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HomeMy WebLinkAbout6.1-1740SHEET 1 TITLE SHEET CITY OF 3AKERSFIEI D SHEET 2 SECTION DETAILS SHEET 3 COB STANDARDS/CAL TRANS STANDARDS DEPARTMENT OF P WORKS SHEET 4-5 CONSTRUCTION PLANS SHEET 6 PHASING PLAN THE MONUMENT AT THE INTERSECTION OF WHITE LN AND GOSFORD RD SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DA TUM NA VD 83. MONUMENT ELEVATION = 361.00' BA SIS OF BEARING THE CENTERLINE OF GOSFORD ROAD SHALL BE USED AS THE BASIS OF BEARING. CTTY STANDARDS PER COB PROPOSED DESIGN MANUAL SW -2, SW -4, SW -6, ST -7, ST -21 2010 REVISED STANDARD PLAN: RSP A88A AND RSP A88B A2OA, A20B, A20C, A20D, A24A, A24B, A24C, A24D, A24E — — — EASEMENT -- RIGH r - OF- war — CEN TERLINE RAILROAD TRACKS X CHAIN LINK FENCE UTILITY SYMBOLS w EXIST WATER LINE S G EXIST GAS LINE SD OH EXIST AER/AL E LINES T\/ cvicr i inincor"oni 1nin r PAVEMENT REHA BIL I TA TION 2015m2016,RS TP: GOSFORD ROAD FROM PACHECO ROAD TO WH/TE LANE FED. PROJECT NO. STPL 5109(227) CITY PROJECT NO. T6K228 ------- EXIST. CURB &CUTTER --------------- EXIST. A.C. FLOWLINE EXIST. EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS TV CABLES — 0 EXIST OIL LINE FO F.H. Fo-1 MANHOLE o(D., FIRE HYDRANT P.P.POWER I TEMS W.M. UNIT OF MEASURE -0 POLE LF WATER METER 58 LF W.V. 1,54.3 ED EXISTING MONUMEN T N WA TER VAL VE TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39A 346 G.M. PAVEMENT MARKINGS (THERMOPLASTIC) 0 FU TURF MONUMEN T ® GAS METER S.3 L EXCA VA TION V CY S TREE T LIGHT GAS VAL VE S TREE T LIGHT W/MAST ARM BENCHMARK C.O. CLEAN OUT Ellp- A U TO SCOPE © PRE– EMP TION DEVICE EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIS T UNDERGROUND PHONE L INE EXIST FIBER OPTIC LINE LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I TEMS ESTIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 9 9,775 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 22 58 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 36 1,54.3 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39 3, 031 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39A 346 LF PAVEMENT MARKINGS (THERMOPLASTIC) 1, 635 SF FIRE HYDRANT MARKERS 16 EA EXCA VA TION 3,345 CY Job No.: T61<228 File Path: S:\PROJECTS\2015-2016\15-16 RSTP\T6K228_Pavement Rehab Gosford Rd\EXHIBITS & DRAWINGS File Name: Pavement Rehabilitation— Gosford Rd.dwg "Ry" NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH QROFESS/pN� 51 NGy ZT w C 80507 * Exp. 3-31-17 ��9TF CIVIL�O��\P OF CAS\ 0.55 MILES 00 N Z Q J Z 0 0 0 0 U W Z V Q 0 0 0 0 0 CL O O N LO O N 0 Q m T W W r) W F— F— O m O 2= SEE PLAN Q Cb O N 0 a a 3 ry 0 O 0 I O a a C_ a) m c E a / Cn z Q ry U7 m _ x W E O V) O CD a O ry C N E a) a n 00 N N V F- ry MCI LO O J N Q I~ LO z �Q O N Uj U) F - f" W U W W � ry O:D ct U n /52 66 m VARIES (34' - 46 ) FULL DEPTH RECONSTRUCT 1.33' HOT MIX ASPHALT TYPE A' FULL DEPTH RECONSTRUCT ON GOSFORD RD STA 13 + 00 TO STA 21 + 35 N. Ts LIP FL LEGEND: FULL DEPTH RECONSTRUCT AREA OF 1.33' TYPE "A" H.M.A. I -III -III NATURAL GROUND COMPACTED TO 95% MAX RELA T/ VE DENSITY. GRIND AND OVERLAY AREA, COLD PLANE EXISTING PAVEMENT TO 0.20' DEPTH. THEN OVERLAY 0.20' TYPE "A" H.M.A. EXIST/NG PA VEMENT SECTION. NOTES: OCROSS SLOPE SHALL BE AT LEAST 27. BUT SHALL NOT EXCEED 4% CONTRACTOR SHALL BE RESPONSIBLE TO HAUL OFF ANY EXCESS MATERIAL TO MEET THE SLOPE REQUIREMENTS OCONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, CONDUITS, FACILITIES, AND VEGETATION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND REPLACE ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES, AND VEGETATION WITHIN THE MEDIAN ISLAND. FL LIP O CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY OF BAKERSFIELD TRAFFIC ENGINEER PER THE CURRENT MUTCD REQUIREMENTS ' VARIES (36' - 49') EXISTING (36' - 49) LIP 3 FOR EACH PHASE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THE TWEL VE (12) FEET IN WIDTH SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. VARIES �- -- ---- - MEDIAN ISLAND WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS. WI GR/ND AND OVERLAY 0.20' WIDTH 4' GRIND AND OVERLAY 0.20 5 J� TYPE "A" H.M.A. TYPE A" P H.M.A. SEE PLAN 4 FINAL H.M.A. LIFT SHALL BE DONE AS THE LAST PHASE OF PAVEMENTALL H.M.A. PAVEMENT JOINTS SHALL BE PLACED ON THE PR O SEE STRIPING LAYOUT ON SHEETS 4 & 5. 0 OSED LANE LINES. W 5' Y 1 I BINE _ 71 IF m I Q � GRIND AND OVERLAY ON GOSFORD ROAD STA 21 + 35 TO STA 23 + 07 STA 28 + 07 TO STA 38 + 45 NTS. FL LIP VAR/ES (36' - 49) EXISTING MEDIAN ISLAND VARIES (23' - 34 ) GRIND AND OVERLAY 0.20' WIDTH 4' GRIND AND OVERLAY 0.20' TYPE 'A" H.M.A. VARIES (4'-14) TYPE 'A" H.M.A. SEE PLAN GRIND AND OVERLAY ON GOSFORD ROAD STA 23 + 07 TO STA 28 + 07 N. T.S LIP VARIES 4' 23' TRAFFIC FLOW CITY OF BA KERSF/EL D, CA L IFORN/A 6" (PER CALIFORNIA MUTCD 2012 FIGURE 3B-102) TYP. N r FIRE HYDRANT ■ LANE TWO TRAFFIC FLOW LANE ONE FIRE HYDRANT MARKER LOCATIONS PUBLIC WORKS DEPAR N. T. S. ENT 1File Nome*Pavement Rehabilitation_ Gosford Rd ,16b No.: T6K228 Date: Jul. 7, 16 BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE.- TERMINATE CENTERLINE OR CENTER LANE 5' WIDE AT CURB AND GUTTER /LINES AND NEAR SIDE LANE LINES AT 4' A T CURB ONLY MID -ARC POINTS OF THE CURB RETURNS WHEN FH W/THIN 10' OF CURB RETURN BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING Liv✓ VG 1-"- Jy H / DUN WHEN DETAIL 39A /S NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN a—TRAFFIC FLOW TRAFFIC FLOW —� TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID—ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTION WITHOUT STOP BARS N. T, S LL QROFESS/pNq I NG/y C F -- Q v Z REG/ TERED CIVIL ENGINEERI LZC80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93,301 OF CALIF REVISIONS No. DATE DESCR/P TION 1 CROSS SECTION DETAILS CITY RECORD No. Engineer: JOJOE CATALAN Drawn: GUEET S ANTAL PAVEMENT REHABILITA TION 2015 - 2016 RS TP: Checked By. L 5 GOSFORD ROAD FROM PACHECO ROAD TO WH/TE LANE o 1 SHEET NO. 2 OF 6 1 12 3 Vor Expansion Joint Street R/W wx: S4-2%xv Voriob/e Y\ o,�� Flowline SW-4REV of Gutter i' STANDARD DATE 4/a/f -F- Flow Flowline Expansion Joint of Gutter Class A" Concrete CHECKED sum Crossgutter Grade = 0.6%Min. Flowline E✓evotion at this point shat/ not be below elevation at other end o/ this return Vor. -► - Expansion i Joint 40 /-5 Ln Property Curb out Where incoming and outgoing I sewers /n a manhole vary in size, extend lower halves of sewers 8,0" (0.2m) beyond inside of wall and shape transition channel between Shelf �' 4l0" ends of lower halves of pipes (Y� Where incoming and outgoing I sewers in a manhole ore of the some diameter, the top half of pipe shall only be removed between walls and Inlet She// ok ,W �. �k Is � Expansion Joint � the broken edges shall be o CX -)STANDARD 6.0' (1.6m) CROSS GUTTER J plastered smooth with cement motor. 