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HomeMy WebLinkAbout6.1-1561 Ph 2 Record Drawing0 ry 0 0 a n N N V N / 0 N 0 N z Fy W w z z W 0 0 J n LIST SOF DRAWINGS SHEET 7 TI TL E SHEET SHEET 2 SEC71ONSIDETAILS FENCHMARK SHALL BE ESTABLISHED USING SHEET 3 STRIPING DETAILS SHEET 4 DE TA ILS/PHASING SHEET 5 ACC SS RAMP DETAIL SHEET 6 PA UE ENTIS TR/P/NG - SR99 TO STA 26+50 SHEET 7 PA VE11ENT/STR/P/NG - STA 26+50 TO S. HST ' CITY OO F BA : ERSFIELD BENCHMARK EXIS T. CURB & GU T TER THE MONUMENT AT THE STREET INTERSECTION OF PANAMA LN. AND COLONY ST SHALL BE USED AS THE BENCHMARK FOR THIS .PROJECT. THE FENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DATUM NA VD 83 BASIS OF BEARING CENTERLINE OF RANAMA LANE FROM COLONY ST TO S. HST SHALL FE USED AS THE BASIS OF BEAR/NG CITY STANDARDS EXIST UNDERGROUND ST -1, ST -2, ST 7, ST -9, ST -12, ST -14, ST -27 EXIST UNDERGROUND NO TE. - ALL REFERENCE TO "CLASS B CONCRETE" SHALL BE REPLACED W/TH "CLASS 3 CONCRETE" AS DEFINED /N THE CAL TRANS STANDARD SPECIFICATIONS MAY 2006, EDITION. ALL REFERENCES TO "CLASS A CONCRETE" SHALL BE REPLACED WITH "CLASS 2 CONCRETE" AS DEF/HED IN THE CAL TRAMS STANDARD SPECIFICATIONS MAY 2006, ED/TION. S TAE STANDARDS A20A, A208, A2 D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS STATE ROUTE 99 TO S. H ST, CITY PROJECT NUMBER: T2K226 FEDERAL PROJECT NUMBER: ST PL 5109 (779) EA SEMEN T EXIS T. CURB & GU T TER RIGH T- OF- WA Y EXIS T. A. C. FL O WL INE CENTERLINE EXIST EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPRO VEMEN TS UTILITY SYMBOLS POWER POLE EXIST WA TER LINE EXIST SEWER LINE EXIS T GA S L INE EXIS T S TORM DRA IN EXIST AERIAL EXIST UNDERGROUND LINES POWER LINE EXIST UNDERGROUND EXIST UNDERGROUND TV CABLES PHONE LINE EXIST OIL LINE EXIST FIBER OPTIC LINE MH DESCRIPTION UNI T QTY ROAD WA Y EXCA VA TION Fol. EXIS /NG MANHOLE F.H. � FIRE HYDRANT P.P. -F POWER POLE W.M. ❑ WATER METER � EXIS lNG MONUMENT Ff.V. EXISTING WATER VALVE CO 586 DETAIL 39 LF 586 FO -1 EXlS lNG CLEAN OUT G.M. � GAS METER S.L. WHI TE MARKINGS SF G.V. FH BLUE MARKERS 3� STR T LIGHT �Q GAS VALVE STRE T LIGHT W/MAST ARM jj� BENCHMARK NOT TO SCALE FINAL PAY QUANTITIES NO T TO BE USED FOR BIDDING PURPOSES DESCRIPTION UNI T QTY ROAD WA Y EXCA VA TION C Y 6, 306 DETAIL 8 LF 6,032 DETAIL 21 LF 341 DETAIL 28 LF 745 DETAIL 38 LF 440 DETAIL 38A LF 586 DETAIL 39 LF 586 DETAIL 39A LF 200 DETAIL 40 LF 64 WHI TE MARKINGS SF 1,664 FH BLUE MARKERS EA 5 • J(07ZU'T FRANCISCO I-,- 0 FRESNO •FRESNO LOS ANGELES SAN DIEGO STATE OF,CALIFORNIA NO TE. - THE CON RAC TOR MUST POSSESS THE FOL L O WING I� VALID LI ENSES:4 t1) � Z NOTE.