Checked Bv. DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 7 OF 14 t - w w U EDm 0 0 a .: 0 N U w 0 K J a¢ 1 'z z Cn ¢ GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS. 50' I 50' —� I T — — — — — P --- —=-W DISTRICT BLVD — og --.._. QH I DISTRICT f3LVO LEGEND: FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. 012I000M STREET SHEPAKP STREET 'x v. l� 11 SYMBOLS: O ADJUST MONUMENT FRAME AND COVER •SD ADJUST STORM DRAIN MANHOLE FRAME AND COVER •SEW ADJUST SEWER MANHOLE FRAME AND COVER WV D4 WATER VALVE TO BE ADJUSTED BY OTHERS G.V. D4 GAS VALVE TO BE ADJUSTED BY OTHERS 0 MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS CITY OF BAKERSFIELD, CALIFORNIA ( PUBLIC WORKS DEPARTMENT 11 3 11 13 141I 11 V. AKMSTIZONO ROAD No.: T9K218 Mor. 7. 19 Checked I@I is o PROF ESSIONgI 4, INC ci�' Fye REGITERED CIVIL ENGINEER C 80507 CITY OF BAKERSFIELD sT P 1501 TRUXTUN AVENUE 9pF CIVIC- pR� BAKERSFIELD, CA 93301 Cp CA F REVISIONS No. DA TF DESCRIPTION 1 / / STINE ROAD III SEW m m SCALE: 1 " = 40' 7 -4 CONSTRUCTION NOTES: 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. ❑� THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB 10 NOT USED STANDARD SW -2 OR SW -4. CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION 3 ❑ CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. STANDARD ST -21. 12 CONSTRUCT TYPE "A"/"B" CURB AND GUTTER PER COB STANDARD PLAN ® ADJUST PULL BOX TO NEW GRADE. ST -1 . MATCH EXISTING CURB AND GUTTER. CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF [131 WATER VALVE TO BE ADJUSTED BY OTHERS. 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. F7 CONTRACTOR SHALL INSTALL CASE B PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. Fg CONTRACTOR SHALL INSTALL STANDARD 12.0' CROSS GUTTER PER COB STANDARD ST -3. T — — — — — P --- —=-W DISTRICT BLVD — og --.._. QH I DISTRICT f3LVO LEGEND: FULL DEPTH RECONSTRUCT 1.0' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION CURBS AND GUTTERS, ACCESS RAMPS. GRIND AND OVERLAY 0.2' TYPE "A" H.M.A. 012I000M STREET SHEPAKP STREET 'x v. l� 11 SYMBOLS: O ADJUST MONUMENT FRAME AND COVER •SD ADJUST STORM DRAIN MANHOLE FRAME AND COVER •SEW ADJUST SEWER MANHOLE FRAME AND COVER WV D4 WATER VALVE TO BE ADJUSTED BY OTHERS G.V. D4 GAS VALVE TO BE ADJUSTED BY OTHERS 0 MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS CITY OF BAKERSFIELD, CALIFORNIA ( PUBLIC WORKS DEPARTMENT 11 3 11 13 141I 11 V. AKMSTIZONO ROAD No.: T9K218 Mor. 7. 19 Checked I@I is o PROF ESSIONgI 4, INC ci�' Fye REGITERED CIVIL ENGINEER C 80507 CITY OF BAKERSFIELD sT P 1501 TRUXTUN AVENUE 9pF CIVIC- pR� BAKERSFIELD, CA 93301 Cp CA F REVISIONS No. DA TF DESCRIPTION 1 / / STINE ROAD III SEW m m SCALE: 1 " = 40' 7 CONSTRUCTION PLAN 6.1-1863 PAVEMENT REHABILITATION 2018 — 2019 RSTP: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD SHEET NO. 8 OF 14 -4 I 116+61 -- --� k ,. V. F.H. � CONSTRUCTION PLAN 6.1-1863 PAVEMENT REHABILITATION 2018 — 2019 RSTP: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD SHEET NO. 8 OF 14 0 0 a I wil GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED W WITHIN THE PROJECT LIMITS. GOSFOKL? ROAD I 120 LF -- 11 770 LF77 14 14' SF 11+00 12 12+00 j 13+00 10+69 12' J 0_ 176 LF 8 i— — — — — _ i 14' -_ -- �-T Ll I 11 978 LF \ 15+00 910E 07-KEET I I 16+00 QROFLSsiDN� NCH � z 9 TERED CIVIL ENGINEER C 80507 a CITY OF BAKERSEIELD �dV– REVISIONS 1501 TRUXTUN AVENUE qT C1VO-BAKERSEIELD, CA 93307 F OF CAI- SCALE: 1 " = 40' u - W J — — 11 412 LF O 17+0078+00 — — — — — ' O 19+00 20+00 JV _ — I–N 010 7-KICT BL VD 9 458 LF N 'nIS.L. O 11 1070 LF — — — _. —. — -- Lu -- - W 21+00 22+00 23+00 12' —00 — — — !28+00 ry� 25y00 26+00 tT W � -- -- 27+00 —29+00 —_ � —+00 — _. 37+00 30 VJ N — - 0117011 1 rola LF — — _ — — — — —9 ro7o LF — — — _. —. .-- _ .— — — — —_ _ T._..._ — — - —. - — _ _ _ — — — _ 0/0 JrKICT f3L VD w W I IN N STRIPING AND MARKING NOTES: OINSTALL 1' WIDE (WHITE) STOPO INSTALL TYPE VII (L) ARROW, 27SF. 10 INSTALL DETAIL 38A. BARIPEDESTRIAN CROSSWALK MARKING OINSTALL RAILROAD CROSSING SYMBOL, O INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 11 INSTALL DETAIL 9. 70SF. O INSTALL DETAIL 29. 12 INSTALL PAVEMENT MARKING WORD "RIGHT", 26SF. O INSTALL TYPE IV ARROW (L), 15SF. O INSTALL DETAIL 22. 13 INSTALL PAVEMENT MARKING WORD "TURN", 24SF. OINSTALL TYPE IV ARROW (R), 15SF. O INSTALL DETAIL 32. 14 INSTALL PAVEMENT MARKING WORD "LANE", BSF. STRIPING AND MARKING PLAN 6.1-1863 CITY RECORD No. File Nome P— Rehab 2018-2019 RSTP_District Blvd Drown: G ANTAL PAVEMENT REHABILITATION 2018 - 2099 RSTP. SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No: T9K218 Engineer: GURJEET S. ANTAL Dote: Mar. 7, 19 Checked By. DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 9 OF 74 0 1 2 3 vi H W W 0 c� r m 0 0 0 a All GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES, 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS. T Z1 107,11 F-_- _ _ -=�_ ------ - ----- Lu 14' — ".1 83+00 34+00 12Lu 35+00 87+00 3gf0O — — 39+00 J 14• — — — _ _ — — — — `— — — — — _ _ '-'- — '— — —_ _ — — WOLF vl 11 1070 Q V 0/0 TIZICT BL VO I Ll� r LuW N GONKAD LANE I 5F 14' 1 } 17' GP�P� 40+00 41 QRpFESSlpN\ F� SING tiL"� `Q cp Fy F7 Z VIL ENGIN® 80507 ER f it C a CITY OF BAKERSFIELD Tq CIVIV �P 7501 TRUXTUN AVENUE BAKERSFIELD, CA 93307 F OF CA0F0� REVISIONS No. DATE Ni / / W ED J 0 '1'00 42+ `V + 2It ---_-_--.___ — —_ — N I� 11 895 LF z° — -- -- _ — —_ _— — —— — — — —— _ — —_ 14 W tW� 0 44-x00 -1 — — 45+00 — — — 46+00 — 12• — — — — — — — — — — — `V + V96647+00 4�8+00 49+0050+00 124 11 ra7o LF— — 9ss7 LF _ ---- __--.—_..._--.._ _.._— DISTRICT BLVD w I\ I N STRIPING AND MARKING NOTES: OINSTALL V WIDE (WHITE) STOP5 INSTALL TYPE VII (L) ARROW, 27SF. 10 INSTALL DETAIL 38A. BAR/PEDESTRIAN CROSSWALK MARKING O INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 11 INSTALL DETAIL 9. O INSTALL RAILROAD CROSSING SYMBOL, 70SF. OINSTALL DETAIL 29. O INSTALL TYPE IV ARROW (L), 15SF. O INSTALL DETAIL 22. O INSTALL TYPE IV ARROW (R), 15SF. O INSTALL DETAIL 32. LuJ �I SCALE: 1 = 40' STRIPING AND MARKING PLAN 6.1-1863 I1te Nome: Pvmt Renob zots-zot9 RSTP_ostrlct erve Drown: c ANTAL PAVEMENT REHABILITATION 2018 - 2099 RSTP: CITY OF BAKERSFIELD, CALIFORN/A PUBLIC WORKS DEPARTMENT Job Nn.: T9Kz18 Eng;neer GUR✓E T s ANTAL SHEET No. Dote. Mor. 7. 