1�_Xi Standard Curb Return Radius PLAN AT SURFACE PLAN AT BOTTOM ' II is to be 20' (6.0m) unless otherwise See note directions above P.C,C, slob not to be poured until opprol�d by City Engineer. R=0.5" R=0. paving is in place. Slob and /id Expansion Joint var. (12mm) to be 0.125' to 0.25" (3mm to 6mm) Vor. below new finished paving. .� Street R/W Variable 1" 20w Wit Q Expansion i Property QGw Wa Joint i •`�e op y (fin) -i (Qan NOTES.' Flowline ��pa Line I It g•1• tto / of Gutter "s CS 2,• 1 Martor, 1. All work shall conform to the applicoble sections o/ the Dry Pocked specifications entitled "Standard Specifications, State o/ �• Flow California, Deportment of Transportation', opproved current edition. Flowline Expansion Joint of Gutter Curb 2. All unlined manhole joints shall be filled with Kent O Cross after Grade = 0.6% Min. seal or approved block mostic equal. Inside of manholes N Expansion Joint must be mortared and neatly raked or wiped on inside 1-Z STANDARD 12.0' (33.7m) CROSS GUTTER o/ pipe. J. Pre cost reinforced manhole sections shall be constructed 95% compaction >, in accordance with the provisions o/ ASTM C-478, 1. D' (0.3m) deep NOTES: current edition. 2.0' (50mm) 1 All work shall con/ons to the applicable 5. All Crossgutter locations and sizes are >, sections of the specifications entitled to be approved by the City Engineer. 4. All sewer manholes shall be lined with 'T --Lock' or a Standard Speci/icoti^ State o/ approved equal. _0 Colifornio, Department o/ Transportation , 6, Bearing soil shall be compacted to 95% 40' a 1,0' 1.0' adopted current edition. of maximum dry density as determined by (%�►) 5. Concrete pod shall be cured with o white pigmented curingcompound as per section 90-7.018 0/ the standard (0.3m) (0.3m) A.S. T.M. D-1557 to a depth o/ 1' (0, 3m) speccolions 3,0' (0.9m) 3.0' (0.9m) 2, Concrete /or cross gutter shall be Goss below crossgulter and 1.0' (0,3m) to each 8,0' 2.4m A" and shall conform to the requirements side o/ the crossgutter. ( ) o/ the Standard Specifications Shelf slope is 8.33% 6, See standard drawing SW -6 for frame, cover, and 7. Concrete shall contain no additives unless drop manhole details a, SECTION A -A 3. Expansion joints shall be constructed prior approval is obtained from City Engineer -a every 30' (9.(Mr) or as directed by the 7. All channels shall be smooth finished with steel trowel 95% compaction City Engineer. 8, Concrete shall be cured with o white 4 0w at Shelf shall be broom finished for slip resistance. ch1.0' (0.3m) deep pigmented curing compound complying to (Q�►) 3.0' (7,5f nm) 4. Concrete shall be class A` and slump section 90-7.OlB o/ the std specifications E shall be within 2.5' (65mm) to 4,5 (0,11m) 0 FILENAME: ST-7REV 'Goss A' FILENAME: SW-2REV DATE 6/2/99 �0 ` Concrete DATE s/z/ss 0 1.0' 1. D' STANDARD DRAWN JCU (�'�'m' STANDARD DRAWN JCU (0.3m) I 1 (0.3m) RESIDENTIAL CHECKED • CHECKED 6,0' (1&n) '[76*.0' (1.8m) CROSS SCALE M. SHAW (Y, MANHOLESCALE M. SHAW 0 14'(4.3m) GUTTERS N•T.S. TYPE "A" N.T.S. +� APPROVED SHEET NO. Special APPROVED SHEET NO. 0 SECTION B -B CITY OF BAKERSFIELDAggregate SECTION CITY OF BAKERSFIELD CALIFORNIA ST_7 (Calcareous) CALIFORNIA SW -2 t� CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT W P.C.C. slob not to be poured until paving Note.- PCC Slob not to be placed until owls is in lace. - 1 See standard is in place. Slab and lid to be 0.125" to p 9 p 4l0 Y.�'n • 0.25' (3mm to 7mm) below new paving 2.0' (0.6m) Square ( ) ♦ drawing SW -6 A.C. Powng for frame and 0 Edge Pick Hole Sowcut i cover details 0 (OP(Optional) 10' (25mm) Letters , , ) 0.25" (5mm) Hign � \ •.' •'�•,'•': y ,':•,•:.:.• � . • -� t� 0.5' x 0.375' Diamond Mot, �I .'' '" :`�. ' ,::. •: -� ` The upperportions o/ incoming (1 (12mm x 9mm) o o e ^! :' <.:l: and outgoing sewers shall be 0.125 (3mm) Deep` ( removed and the broken edges I O ^o :: e 6.0' (0�io. ?_ • shall be plastered smooth with z A MONUMEN A `•!•;;.� ': or o ( cement molar. $.:::' I " `• "'' ' tc Class A " • '' ' Concrete Building paper or / p Top °/ *' s • Plastic in pints Mont L BK SF umen4 q,V .. � .K,'':i�� 0J r------ --�I-J do•�a 0.5" (12mm) Hole ,^ ~ 0.75' (20mm) Letters Pipe Losing 12' (0.3m) Dio. M 0.125' (3mm) High 2,0' (0,6m) Square TOP iAENV Note: P.C.C. slob not to be ' _r PLAN Concrete Pod X poured until poWng is in place. W 12.125" (0.3m) SECTION THRU MONUMEN T 0ft� 0,06" (2mm) 10.75" (0,27m) 0.625' (16mm) ' I 0.375' (i0mm) 9.875" 0,25m NOTES: ( ) 0.75" (19mm) _0 �_ 1, All work shall conform to the opplicoble sections o/ the specifications emit/ed 'Standard O sig Specificotians State of V) 1.625" 4 m) California, Deportment of Transportation", opproved current 00,25" (6mm) 9,5" (0,24m) edition, and the following general notes: • ` SECTION 0 2. Costings shall canton to the provisions of the specifications 6 t7 `d for grey -iron castings, seriol designation ASTM,• A48 doss no, 308 �e 2.1 Mortar, 0.375' (lOmm) 10.125" (0.26m) gQa <,-\ Dry Pocked 3. All frames and covers shall be tough, grey cost iron, free from warps crocks swells and cold sheet, and shall have a �;• 10, 875" (0.28m) workmanlike finish. For NO TES: Q> SECTION A -A 4. The seals of frames and bearing /aces of the covers stroll be 1, All wok shall conform to the applicable sections E Stomp Disk with RCE. machined for o smooth, non -rocking fit between the two costings o/ the specifications entitled Standard Speciticotiors, >or L.S Number. State of Coli/on/o, Department of Transportation' lir 5. Costing shall be thoroughly cleaned and dipped twice in a Pipe approved current edition. I Concave depression /o preparation of asphalt or coal tar and oil applied at 3000 F biometer 00 Surveying purposes to form o firm and tenacious seal. 2. Mortar shall consist of one port Portland Cement Varies N and two ports o1 clean, well graded sand. N 6. Concrete shall contain no additives unless prior writlen approval is obtained from the City Engineer, (yam) 3. Joints shall be M/ed with motor and neatly cleaned yo• or wiped on inside of pipe. 7. Concrete shall be cured with a white pigmented curing compound Q,gm F- complying with section 90-7.018 of the Standard Specifications ( � -� 4. Pre cost reinforced manhole sections small be (n s � constructed un accordance with the provisions of 8. The surface shall be finished to grade, troweled smooth, and �` ASTM C-478, current edition. 