• � THE CON RAC TOR SHALL CONTACT THE USA L OCA TOR SERVICE -800-642-2444, 48 HOURS PRIOR TO W EXCA VA Tl N. Z PROJECT LENGTH 0.5 MILES - 15 � 4, N APPRQVEE) BY= (\4 _ PZ RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR ; QRpFESS/� _,..., OF -AN Rq��F APPROVAL RECOMMENDED BY: C 46803 * Exp, 6-30-13 *► '� j ASSISTANT PUBLIC WORKS DIRECTOR DATE (� CIVIL F OF CA0. Q i CIVIL ENGIN E IV — DE GN ENGINEERING DATE W TRAFFIC ENGINEERING Job No.: T21<226 PAVEMENT R,Ei-IABILITATION 2012 PHASE 2- File Name: T2K226—Panama Rehob.dwg PANAMA LAN -- SR 99 TO S. H. ST. . -M I a 0 DATE N0 OF 7 �3 SHEETS 2 3 w ry 0 J l.i z 0 m 0 w 0 J n *4 • Awl Q 0 Ln N d- N 0 N C N U 0 0 C_ F- 0, 0 C_ Q) 0 C 0 Q0 N N Y N Cr 0 0 0 0 n Q0 N N Y N N O N 0 N 0 z ry w w z z w 0 0 J rA I I I I 0 1 2 3 /Z QR(3FESS/ONv pEAN 100 TRANSITION l� / C") END TRANSI TION REGISTERED N GI NEER C 46803 * Exp.6-30-13 LIMITS AS SHOWN EXISTING CURB AND GUTTER ON PLANS CITY OF BAKERSFIELD �y CIV TF 9509 TRUXTUN AVENUE OF CAt-�F BAKERSFIELD, CA 93,301 MA TCH TO EXISTING REVISIONS ROADWAY SURFACE No. DA TE BY DESCRIP TION OADWAY RECONSTRUCTION EXISTING ROADWAY SURFACE EXISTING RAISED MEDIAN ISLAND 10067 TOP OF°CURB 100.00 A. C EXISTING MEDIAN 2 W/D TH VARIES MATCH TO EXISTING ROADWAY SURFACE SEE PLAN FOR LAYOUT EXISTING CURB ROAD AY RECONSTRUCTION REVEAL VARIES FINISH ROADWAY SURFACE PROFILE GRADE LINE (PGL) HINGE POINT A T LEFT TURN FINISH ROADWAY SURFACE LIMITS AS SHOWN POCKETS/ SEE DETAILS ON PLANS EXISTING CURB AND GUTTER 100' TRANSITION LIP OF EX CURB SEE NOTE THIS GRADE SHEET A7GHT GRADE �.----STRAIGHT REGARDING MEDIAN CURBS PLAN VIEW Ex A.c. ~- SEE PLAN VIEWS FOR ELEVA TIONS PLACE 0.20' TYPE "A " A. C. RECORD INFORMA TION: EXISTING ROADWAY SURFACE ELEVA TIONS NOTED FOR "A. C" ON OVER 0.80' TYPE "B" A. C. EXISTING ROADWAY SECTION ROADWAY SHEETS ARE FINAL INCLUDES OVERLAY COURSES. PLACE 0.20' TYPE "A" A.0 "B" 100' TRANSITION SURFACE EL EVA TION OF NEW A. C. OVER 0.80' TYPE A.C. END TRANSITION OVERLA Y TCH TO EXISTING ROADWAY EXISTING ROADWAY PANAMA LANE: SR 99 TO STA 26+00 ( TYPICAL STREET SECTION ) S RFACE/BEGIN TRANSITION FINISH PROJECT SURFACE ROADWA Y SURFACE NTS EXISTING OVERLAYS) (VERIFY IN FIELD) 14' WIDE -CENTERED ALONG STREET CENTERLINE- GRIND 0.20' BELOW EX. ROADWA Y SURFACE. PLACE COURSE(S) TO MATCH 0.20' TYPE "A" A. C. COURSE EXISTING ROADWAY SURFACE EXCA VA TION LIM/ TS REFERENCE LINE FOR MEDIAN CURB EE PLANS FOR LIMITS SECTION VIEW