79 1 Checked Bv. DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 10 0F 14 v w w mm 0 O ..; GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS. LF L _ 12' 14' T — — — 11 898 LF /.STRICT BL VO BORMAN WAY 14' LF 12' 1141 LF / 11 364 LF - 60+00 61+00 12' --' 10 205 LF LF La J15 5F SF QROFESSIpNq siNCH ! REGISTERED CIVIL ENGINEER c BO507 A CITY OF BAKERSFIELD JT P 1501 TRUXTUN AVENUE eTF CIV1�- pg� BAKERSFIELD, CA 93301 OF CA F REVISIONS A5HE ROAD 1 II 1 SF 'I 327 SF 1 71 SF SF 1 93 Sr 3 15 sF V 0 p� 11 1070 LF Lu Lu _ — — _..._ __ } — _ — — — _... — — _._._ �.... — — T 64+00 12' 3 75 SF 65+00 66+00 — — — — — — — + 67+00 00+00 6H+� Q — -- -- -- 70+00 71+00 — — — — 2 — — — 12 — — — 72+00 75+00 74+00 Z J 3 1s sF — T4, — — — — — — — — — — — — — — — — — — — V ( z — — — — — — — — — — — — — — — — VJ wh— - _ _— _ ---_ — — --__-------------_ — ----- — v — —_--- 8 161 LF 10 108 LF 9 926 LF — 11 7070 LF — — — — — — — _ — — — — — — — — — — — _ --_ —_. — — _ — uj Lu 0107-KIC7- BLVD N N STRIPING AND MARKING NOTES: OINSTALL 1' WIDE (WHITE) STOP 5 INSTALL TYPE VII (L) ARROW, 27SF. O71 475 LF BAR/PEDESTRIAN CROSSWALK MARKING O INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 11 INSTALL DETAIL 9. O -- / {� ---- — — — — Lu 70SF. _ _ _ _ Lu 14' O3 INSTALL TYPE IV ARROW (L), 15SF. — — F No — Oq 53+00 54+00 55+00 12 ` 56+00 57+00 LF L _ 12' 14' T — — — 11 898 LF /.STRICT BL VO BORMAN WAY 14' LF 12' 1141 LF / 11 364 LF - 60+00 61+00 12' --' 10 205 LF LF La J15 5F SF QROFESSIpNq siNCH ! REGISTERED CIVIL ENGINEER c BO507 A CITY OF BAKERSFIELD JT P 1501 TRUXTUN AVENUE eTF CIV1�- pg� BAKERSFIELD, CA 93301 OF CA F REVISIONS A5HE ROAD 1 II 1 SF 'I 327 SF 1 71 SF SF 1 93 Sr 3 15 sF V 0 p� 11 1070 LF Lu Lu _ — — _..._ __ } — _ — — — _... — — _._._ �.... — — T 64+00 12' 3 75 SF 65+00 66+00 — — — — — — — + 67+00 00+00 6H+� Q — -- -- -- 70+00 71+00 — — — — 2 — — — 12 — — — 72+00 75+00 74+00 Z J 3 1s sF — T4, — — — — — — — — — — — — — — — — — — — V ( z — — — — — — — — — — — — — — — — VJ wh— - _ _— _ ---_ — — --__-------------_ — ----- — v — —_--- 8 161 LF 10 108 LF 9 926 LF — 11 7070 LF — — — — — — — _ — — — — — — — — — — — _ --_ —_. — — _ — uj Lu 0107-KIC7- BLVD N N STRIPING AND MARKING NOTES: OINSTALL 1' WIDE (WHITE) STOP 5 INSTALL TYPE VII (L) ARROW, 27SF. 10 INSTALL DETAIL 38A. BAR/PEDESTRIAN CROSSWALK MARKING O INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 11 INSTALL DETAIL 9. O INSTALL RAILROAD CROSSING SYMBOL, 70SF. 7O INSTALL DETAIL 29. O3 INSTALL TYPE IV ARROW (L), 15SF. O INSTALL DETAIL 22. Oq INSTALL TYPE IV ARROW (R), 15SF. O INSTALL DETAIL 32. CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT ime: Pvmt Rehab 2018-2019 RS/P_District Blvd Urown: C ANTAL No.: T9K218 Engineer: CUR✓EET S. ANTAL . Mor. 7, 19 Checked By: 0 SCALE: 1 " = 40 STRIPING AND MARKING PLAN 6.1-1863 PAVEMENT REHABILITATION 2098 - 2099 RSTP: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD SHEET NO. 11 