2.0given o light broom finish. 5. Eccentric side should be installed in the upstream ' (50mm) 9, All concrete used shall be Goss A' � direction of the main line whenever possible or as directed by the City Engineer. j 0.125' (3mm) 10, The name o/ the manufacturing company shall be on the , 6: , c0 underside o/ the cover. ���e" 6. All transitions between pipe inverts shall be o smooth wrapped surface. 0 J Disk and Stem to be ll. P' a casing shall be 10' 02-% lD steel, ARS, or asaoss / N Q Disk whop be Lentz rP 9 (• ) • I z No. 8134-13 or cost together of Bronze directed by the City Engineer. Concrete' � approved equal N Gutter not shown - B) RETAINING CURB RETAINING CURB IF 15 IF NECESSARY AT NECESSARY AT EDGE 0.45' Mn AND 0.47' Mar az • R 5'-0' EDGE OF SIDEWALK R OF SIDEWALK TOP D'a4 F_ Mm SIDEWALK I I,n Mn A! Mm 3 ,v 1.5X Mox BASE Dio I 7.5X 7.5X SIDEWALK SEE NOTE 9 ox ° tie `E0. 1. I M z SIDEWALK O 7.sx 7.5% sup . EDGE FRONT M� n Max W Mox K sir AA SDE WALK n o I''IN I €' s RAISED TRUNCATED DOME I%- 0% Mox,wax M FRONT ATCURBT CURB ° EDGE OF FRONT EDGE C SEE NOTE 9 CASE C NC3TES, SIDEWALK Of SIDEWALK 9.0X Mox A A 1. As site condl'ions dictate. Case A through Case G curb romps moY be A used for corner installations similar to those shown n Delos A an E 9T Mox B SEE AT CURB Detail B. The case of curb romps used n Detos A do not have to 4'-2' AT CURB NOTE 9 1.5X SI�y/� be the some. Case A through Code G curb romps also may be used of fVO SIDEWALK oz ar mid block [motions. as site conditions dictate. CASE A CASE B ;�; OF SIDEFRONT WALK :5 9.0% Max 2. If distance from curb to bock of sidewalk is loo short to • AT CURB mcommodole romp onnndpr4•-2' plotlorm (lend" as shoes n Corse A. the Sidewalk m FRONT may be widenedasin Cmees pd longitudndly n Case B. or C or - ^J [R. 6' EDGE OF SIDEWALK z yp 3 When romp is IotalW do canter or euro return, eroaswalk fTl SIDEWALK ax F F configuration must be similar to that shown for Detail B. 0 ox SIDEWALK MNING N 'v c SEE NOTE 9 r' c K B'. (80TH 4. As site conditions dictate, the retaining euro ode and the huatl S OF side of the Cmc C romp stall be constructed in reversed position, FT7 '• AT9.Moz P) 5, If located on o curve, the sides of the romp need not be parallel, FRONT AT CURB but the mndmum Width of the romp shall be 4'-2'. EDGE OF SIDEWALK AT Max 4 RETAINING 4 - Mn E NOTE 9 (n AT CURB E NOTE 9 �� 6. S'de slope of romp holm vtuwl uniformly ham o maximum of 9.0X of -{ p _ .1 a+rD to conform wits iongitutl'nal aiae.alk slope adjacent to top of D the romp, except n Cmc C and Coes F. Z FRONT /���� C PLANTING EDGE OF CASE F CASE G 7. Transitions from romps and tondnq to lois. gutters er streets 0 0% ax 9.0% Mo. SIDEWALK shall be hush no 1 and free of t khan > AT CURB AT CURB AREA Sae Note 4 ( °�Yp 9es' RETAINING CURB B. Counter sl rig qu y (BOTH SIDES OF RAMP) GUTTER open or adjosi hers and rood surfaces Immediately FLOWLINE TOP OF RAMP 4'-2' Mn odjocent to and within 24 aches or the curb romp shall not De 0 A a-2 SEE NOTE 9 RDUNDED i steeper than 1:20 (5.01[1. Gutter pan Slope shall not exceed 1' or n � 6 SEE NOTE 8 7 dept ler each 2'-0' o ridih, A P- 1,5% Mox r -I 9. Curb romps shM have o detectable warning surface that extends r m Typ 7.5% Mar the full width and 3'-0' depth of the romp. A 4 -0' wide detectable CASED CASE E SECTION A -A warning surface may be used an o 4-2' fide euro romp, Detectable > Warning Surfaces shall conform to the requirements n the Slondord Z GUTTER Speeir�eotian>. �= WHERE A FLARED SIDE OCCURS FLOWLINE RETAINING CURB 10. SId 1 and romp thieknas, '7', shall be 3' minimum. PROVIDE 2'-0' Min OF CURB �R�ZJNDED��� MIF NECESSARY it. Uls"y pull Dares, manhole% voults and all other utility facilities -0 o Within lee Doundofias of the curb romp will be relocated a 0 Wj o odj ated to grode Dy the owner prix to, or n conjunction with, 1d" aura romp construct'an. > 00 e 12. Deltable waning surface may hove to be cut to allow removal of Rq o: e utsity covers While maintaining lull detectable warning WidthCO J� MP 4_ �° c SECTION B -B and depth. > Depress entire sidewalk m required SIDEWALK / x RETAINING CURB / j0 0 0 ANG v7 j LF GUTTER NE 8' NECESSARY 2.3' ER AND 2.4' Mar -A: 0 0 CENTER TO CENTER SPACING 00 O 10 SIDEWALK F`j *`2, �, 1.5X Mar RAISED TRUNCATED DOME PATTERN (IN-LINE) NOTE 8 DETECTABLE WARNING SURFACE SECTION C -C see Note 9 WHERE A FLARED F- LIMIT OF PAY SIDE OCCURS CROSSWALK IF PROVIDED 4'- ' Mn PROVIDE 2'-0' STATE OF CALIFORNIA CROSSWALK IF PROVIDED Min OF CURB ROUNDED r DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS DETAIL A DETAIL B �{ NO SCALE TYPICAL TWO -RAMP TYPICAL ONE -RAMP SEE 6 RSP ABBA DATED JULY 3, 2015 SUPERSEDES RSP ABBA DATED MARCH 21, 2014 AND CORNER INSTALLATION CORNER INSTALLATION RETROFIT PAY LIMITS RSP ARBA OA PAGE 1211 OFTHESTANDARD PLANS BOOK AN ANA ATED TE OL 20 2011 - see Note 1 See Notes 1 and 3 Existing curb and saswak REVISED STANDARD PLAN RSP A88A Gutter not shown RAISED ISLAND SLOPE PASSAGEWAY TO DRAIN 1.5X Mout B IF NECESSARY, CONSTRUCT RETAINING SEE NOTE 3 �pls� CURB AT EDGE OF SIDEWALK CURB RAMP, CURB RAMP, SEE NOTE 7 SEE NOTE 7 5'-0' Min SEE NOTE 3 -'DETECTABLE WARNING SURFACE, >t PROVIDED B SEE NOTE 2 NOTES. 1.5% Mar Moz (SIDEWALK 3 I. Sidewalk, romp and passageway thicknes% 'r, shall be er x W 6' < 3?' mninum. o,r'• ° Y Min 3 x 2. For details of detectable warning surfaces, see Revised n ; i W ; Standard Plan RSP ARBA. Where an Wand passogevroy ;ength is greater than or equal BCR al d' surface shallllow extend than the fullOwidth and 2ch '-0' depththethe DETECTABLE WARNING CROSSWALK possogawy length. Where on island passogeWa length is SURFACE, SEE NOTE 2 I VIRAISED ISLAND rxeater than a equal a 8-0, Goch dele°i a wommg A surface shill extend the lull width and 3'-0' depth Of the CASE CAA CURB RAMP moP�y w�updanoela 4 2' Bole island tect�ss�pyhq surface �7 TYPE A PASSAGEWAY 4. Transitions from romps to walks. gutters or streets shall RAISED ISLAND be flush (no lip) and Tree of abrupt changes. RAISED ISLAND 4._2. 