CONSTRUCTION -LIP OF GUTTER TO FULL DEPTH RECONSTRUCTION PROFILE GRADE LINE (PGL) P. G. L. A A NA MA LANE - TIE-IN AT LIMITS OF PROJECT GRAOE STRAIGHT STRAIGHT GRADE 3 NOT TO SCALE PLACE 0.20' TYPE "A" A. C. OVER 0.80' TYPE "B" A.C. TT S DETAIL IS TO BE USED AS A GUIDE Q RAISED /� EX OPENING(S) IN ADJUST AS /N FIELD PANAMA LAND: STA 26+00 TO S. H STREET (TYPICAL STREET ECTION ) NEEDED MEDIAN ISLAND / RAISED MEDIAN CURB NTS o FOR WA TER ORA INA GE. O MATCH ROAD WAY SURFA CE MA TCH FINAL RECONS TRUC TION SURFA CE LQ LQ Wl TH EXISTING MEDIAN WA TER FLOW OPENINGS --� Q t j cJi� EASTBOUND TRAFFIC DUAL LEFT TURN WESTBOUND TRAFFIC EXISI TING GRADE BREAK A T o LEFT TURN STRIPESL OPE —\ GRADE BREAK ---.------- SLOPE SLOPE _ `---.-- Oslo k PAVEME T SURFACE TRANSITION AT TURN POCKET WEST OF COLONY ST -PLAN VIEW s — RECORDS INDICAFULL DEPTH MEDIAN CURBS ON BOTH SIDE NO T TO SCALE OF MEDIAN ISLAND STA 10+50 TO STA 13+60. PROTECT IN DUAL LEFT TURN SECTION PLACE (EASTBOUND PANAMA LN AT COLONY ST) 156 File Nome. • TX226—Panama Reh rown: JAFlores PAVEMENT REHABILITATION 2012 PHASE 2- SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT PANAMA LANE- SR99 TO S. H ST S CTIONS/DETAILS 2 OF 7 Job No.: T2K226 Design Eng: JAF/ores Date: Mar. 29, 12 Checked By. I I I I 0 1 2 3 /Z ZLMAXIMUMANY OURSE SHALL BE 0.20' THICK HINGE POINT ADJUSTMENT TO PROVIDE GHT GRADE SURFACE SHALL BE PLACED TO PLACEMENT OF TDP COURSE STRAIGHT GRADE PA VE NT JOINTS SHALL BE LOCAT D ALONG LANE LINE(S� FINAL PAVEMENT LIFT DETAIL z FINA L ROA 0 Li 0 J n 0 18' VARIES 76' Q PHASE ONE CONSTRUCTION PAVEMENT LIFT DTL N S FREET AND OF CONSTRUCTION N LIP 0 VARIES N c WES BOUND U CHANNELIZ fVG DEVICE � I RAISED 16' MIN. 12' WIDE MEDIAN ISLAND a 0 TRAVEL LANE SEE PLAN -a V) L 0 E 0 c a n I N N Y N 0) / 0 ry 0 0 c 0 n I Q0 N N Y N F— N 0 N I 0 N c� z ry w w z c� z w I Li/ 050 VARIES EASTBOUND CHANNELIZING DEVICE MIN. 12' WIDE I TRAVEL LANE PANAMA LANE: SR99 TO STA 26+15 SEE PL ANS FOR L OCA TIONS LIP STREET AND � OF CONSTRUCTION VARIES VARIES WESTBOUND i EASTBOUND CHANNELIZI G CHANNELIZ/NG DEVICE I DEVICE ' MIN. 12' WIDE PAINTED MIN. 12' WIDE 16 I TRAVEL LANE MEDIAN ISLAND TRAVEL LANE SEE PLAN -------------------- t- µ M PANAMA It ANE: STA 26+15 TO S. H ST SEE PLANS FOR LOCA IONS CONSTRUCTION= PHASE ONE 18' 18' PHASE ONE CONS TRUC TION L IMI TS OF RECONS TRUC TION PHASE TWO CONSTRUCT/ON PAVEMENT LIFT DTL j STREET AND � OF CONSTRUCT/0N LIP LIP LIP VARIES VARIES WESTBOUND j NORTHBOUND PHASE 2 PHASE 2 18' VARIES I VARIES 18' 12' MIN 12' Min. EX TOP OF