OF 14 vi 0 II Ki GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010, 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS. VJ NOTES: PUBLIC WORKS DEPARTMENT 2' 1 <'„ "I', OINSTALL O V WIDE (WHITE) STOP BAR/PEDESTRIAN CROSSWALK MARKING IN LL RAILROAD CROSSING SYMBOL, O INSTALL TYPE VII (L) ARROW, 27SF. INSTALL PAVEMENT MARKING WORD "STOP", 22SF. ` 3O Oq SF. INSTALL TYPE IV ARROW (L), 15SF. INSTALL TYPE IV ARROW (R), 15SF. O7 O O INSTALL DETAIL 29. INSTALL DETAIL 22. INSTALL DETAIL 32. W Date: Mor. 7, 19 W /4— N° — — — — J DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 75+00 ( 76+00 12' V 1070 LF 1 �12' 14' — — — — 7070 LF 1070 LF / r7+00 Cl VIL CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93307 QROFESS/pNq F� 51 NGN C C 80507 a OF CAI_ REVISIONS I LL /STiNE C'9N,gL w -- -------------------— -- -- 0 lu 70 79+00— 80+00 st+oo 82+00 LW es+oo 04+00 Lu — — — — _ _--__ __ ___ __ _— _—_-__—_____ ____ �N 0/07-91CT OL VD --�1 W W N ii 1070 LF MV) — — — 14 1 0 — — — _ `U +00 86+00 87+00 12' as+oo 89+00 90+00 J 14' lIN M1 oo 92+00 to — — — — — --- — — — — — — — — — _ VJ + '93+00044 95+00 Luto 2 vJ 12' — — — — — — — — — — — — — — — — _ T —__—_——____-__-_— --- — _-----= ---_ — — — �N -- — — 9 1070 LF 11 7070 LF - - — ---- - - - - — _ —_ — — —� -- -- 0/07-91CT BLVD -- IN STRIPING AND MARKING NOTES: PUBLIC WORKS DEPARTMENT 2' 1 <'„ "I', OINSTALL O V WIDE (WHITE) STOP BAR/PEDESTRIAN CROSSWALK MARKING IN LL RAILROAD CROSSING SYMBOL, O O INSTALL TYPE VII (L) ARROW, 27SF. INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 10 INSTALL DETAIL 38A. 11 INSTALL DETAIL 9. 3O Oq SF. INSTALL TYPE IV ARROW (L), 15SF. INSTALL TYPE IV ARROW (R), 15SF. O7 O O INSTALL DETAIL 29. INSTALL DETAIL 22. INSTALL DETAIL 32. mk m SCALE: 1 " = 40' STRIPING AND MARKING PLAN 6.1-1863 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 2' 1 <'„ "I', -,.,, , I'll ., GURJEET S. AN TAL PAVEMENT REHABILITATION 2018 - 2099 RSTP: Jab Na T9K218 9..,,. En ineer: Date: Mor. 7, 19 Checked By: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD n i SHEET NO. 12 OF 14 r Rc GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANDIOR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS. 1�J21SSlJM STREET 7O 583 LF —_ W lz 196+00 — — � — — — — — — — — W yJ 99+00 12' 100+00 101+00 — - ---__ -----------_ -----: Q 9 583 LF -- -- W -- Lu DISTRICT BL VO 1 640 LF W N 5HEPAKL? STREET —►� I !12�F 4S 50' 7 209 LF 11 209 LF 2 j14 _ 1 '00108+00 } 14'A � moo 12'— rro+oo rrr+oo l J i 12' 144 — - - — _ — — — — _ — — 0107-9ICT 5L VO STRIPING AND MARKING NOTES: OINSTALL V WIDE (WHITE) STOP5 INSTALL TYPE VII (L) ARROW, 27SF. 10 INSTALL DETAIL 38A. BARIPEDESTRIAN CROSSWALK MARKING O INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 11 INSTALL DETAIL 9. O INSTALL RAILROAD CROSSING SYMBOL, 705F. O INSTALL DETAIL 29. O INSTALL TYPE IV ARROW (L), 15SF. O INSTALL DETAIL 22. OINSTALL TYPE IV ARROW (R), 15SF. O INSTALL DETAIL 32. 