5. Unity pull boxes, manholes, voults and all other utsity SLOPE PASSAGEWAY Mn SEE NOTE 3 facilities within the boundaries of the curb rump will be TO DRAIN 1.5% Max DETECTABLE ralacoted or adi sled to rpode by he owner prior to. DETECTABLE WARNING er n conjunction with, caro romp construction. WARNING CURB RAMP, SURFACE• CURB RAMPSURFACE. B -f 6. DeleetobM nnng surloce may have to be cut to allow SEE NOTE 7 , SEE NOTE 2 SEE NOTE 7 SEE NOTE 2 Rl,f!E wx: S4-2%xv $�% n) Y\ FILENAME: SW-4REV 7• %�o�tionaUwrb romp details. see Revised Standard i' STANDARD DATE 4/a/f SEE NOTE 3 STANDARD DATE 6/2/99 DRAWN Class A" Concrete out Where incoming and outgoing I sewers /n a manhole vary in size, extend lower halves of sewers 8,0" (0.2m) beyond inside of wall and shape transition channel between Shelf �' 4l0" ends of lower halves of pipes (Y� Where incoming and outgoing I sewers in a manhole ore of the some diameter, the top half of pipe shall only be removed between walls and Inlet She// ok ,W �. �k Is � Expansion Joint � the broken edges shall be o CX -)STANDARD 6.0' (1.6m) CROSS GUTTER J plastered smooth with cement motor. 1�_Xi Standard Curb Return Radius PLAN AT SURFACE PLAN AT BOTTOM ' II is to be 20' (6.0m) unless otherwise See note directions above P.C,C, slob not to be poured until opprol�d by City Engineer. R=0.5" R=0. paving is in place. Slob and /id Expansion Joint var. (12mm) to be 0.125' to 0.25" (3mm to 6mm) Vor. below new finished paving. .� Street R/W Variable 1" 20w Wit Q Expansion i Property QGw Wa Joint i •`�e op y (fin) -i (Qan NOTES.' Flowline ��pa Line I It g•1• tto / of Gutter "s CS 2,• 1 Martor, 1. All work shall conform to the applicoble sections o/ the Dry Pocked specifications entitled "Standard Specifications, State o/ �• Flow California, Deportment of Transportation', opproved current edition. Flowline Expansion Joint of Gutter Curb 2. All unlined manhole joints shall be filled with Kent O Cross after Grade = 0.6% Min. seal or approved block mostic equal. Inside of manholes N Expansion Joint must be mortared and neatly raked or wiped on inside 1-Z STANDARD 12.0' (33.7m) CROSS GUTTER o/ pipe. J. Pre cost reinforced manhole sections shall be constructed 95% compaction >, in accordance with the provisions o/ ASTM C-478, 1. D' (0.3m) deep NOTES: current edition. 2.0' (50mm) 1 All work shall con/ons to the applicable 5. All Crossgutter locations and sizes are >, sections of the specifications entitled to be approved by the City Engineer. 4. All sewer manholes shall be lined with 'T --Lock' or a Standard Speci/icoti^ State o/ approved equal. _0 Colifornio, Department o/ Transportation , 6, Bearing soil shall be compacted to 95% 40' a 1,0' 1.0' adopted current edition. of maximum dry density as determined by (%�►) 5. Concrete pod shall be cured with o white pigmented curingcompound as per section 90-7.018 0/ the standard (0.3m) (0.3m) A.S. T.M. D-1557 to a depth o/ 1' (0, 3m) speccolions 3,0' (0.9m) 3.0' (0.9m) 2, Concrete /or cross gutter shall be Goss below crossgulter and 1.0' (0,3m) to each 8,0' 2.4m A" and shall conform to the requirements side o/ the crossgutter. ( ) o/ the Standard Specifications Shelf slope is 8.33% 6, See standard drawing SW -6 for frame, cover, and 7. Concrete shall contain no additives unless drop manhole details a, SECTION A -A 3. Expansion joints shall be constructed prior approval is obtained from City Engineer -a every 30' (9.(Mr) or as directed by the 7. All channels shall be smooth finished with steel trowel 95% compaction City Engineer. 8, Concrete shall be cured with o white 4 0w at Shelf shall be broom finished for slip resistance. ch1.0' (0.3m) deep pigmented curing compound complying to (Q�►) 3.0' (7,5f nm) 4. Concrete shall be class A` and slump section 90-7.OlB o/ the std specifications E shall be within 2.5' (65mm) to 4,5 (0,11m) 0 FILENAME: ST-7REV 'Goss A' FILENAME: SW-2REV DATE 6/2/99 �0 ` Concrete DATE s/z/ss 0 1.0' 1. D' STANDARD DRAWN JCU (�'�'m' STANDARD DRAWN JCU (0.3m) I 1 (0.3m) RESIDENTIAL CHECKED • CHECKED 6,0' (1&n) '[76*.0' (1.8m) CROSS SCALE M. SHAW (Y, MANHOLESCALE M. SHAW 0 14'(4.3m) GUTTERS N•T.S. TYPE "A" N.T.S. +� APPROVED SHEET NO. Special APPROVED SHEET NO. 0 SECTION B -B CITY OF BAKERSFIELDAggregate SECTION CITY OF BAKERSFIELD CALIFORNIA ST_7 (Calcareous) CALIFORNIA SW -2 t� CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT W P.C.C. slob not to be poured until paving Note.- PCC Slob not to be placed until owls is in lace. - 1 See standard is in place. Slab and lid to be 0.125" to p 9 p 4l0 Y.�'n • 0.25' (3mm to 7mm) below new paving 2.0' (0.6m) Square ( ) ♦ drawing SW -6 A.C. Powng for frame and 0 Edge Pick Hole Sowcut i cover details 0 (OP(Optional) 10' (25mm) Letters , , ) 0.25" (5mm) Hign � \ •.' •'�•,'•': y ,':•,•:.:.• � . • -� t� 0.5' x 0.375' Diamond Mot, �I .'' '" :`�. ' ,::. •: -� ` The upperportions o/ incoming (1 (12mm x 9mm) o o e ^! :' <.:l: and outgoing sewers shall be 0.125 (3mm) Deep` ( removed and the broken edges I O ^o :: e 6.0' (0�io. ?_ • shall be plastered smooth with z A MONUMEN A `•!•;;.� ': or o ( cement molar. $.:::' I " `• "'' ' tc Class A " • '' ' Concrete Building paper or / p Top °/ *' s • Plastic in pints Mont L BK SF umen4 q,V .. � .K,'':i�� 0J r------ --�I-J do•�a 0.5" (12mm) Hole ,^ ~ 0.75' (20mm) Letters Pipe Losing 12' (0.3m) Dio. M 0.125' (3mm) High 2,0' (0,6m) Square TOP iAENV Note: P.C.C. slob not to be ' _r PLAN Concrete Pod X poured until poWng is in place. W 12.125" (0.3m) SECTION THRU MONUMEN T 0ft� 0,06" (2mm) 10.75" (0,27m) 0.625' (16mm) ' I 0.375' (i0mm) 9.875" 0,25m NOTES: ( ) 0.75" (19mm) _0 �_ 1, All work shall conform to the opplicoble sections o/ the specifications emit/ed 'Standard O sig Specificotians State of V) 1.625" 4 m) California, Deportment of Transportation", opproved current 00,25" (6mm) 9,5" (0,24m) edition, and the following general notes: • ` SECTION 0 2. Costings shall canton to the provisions of the specifications 6 t7 `d for grey -iron castings, seriol designation ASTM,• A48 doss no, 308 �e 2.1 Mortar, 0.375' (lOmm) 10.125" (0.26m) gQa <,-\ Dry Pocked 3. All frames and covers shall be tough, grey cost iron, free from warps crocks swells and cold sheet, and shall have a �;• 10, 875" (0.28m) workmanlike finish. For NO TES: Q> SECTION A -A 4. The seals of frames and bearing /aces of the covers stroll be 1, All wok shall conform to the applicable sections E Stomp Disk with RCE. machined for o smooth, non -rocking fit between the two costings o/ the specifications entitled Standard Speciticotiors, >or L.S Number. State of Coli/on/o, Department of Transportation' lir 5. Costing shall be thoroughly cleaned and dipped twice in a Pipe approved current edition. I Concave depression /o preparation of asphalt or coal tar and oil applied at 3000 F biometer 00 Surveying purposes to form o firm and tenacious seal. 2. Mortar shall consist of one port Portland Cement Varies N and two ports o1 clean, well graded sand. N 6. Concrete shall contain no additives unless prior writlen approval is obtained from the City Engineer, (yam) 3. Joints shall be M/ed with motor and neatly cleaned yo• or wiped on inside of pipe. 7. Concrete shall be cured with a white pigmented curing compound Q,gm F- complying with section 90-7.018 of the Standard Specifications ( � -� 4. Pre cost reinforced manhole sections small be (n s � constructed un accordance with the provisions of 8. The surface shall be finished to grade, troweled smooth, and �` ASTM C-478, current edition. 2.0given o light broom finish. 5. Eccentric side should be installed in the upstream ' (50mm) 9, All concrete used shall be Goss A' � direction of the main line whenever possible or as directed by the City Engineer. j 0.125' (3mm) 10, The name o/ the manufacturing company shall be on the , 6: , c0 underside o/ the cover. ���e" 6. All transitions between pipe inverts shall be o smooth wrapped surface. 0 J Disk and Stem to be ll. P' a casing shall be 10' 02-% lD steel, ARS, or asaoss / N Q Disk whop be Lentz rP 9 (• ) • I z No. 8134-13 or cost together of Bronze directed by the City Engineer. Concrete' � approved equal N Gutter not shown - B) RETAINING CURB RETAINING CURB IF 15 IF NECESSARY AT NECESSARY AT EDGE 0.45' Mn AND 0.47' Mar az • R 5'-0' EDGE OF SIDEWALK R OF SIDEWALK TOP D'a4 F_ Mm SIDEWALK I I,n Mn A! Mm 3 ,v 1.5X Mox BASE Dio I 7.5X 7.5X SIDEWALK SEE NOTE 9 ox ° tie `E0. 1. I M z SIDEWALK O 7.sx 7.5% sup . EDGE FRONT M� n Max W Mox K sir AA SDE WALK n o I''IN I €' s RAISED TRUNCATED DOME I%- 0% Mox,wax M FRONT ATCURBT CURB ° EDGE OF FRONT EDGE C SEE NOTE 9 CASE C NC3TES, SIDEWALK Of SIDEWALK 9.0X Mox A A 1. As site condl'ions dictate. Case A through Case G curb romps moY be A used for corner installations similar to those shown n Delos A an E 9T Mox B SEE AT CURB Detail B. The case of curb romps used n Detos A do not have to 4'-2' AT CURB NOTE 9 1.5X SI�y/� be the some. Case A through Code G curb romps also may be used of fVO SIDEWALK oz ar mid block [motions. as site conditions dictate. CASE A CASE B ;�; OF SIDEFRONT WALK :5 9.0% Max 2. If distance from curb to bock of sidewalk is loo short to • AT CURB mcommodole romp onnndpr4•-2' plotlorm (lend" as shoes n Corse A. the Sidewalk m FRONT may be widenedasin Cmees pd longitudndly n Case B. or C or - ^J [R. 6' EDGE OF SIDEWALK z yp 3 When romp is IotalW do canter or euro return, eroaswalk fTl SIDEWALK ax F F configuration must be similar to that shown for Detail B. 0 ox SIDEWALK MNING N 'v c SEE NOTE 9 r' c K B'. (80TH 4. As site conditions dictate, the retaining euro ode and the huatl S OF side of the Cmc C romp stall be constructed in reversed position, FT7 '• AT9.Moz P) 5, If located on o curve, the sides of the romp need not be parallel, FRONT AT CURB but the mndmum Width of the romp shall be 4'-2'. EDGE OF SIDEWALK AT Max 4 RETAINING 4 - Mn E NOTE 9 (n AT CURB E NOTE 9 �� 6. S'de slope of romp holm vtuwl uniformly ham o maximum of 9.0X of -{ p _ .1 a+rD to conform wits iongitutl'nal aiae.alk slope adjacent to top of D the romp, except n Cmc C and Coes F. Z FRONT /���� C PLANTING EDGE OF CASE F CASE G 7. Transitions from romps and tondnq to lois. gutters er streets 0 0% ax 9.0% Mo. SIDEWALK shall be hush no 1 and free of t khan > AT CURB AT CURB AREA Sae Note 4 ( °�Yp 9es' RETAINING CURB B. Counter sl rig qu y (BOTH SIDES OF RAMP) GUTTER open or adjosi hers and rood surfaces Immediately FLOWLINE TOP OF RAMP 4'-2' Mn odjocent to and within 24 aches or the curb romp shall not De 0 A a-2 SEE NOTE 9 RDUNDED i steeper than 1:20 (5.01[1. Gutter pan Slope shall not exceed 1' or n � 6 SEE NOTE 8 7 dept ler each 2'-0' o ridih, A P- 1,5% Mox r -I 9. Curb romps shM have o detectable warning surface that extends r m Typ 7.5% Mar the full width and 3'-0' depth of the romp. A 4 -0' wide detectable CASED CASE E SECTION A -A warning surface may be used an o 4-2' fide euro romp, Detectable > Warning Surfaces shall conform to the requirements n the Slondord Z GUTTER Speeir�eotian>. �= WHERE A FLARED SIDE OCCURS FLOWLINE RETAINING CURB 10. SId 1 and romp thieknas, '7', shall be 3' minimum. PROVIDE 2'-0' Min OF CURB �R�ZJNDED��� MIF NECESSARY it. Uls"y pull Dares, manhole% voults and all other utility facilities -0 o Within lee Doundofias of the curb romp will be relocated a 0 Wj o odj ated to grode Dy the owner prix to, or n conjunction with, 1d" aura romp construct'an. > 00 e 12. Deltable waning surface may hove to be cut to allow removal of Rq o: e utsity covers While maintaining lull detectable warning WidthCO J� MP 4_ �° c SECTION B -B and depth. > Depress entire sidewalk m required SIDEWALK / x RETAINING CURB / j0 0 0 ANG v7 j LF GUTTER NE 8' NECESSARY 2.3' ER AND 2.4' Mar -A: 0 0 CENTER TO CENTER SPACING 00 O 10 SIDEWALK F`j *`2, �, 1.5X Mar RAISED TRUNCATED DOME PATTERN (IN-LINE) NOTE 8 DETECTABLE WARNING SURFACE SECTION C -C see Note 9 WHERE A FLARED F- LIMIT OF PAY SIDE OCCURS CROSSWALK IF PROVIDED 4'- ' Mn PROVIDE 2'-0' STATE OF CALIFORNIA CROSSWALK IF PROVIDED Min OF CURB ROUNDED r DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS DETAIL A DETAIL B �{ NO SCALE TYPICAL TWO -RAMP TYPICAL ONE -RAMP SEE 6 RSP ABBA DATED JULY 3, 2015 SUPERSEDES RSP ABBA DATED MARCH 21, 2014 AND CORNER INSTALLATION CORNER INSTALLATION RETROFIT PAY LIMITS RSP ARBA OA PAGE 1211 OFTHESTANDARD PLANS BOOK AN ANA ATED TE OL 20 2011 - see Note 1 See Notes 1 and 3 Existing curb and saswak REVISED STANDARD PLAN RSP A88A Gutter not shown RAISED ISLAND SLOPE PASSAGEWAY TO DRAIN 1.5X Mout B IF NECESSARY, CONSTRUCT RETAINING SEE NOTE 3 �pls� CURB AT EDGE OF SIDEWALK CURB RAMP, CURB RAMP, SEE NOTE 7 SEE NOTE 7 5'-0' Min SEE NOTE 3 -'DETECTABLE WARNING SURFACE, >t PROVIDED B SEE NOTE 2 NOTES. 1.5% Mar Moz (SIDEWALK 3 I. Sidewalk, romp and passageway thicknes% 'r, shall be er x W 6' < 3?' mninum. o,r'• ° Y Min 3 x 2. For details of detectable warning surfaces, see Revised n ; i W ; Standard Plan RSP ARBA. Where an Wand passogevroy ;ength is greater than or equal BCR al d' surface shallllow extend than the fullOwidth and 2ch '-0' depththethe DETECTABLE WARNING CROSSWALK possogawy length. Where on island passogeWa length is SURFACE, SEE NOTE 2 I VIRAISED ISLAND rxeater than a equal a 8-0, Goch dele°i a wommg A surface shill extend the lull width and 3'-0' depth Of the CASE CAA CURB RAMP moP�y w�updanoela 4 2' Bole island tect�ss�pyhq surface �7 TYPE A PASSAGEWAY 4. Transitions from romps to walks. gutters or streets shall RAISED ISLAND be flush (no lip) and Tree of abrupt changes. RAISED ISLAND 4._2. 5. Unity pull boxes, manholes, voults and all other utsity SLOPE PASSAGEWAY Mn SEE NOTE 3 facilities within the boundaries of the curb rump will be TO DRAIN 1.5% Max DETECTABLE ralacoted or adi sled to rpode by he owner prior to. DETECTABLE WARNING er n conjunction with, caro romp construction. WARNING CURB RAMP, SURFACE• CURB RAMPSURFACE. B -f 6. DeleetobM nnng surloce may have to be cut to allow SEE NOTE 7 , SEE NOTE 2 SEE NOTE 7 SEE NOTE 2 Rl,f!E wx: S4-2%xv $�% n) Y\ FILENAME: SW-4REV 7• %�o�tionaUwrb romp details. see Revised Standard i' STANDARD DATE 4/a/f SEE NOTE 3 STANDARD DATE 6/2/99 DRAWN DRAWN JCU CHECKED sum CHECKED M. SHAW M. I- LU U W 3 O CD } �0.438`I (llmm) DOME HEAD DISK DETAIL 1.0" (25mm) pattern letters, 0.125" (5mm) SURVEY MONUMENT MANHOLE SECTION Frame MANHOLE TYPE NO TES: SCALE fps SEE N07E 3 _ B a� rya APPROVED SHEET NO. SW_4 CITY OF BAKERSFIELDST-21 CALIFORNIA CITY OF BAKERSFIELD CALIFORNIA P� CITY ENGINEER (n MDEPARTMENT 10. Assembly shall be designed /or highway looding of HS 20-44. PUBLIC WORKS DEPARTMENT CURB RAMP, Ci1' 4 x ; FILENAME: SW-6REV SEE NOTE 7 TYPE B PASSAGEWAY RETAINING CURB ,CUTTER IF NECESSARY FLOWLINE -•+-- 1.5% Max SEE NOTE 7 SECTION A -A Q CD U) f W_ 0438` x 2,0' Shank J (llmm x 50mm) Rl,f!E wx: S4-2%xv $�% n) Y\ FILENAME: SW-4REV 7• %�o�tionaUwrb romp details. see Revised Standard STANDARD DATE 4/a/f 10.5" (0.27m) STANDARD DATE 6/2/99 DRAWN DRAWN JCU CHECKED sum CHECKED M. SHAW M. I- LU U W 3 O CD } �0.438`I (llmm) DOME HEAD DISK DETAIL 1.0" (25mm) pattern letters, 0.125" (5mm) SURVEY MONUMENT MANHOLE SECTION Frame MANHOLE TYPE NO TES: SCALE fps SCALE N.T.S. APPROVED SHEET NO. APPROVED SHEET NO. SW_4 CITY OF BAKERSFIELDST-21 CALIFORNIA CITY OF BAKERSFIELD CALIFORNIA CITY ENGINEER CITY ENGINEER (n MDEPARTMENT 10. Assembly shall be designed /or highway looding of HS 20-44. PUBLIC WORKS DEPARTMENT SEE NOTE 7 Ci1' 4 PUBLIC WORKS 9 FILENAME: SW-6REV File Nome•Povement Rehabilitation- Gosford Rd CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPAR MENT Job No.: T6K228 Date: Jul. 7, 16 TYPE C PASSAGEWAY CLEAR PASSAGEWAY 4'-2'6' SURFACE OF IS Min Typ RAISED ISLAND T_ RETAINING CURB SECTION B -B STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP AND ISLAND PASSAGEWAY DETAILS NO SCALE RSP ABBE DATED JULY 3. 2015 SUPERSEDES RSP A88B DATED MARCH RSP A88B DATED JULY 19, 2013 AND STANDARD PLAN ABBB DATED M, PAGE 122 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP AR QRpFESS/p�� 1 NG/1 F 6-3 REG S TERED CIVIL ENGINEER � C 80507 M * EXP. 3--31-17 CITY OF BAKERSFIELD s� �Q 1501 TRUXTUN AVENUE q�Cl ���' F BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 11;�AiA / / An' (Qs;M) _ Air (Qsft) ramovd of uts,ty covers while m -t -g lull detectable warning width and depth. high Y\ SEE N07E 3 hole 7• %�o�tionaUwrb romp details. see Revised Standard high i I a { 10.5" (0.27m) A SEE NOTE 3 I•- �` Toper See Detail 'A" Notch lid to find pick hole See note 11. �P 1.0" (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high MANHOLE r Frame SLOPE PASSAGEWAY NO TES: provide a protective tooting. 3 4. All frames and covers shall be gray cost iron, free TO DRAIN 1,5X Max Is W 9 the 2.0' (501mm) pattern tetters on the manhole covers CURB RAMP, t 5. Casting shall conform to the provisions of the specifications 10. Assembly shall be designed /or highway looding of HS 20-44. for gray -iron castings: serial designation ASTM, A-48 SEE NOTE 7 Ci1' 4 11. 2.0" x 1.0' (5tknm x 25mm) diamond mot 0.125" (5mm) deep. 9 FILENAME: SW-6REV TYPE C PASSAGEWAY CLEAR PASSAGEWAY 4'-2'6' SURFACE OF IS Min Typ RAISED ISLAND T_ RETAINING CURB SECTION B -B STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP AND ISLAND PASSAGEWAY DETAILS NO SCALE RSP ABBE DATED JULY 3. 2015 SUPERSEDES RSP A88B DATED MARCH RSP A88B DATED JULY 19, 2013 AND STANDARD PLAN ABBB DATED M, PAGE 122 OF THE STANDARD PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP AR QRpFESS/p�� 1 NG/1 F 6-3 REG S TERED CIVIL ENGINEER � C 80507 M * EXP. 3--31-17 CITY OF BAKERSFIELD s� �Q 1501 TRUXTUN AVENUE q�Cl ���' F BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 11;�AiA / / An' (Qs;M) _ Air (Qsft) 1.5" (40mm) self high draining blind pick 2.0' (50mm) pattern hole Y.$w (4a+n►I high i A 10.5" (0.27m) A SEWER Toper See Detail 'A" Notch lid to find pick hole See note 11. 1.0" (25mm) pattern 1.0" (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high MANHOLE high. Location for Frame country of origin NO TES: provide a protective tooting. 4. All frames and covers shall be gray cost iron, free CAW �Q/s"gg� Is shall hove a workmanlike finish. Highway loading should 9 the 2.0' (501mm) pattern tetters on the manhole covers be HS 20-44. SECTION A -A 5. Casting shall conform to the provisions of the specifications Q73r(Aim) Q�r (t3nm►) Com►) YO' (Q?3n7J Q3r (yam) 3NiL Yi (Q44 SECTION B -B - I note 11. 1, 0' (25mm) Dia. center hole (15mm) pattern _. 0,125' (3mm) CLEANOUT high 1. A// frames and covers shall be tested for accuracy 1.0" (25mm) pat tem letters, 0.125' (3mm) 1.5" (40mm) self high draining blind pick 2.0' (50mm) pattern hole letters, 0,125' (3mm) high i A 10.5" (0.27m) A SEWER Toper Notch lid to find pick hole See note 11. 