148 LF SF I QROF ESS10N4 s�Nc1/ << ZWP VGINEER z C 80507 r CITY OF BAKERSFIELD sT P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF Cq Fo REVISIONS LL W 11 295 CF J 7 40LF 11 48LF 9 96LF 7 179 CF -14 102+00 108+00 12' 104+00 105+00 W O 12'2 2 14' 14' -= = --- — _ --- �N t zo SF � �- - - 11 272 LF W W ARMSTRONG ROAD N 12' )98 LF 11 28OLF -}— — — t8lJ0 LF 14�12' 12' 416U 416L CITY OF BAKERSFIELD, CALIFORNIA ( PUBLIC WORKS DEPARTMENT Mor. 7, 19 L 9 258 LF 647 LF Checked 5.. ANTAL 142 STINE ROAD LJ LJ SCALE: 1" = 40' fa SF / I -=- 16+00 116+61 V — u PROJECT END fI� STA:114+81 N 7LF ® ! I STRIPING AND MARKING PLAN 6.1-1863 PAVEMENT REHABILITATION 2098 - 2099 RSTP: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD ■ SHEET NO. 13 OF 14 1 2 3 I NOTES= 1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS AND DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. J. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO START OF CONSTRUCTION OPERATIONS. QROFESSIpN\ SING c �F e v Z vGINEER c 805 7 ,t CITY OF BAKERSFIELD L=m�z �1501 TRUXTUN AVENUE C1V1 BAKERSFIELD, CA 93301 F CAO REVISIONS No. I DATE 4. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS TO BAKERSFIELD TRAFFIC ENGINEERING FOR APPROVAL. NO WORK SHALL 1 / / COMMENCE UNTIL TRAFFIC CONTROL AND DETOUR PLANS ARE APPROVED. 2 5. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. OF STREET AND C OF CONSTRUCTION FL 2' 64' - 139' FULL DEPTH RECONSTRUCTION 177 PLAN EXISTING GROUND ELEV47 1.0' TYPE "A" HMA EX. NATURAL GROUM COMPACTED 959 MA, EX. LIP OF GUTTER DIS TRIC T BL VD RECONSTRUCT PHASING PHASE NO. q OF STREET AND C OF CONSTRUCTION 2'- 64'— GRIND 64'GRIND AND OVERLAY SEE - L-III=I I F311=II I ffi I IEIIL-111�II-IIL.IIP-11L-11F�IEIIL.I w.. _ IJ I � I I=11 EI I I=11 1811=111=11I� 11=11�� ISI I=111=1I I� I ILI=IIII -WLII IIIIII�I w111 lIIIIIF_IIIIIIIII�I�I1�1 11_I EXISTING GROUND ELE� 0.2' TYPE "A" HMA nerclaFyarhrrm X. LIP OF GUTTER STA 10 + 69 TO STA 39 + 38 STA 41 + 40 TO STA 77 + 16 STA 78 + 17 TO STA 105 + 92 STA 106 + 92 TO STA 114 + 81 N.T.S. OF STREET AND C OF CONSTRUCTION FL FL FL 2, 2" 2" 64' - 139' 64' - 139' FULL DEPTH SEE PLAN FULL DEPTH RECONSTRUCTION RECONSTRUCTION _ ,T--- rr- i I I 2 rT 1 I DISTRICT BL VD GRIND AND OVERLA Y PHASING PHASE NO. 1 AT ARVIN EDISON CANAL CROSSING STA 39 + 38 TO STA 41 + 40 AT STINE CANAL CROSSING STA 77 + 16 TO STA 78 + 17 N. T. S. 7.0' TYPE "A" HMA EX. NATURAL GROUND COMPACTED 95% MAX EX, LIP OF GUTTER - D/STR/CT BL VD RECONSTRUCT PHA SING PHASE NO.2 OF STREET AND C OF CONSTRUCTION CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT — 64 GRIND AND OVERLAY SEE PLAN — EXISTING GROUND 0.2' TYPE "A" HMA EX. NATURAL GROUND EX. LIP OF GUTTER STA 10 + 69 TO STA 39 + 38 STA 41 + 40 TO STA 77 + 16 STA 78 + 17 TO STA 105 + 92 STA 106 + 92 TO STA 114 + 81 N.T.S. 64" GRIND AND OVERLAY 2 rr- I I DIS TRIC T BL VD GRIND AND OVERLAY PHASING PHASE NO.2 AT ARVIN EDISON CANAL CROSSING STA 39 + 38 TO STA 41 + 40 AT STINE CANAL CROSSING STA 77 + 16 TO STA 78 + 17 N.T.S. Nome: Pvmt Rehob 2018-2019 RSTP_District Bl#L)roNo.: T9K218 te: Mor. 7" 19 PHASING PLAN PAVEMENT REHABILITATION 2098 - 2019 RSTP: DISTRICT BLVD FROM GOSFORD ROAD TO STINE ROAD 6.1-1863 SHEET NO. 14 OF 74