1.0" (25mm) pattern 1.0" (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high MANHOLE high. Location for Frame country of origin NO TES: provide a protective tooting. Q73r(Aim) Q�r (t3nm►) Com►) YO' (Q?3n7J Q3r (yam) 3NiL Yi (Q44 SECTION B -B - I note 11. 1, 0' (25mm) Dia. center hole (15mm) pattern _. 0,125' (3mm) CLEANOUT high 1. A// frames and covers shall be tested for accuracy I/w' (7mm►) of til and shall be marked in sets prior to delivery, - Machined Surfaces 2, The seats of frames and bearing faces of the covers shall be machined for a smooth non -rocking fit between 10.5" (0.27m) the two castings. Toper Corr 3. Castings shall be thoroughly cleaned and dipped twice in a quick -drying, jet-black asphaltic compound to Frame provide a protective tooting. 4. All frames and covers shall be gray cost iron, free DETAIL "A ~ from warps cracks, holes, swells and cold -shot, and shall hove a workmanlike finish. Highway loading should 9 the 2.0' (501mm) pattern tetters on the manhole covers be HS 20-44. shall hove one of the /allowing designolions GRAIN o SEWFR 5. Casting shall conform to the provisions of the specifications 10. Assembly shall be designed /or highway looding of HS 20-44. for gray -iron castings: serial designation ASTM, A-48 (latest revision), Class No. 3DB. 11. 2.0" x 1.0' (5tknm x 25mm) diamond mot 0.125" (5mm) deep. FILENAME: SW-6REV 6. The name of the manufacturing company shall be on the underside of the cover. 7. Manhole frame shall weigh not less than 120 lbs (54kg) nor more than 250 lbs (113kg). The cover shall weigh not less than 120 lbs (50g) nor more than 200 /b5: (91kg) APPROVED 8. Manhole covers shall hove a self draining blind pick hole unless otherwise approved by the City Engineer. CITY ENGINE STANDARDS c�' i7yo Cl T Y RECORD No. Drawn: GURJEET S. ANTAL PAVEMENT REHABILITATION 2015 - 2016 RS TP: Engineer: JOE CA TALAN Checked By. Iw• S GOSFORD ROAD FROM PACHECO ROAD TO WHITE LANE O 1 SHEE T NO. 3 OF 6 2 3 0 I I a Cb o; 0 N 0 0 V) 0 o co 0 01 0 L N� 1..L 41 N E > ^0 n Cn c� Cnz Q 0 F— m x W 0 ry L 0 V) 0 0 a� ry c (D E Q) n co N N Y F - p F- V) PI CONSTRUCTION NOTES: 1® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. Fil CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW --2 OR SW -4 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPL Y WITH BUY AMERICA REQUIREMENTS. ®5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ®6 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ®7 NOT USED ®8 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ®g MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS 10 CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL. LEGEND: FULL DEPTH RECONSTRUCT 16" TYPE "A" H.M.A. EMGRIND AND OVERLAY AREA: COLOPLANE EXISTING PA VEMENT TO A DEPTH OF 0.20' THEN 0VERLA Y WITH 0.20' TYPE "A" H.M.A. PACHECO 2 R 1 a -1-00. I u, MINOR CONCRETE CONSTRUCTION . • CURBS & GUTTERS, ACCESS RAMPS, ®'. CROSS GUTTERS, SIDEWALK r11 PACHECO RD 1 r SYMBOLS: W ADJUST MONUMENT FRAME AND COVER ADJUST MANHOLE FRAME AND COVER GAS VA VE TO BE ADJUSTED BY OTHERS ® CHISELED 'X' 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, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCA TIONS 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 OPERA TIONS. 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' WI THIN THE PROJECT LIMITS CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING THE CHISELED 'X' AND FILE DOCUMENTA TION TO NECESSARY AGENCIES IF CONTRACTOR DAMAGES ANY CHISELED 'X' 0 +� N s i a1' / / d _Ys G � L ppqq / —m cry p 9 y' l L ri 00 / �'� 00. 00 \n % 6 / /„ a, J i t sr /c /r iz rF r, r "wwY�//c,,._.:aa�� ._. N,� ��`°�/' ,�////ii „ (•� 1�",,.k''" �/� .,; � �' v„�„ 3 . �.. ,t„ /� I � � �^_-w..,,.". Yb � ` a •y a •rte' • • +- `A• ' •'9'. 15 SF 6 6 ;� ; :.:•. !_,..•. _ DISTRICT BLVD (O 8 66 SF 6 15 SF I 12 LF M 11lZ112L� IN LO Z �' / ; • "� Q 6: Q'f (! F— ` 5 0 2L 6 P5 SF Uw 6 F 8 z z W -7) m DISTRICT BLVD m v� CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS DEPAR _1 6 115 SF C=OI&a File Nome* Pavement Rehabilitation_ Gosford Rd ENT Job No.: T5K228 Date: Jul. 7, 16 Drawn: GURJEET S. ANTAL Engineer: JOE CATALAN Checked By. L"S e: 0 N Ln QRpFESS/ON `Q S � NGy �° F� C, REG STERED CIVIL ENGINEER � C 80507 * Exp. 3-31-17 CITY OF BA KER SFI EL D 1501 TRUX TUN A VENUE 9TF CIVIL BAKERSFIELD, CA 93,301 OF CADF-1 REVISIONS No. DA TE DESCRIP TION A, I M SCALE: 1 " = 40' v 1 Z (J� CONSTRUCTION PLANS 21 SF 9 `J 6 'N 6 j i Cl T YPE-CORD No. PAVEMENT REHABILITATION 2015 - 2016 RSTP: GOSFORD ROAD FROM PACHECO ROAD TO WHITE LANE O 1 ya SHEET NO. 4 OF 6 2 3 TRIPING AND MARKING NOTES: 1O IN TALL DETAIL 9 O2 INSTALL DETAIL 22 03 INSTALL DETAIL 38 04 INS TALL DETAIL 39 O5 INSTALL DETAIL J9A O INS TALL TYPE IV ARROW (L), 15SF O INSTALL TYPE IV ARROW (R), 15SF O INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. 99 INS TALL TYPE I ARROW AND BIKE LANE SYMBOL WITH PERSON, 21.5F 10 INS TALL RAIL ROAD CROSSING SYMBOL, 70SF W ADJUST MONUMENT FRAME AND COVER ADJUST MANHOLE FRAME AND COVER GAS VA VE TO BE ADJUSTED BY OTHERS ® CHISELED 'X' 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, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCA TIONS 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 OPERA TIONS. 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' WI THIN THE PROJECT LIMITS CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING THE CHISELED 'X' AND FILE DOCUMENTA TION TO NECESSARY AGENCIES IF CONTRACTOR DAMAGES ANY CHISELED 'X' 0 +� N s i a1' / / d _Ys G � L ppqq / —m cry p 9 y' l L ri 00 / �'� 00. 00 \n % 6 / /„ a, J i t sr /c /r iz rF r, r "wwY�//c,,._.:aa�� ._. N,� ��`°�/' ,�////ii „ (•� 1�",,.k''" �/� .,; � �' v„�„ 3 . �.. ,t„ /� I � � �^_-w..,,.". Yb � ` a •y a •rte' • • +- `A• ' •'9'. 15 SF 6 6 ;� ; :.:•. !_,..•. _ DISTRICT BLVD (O 8 66 SF 6 15 SF I 12 LF M 11lZ112L� IN LO Z �' / ; • "� Q 6: Q'f (! F— ` 5 0 2L 6 P5 SF Uw 6 F 8 z z W -7) m DISTRICT BLVD m v� CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS DEPAR _1 6 115 SF C=OI&a File Nome* Pavement Rehabilitation_ Gosford Rd ENT Job No.: T5K228 Date: Jul. 7, 16 Drawn: GURJEET S. ANTAL Engineer: JOE CATALAN Checked By. L"S e: 0 N Ln QRpFESS/ON `Q S � NGy �° F� C, REG STERED CIVIL ENGINEER � C 80507 * Exp. 3-31-17 CITY OF BA KER SFI EL D 1501 TRUX TUN A VENUE 9TF CIVIL BAKERSFIELD, CA 93,301 OF CADF-1 REVISIONS No. DA TE DESCRIP TION A, I M SCALE: 1 " = 40' v 1 Z (J� CONSTRUCTION PLANS 21 SF 9 `J 6 'N 6 j i Cl T YPE-CORD No. PAVEMENT REHABILITATION 2015 - 2016 RSTP: GOSFORD ROAD FROM PACHECO ROAD TO WHITE LANE O 1 ya SHEET NO. 4 OF 6 2 3 0 w F- F- 0 - F - 0 m 0 Q C6 0 N 0 a V) L a C_ F_ m 3 E 0 0 0 I C 0 a a a / r� V Z Q ry 0 Ln m _ X w / ry 0 V) 0 a s Of E a 00 N N Y (0 I— Ln 'r J n CD �z �Q CD N Uj L H U W 3ry 0 :) WCD cri m CONSTRUCT/ON NOTES: 1® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. ®2 CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW 4 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPLY W/ TH BUY AMERICA REQUIREMENTS ®5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. ®6 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ®7 NOT USED ®8 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WADE CONCRETE PAD. ®g MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS 10 CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL. LEGEND: FULL DEPTH RECONSTRUCT 16" TYPE "A" H.M.A. GRIND AND OVERLAY AREA: COL DPL ANE EXISTING PA VEMENT TO A DEPTH OF 0.20' THEN OVERLAY WITH 0.20' TYPE "A" H.M.A. • MINOR CONCRETE CONSTRUCTION •, CURBS & GUTTERS, ACCESS RAMPS, �' ®® CROSS GUTTERS, SIDEWALK SYMBOLS: S IPING AND ARK/NG NOTES U INS ALL DETAIL 9 2O INS ALL DETAIL 22 0 INS ALL DETAIL 38 4o INS ALL DETAIL 39 05 INS ALL DETAIL 39A O INS rALL TYPE IV ARROW (L), 15SF O INS rALL TYPE IV ARROW (R), 15SF O INS ALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. 99 INS ALL TYPE I ARROW AND BIKE LANE SYMBOL WITH PERSON, 10 21 INS ALL RAIL ROAD CROSSING SYMBOL, 70SF p ADJUST MONUMENT FRAME AND COVER p ADJUST MANHOLE FRAME AND COVER or GAS VALVE TO BE ADJUSTED BY OTHERS ® CHISELED 'X' O \, N 9 _„ .......� . _ ____ _ _. „r T Oro ���000000000�o�000ro�000f` E*� ��o�o®oMoEIRA1#1 ��������®�����i���������'������������ �►ooiioo.00•>o�.o�o�00000000♦ ♦o'�000♦ ♦♦ 'v M. _ ♦off ���oo�����oo,�o�,owo�o�o�o�/►�o�o�ojo��+���+o�o�o������'���►'�������i►��i'►/ .• .♦000�o���*��4:a�G�o�o�o.�►�o�o�l�Q..=::?�2��-�'''�����������00000����� ►•�oo�oo�oo�000�000�000�����0000�•000000•0000000�•0oo0oo0oo0oo0o.0000o00.00o!0o�0�o0o�i����N���������MA 0o:0oo0!.�ooi:��:'�?������MA11����!����!�oioioi!�io�!io�i�i= 0000�n ►•��vFor, =1 T T 1 GOSFORD RD 14� WHI TE LANE GOSFORD RD � �- I �I WHl TE LANE CITY OF BAKERSFIELD, CALIFORNIA Ulm GENERAL NOTES: 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, 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 STA TE OF CALIFORNIA STANDARD PLANS DATED 2010. 3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS do 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. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING THE CHISELED 'X' AND FILE DOCUMENTATION TO NECESSARY AGENCIES IF CONTRACTOR DAMAGES ANY CHISELED 'X' 33-- 00.00 LABOROUGH DR 1- 10 .t” "i • m,,,,_,_, _, ,... or V .I 16 W 5 10 I GOSFORD ROAD MCNAIR LN REGISTERED CIVIL ENGINEER QRpf ESSI pNq S►NGH CD z, C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD q CIv1� 1501 TRUXTUN AVENUE TF of CA��Fo� BAKERSFIELD, CA 93301 REVISIONS No. DA TE I DESCRIP TION 171 / / 271 / / I M ��--- SCALE: 7" = 40' CONSTRUCTION PLANS Cl T Y RECORD NO. File Nome: Pavement Rehabilitation_ Gosford Rd Drawn: GURJEET S. ANTAL PAVEMENT REHABILITATION 2015 - 2016 RSTP: PUBLIC WORKS DEPAR MENT Job No.: T6K228 Engineer: JOE CATALAN Date: Jul. 7, 16 Checked By. LS GOSFORD ROAD FROM PACHECO ROAD TO WH/TE LANE we SHEET NO. 5 OF 6 0 1 2 3 ry E 0 Cn 0 0 CI 0 0 L ry C N a) > 0 n i co z Q ry 0 88 0 Fn x W ry L 4- V) 0 0 C - Qi C E > 0 00 N N Y C0 F- n F -- (f) U7 z J O Q I F -- Ln z —Q O N (n 11-1 L H H LLj U W W � �ry OD fa -0 �m NOTES: OCROSS SLOPE SHALL BE AT LEAST 290 BUT SHALL NOT EXCEED 49 CONTRACTOR SHALL BE RESPONSIBLE TO HAUL OFF ANY EXCESS MATERIAL TO MEET THE SLOPE REQUIREMENTS. OCONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, CONDUITS, FACILITIES, AND VEGETATION. CONTRACTOR SHALL RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES, AND VEGETATION WITHIN THE MEDIAN ISLAND. CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY ENGINEER. FOR EACH PHASE, A 3 MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THAN TWELVE (12) FEET IN WIDTH SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST AND OBTAIN APPROVAL FROM CITY ENGINEER TO CONSTRUCT MORE THAN ONE (1) PHASE A T A TIME. 4 CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS PER THE CURRENT CALIFORNIA MUTCD, TO BE APPROVED BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEER. NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL AND DETOUR PLANS ARE APPROVED. OCONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS, INTERSECTIONS, AND DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. ©FINAL H.M.A. LIFT FOR BOTH FULL DEPTH RECONSTRUCTION AND GRIND & OVERLAY AREAS SHALL BE DONE AS THE LAST PHASE OF PAVEMENT. ALL H.M.A. PAVEMENT JOINTS SHALL BE PLACED ON THE PROPOSED LANE LINES. SEE STRIPPING LAYOUT ON SHEETS 4 & 5. PACHECO RD ��- GOSFORD RD L _ POPEYES LOUISIANA KI TCHEN i I JA CK IN THE BOX 24 HOUR FITNESS CITY OF BAKERSFIELD, CALIFORNIA KERN CHRISTIAN CENTER WEND Y'S THE HOME DEPO T LEGEND: + + PHASE 1 — FULL DEPTH RECONSTRUCTION OF OUTSIDE LANES INCLUDING NO.3 AND BIKE LANE ON GOSFORD ROAD NORTH OF DISTRICT BL VD. ( EXCA VA TION PL US 1.13' TYPE "A " HMA. — 5 LIFTS) PHASE 2 — FULL DEPTH RECONSTRUCTION OF INSIDE LANES. (EXCA VA TION PLUS 1.13' TYPE "A" HMA. — 5 LIFTS) PHASE 3 — GRIND EXISTING PA VEMENT TO A DEPTH OF 0.20' PHASE 4 -FINAL TYPE "A" H.M.A. LIFT FOR FULL DEPTH RECONSTRUCT, GRIND do OVERLAY AREAS. DISTRICT BLVD (SEWER LIFT STA TION) LA MINA CANTINA DISTRICT BLVD LlkBOROUGH DR OSFORD RD Iliil ROUND ABLE PIZZ MCNAIR LN PUBLIC WORKS DEPAR -WENT FAST TRIP Name. -Pavement Rehabilitation_ Gosford Rd )No.: T6K228 te: Jul. 7, 16 I I J L0 T GOSFORD RD 0 REIL Y AUTO PARTS SUBWA Y I AMERICAN KIDS SP OR TS CEN TER 1 V LIJ Drawn: GURJEET S. ANTAL Engineer. JOE CATALAN Checked By LS QRpFESSIpN� NG C �. Q � 2 REGISTERED C tC— ENG/NEER z C 80507 * Exp.3-31-17 C/ T Y OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF F BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / �, 1 SCALE 1 " = 70' PHASING PLAN Cl T Y RECORD No. PAVEMENT REHABILITATION 2015 - 2016 RSTP: GOSFORD ROAD FROM PACHECO ROAD TO WH/TE LANE O 1 SHEET NO. 6 OF 6 2 Ec3