PAVING CHANNELIZING SEE PLAN CHANNELIZING DEVICEZ— i --m-SDENCE --- ----------------- ( - ••-- -... ------ .. ... -M - ( � - ------ -------- � µ SEE STREET PLANS ------ NEW FINISH SURFACE FOR PAVING OMITS PANAMA LANE: SR99 TO STA 26+15 SEE PLANS FOR L OCA TIONS LIP � STREET AND j OF CONSTRUCTION UP LIP VARIES VARIES SOUTHBOUND NORTHBOUND 18' PHASE 2 VARIES 18' 12' Min. I 12' Min. i CHANNELIZING _ CHANNELIZING DEVICE w M µ- " i w m "� -.*SD£VICE ------------ w ---" wmw-",_ www # PANAMA LANE: STA 26+15 TO S. H ST SEE PLANS FOR L OCA TIONS CONSTRUCTION- PHASE TWO QRpF E SS I pN� rri REGIST RED NGINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELDIT C1 V o- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA1-�F� REVISIONS No. DA TE I DESCRIP TION TRAFFIC CONTROL PHASING NOTES: in ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHONN ON THESE PLANS ARE EX/STTNG AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SMALL COMPL Y NINTH THE CONIRACTOR'S MAINTAINING TRAFFIC. n CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD rRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TD BEGINNING ANY PHASING OPERATIONS. ®CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN � FEET TO ALIGN WITH CONSTRUCTION PHASING LANES ❑5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AIT ALL TIMES EXCEPT WHEN CONSIRUC17ON ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH NORK DAY, © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLAINS FOR APPROVAL PRIOR TO BEGINNING WbRK, nCONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN GINE PHASE AT ANY GIVEN TIME. CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIOR TO BEGINNING ADDITIVE ALTERNATE PHASE. ®OR DRIVEWAYS ANDE S SIREEEE TS IS WI� BE AVA LAB E FOR D TO P8 PUBLIC ACING CESS RS �IER WORKING HOURS. ONE ACCESS TO STINE ROAD. ACCESS TO ACL 6. I )S(� I PHD File Name.- T2K226–Panama RehDrown: JAFlores PA VEMENT REHABILITA TION 012 PHASE 2- SHEET NO. CITY OF BA D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK231 Design Eng: JAFlores PANAMA LANE— SR99 TO S. H ST DETAILS/PHASING 31 of 7 Dote: Mar. 29, 12 CheckedBy 0 1 2 3 WHEN HYDRANT IS WITHIN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER A T THE SIDE STREET SHALL BE REQUIRED. TRAFFIC FLOW 6" (PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. i £ T 3 —FIRE HYDRANT E � LANE TWO 'j TRAFFIC FLOW LANE ONE LPt A CEMEN T OF OF FIRE HYDRANT MARKER SHALL BE LOCA TED 3" OUTSIDE OF THE LANE ONE STRIPE FIRE HYDRA N MARKER LOCITIONS Q VOLUME PANAMA LANE— NOT TO SCALE 0 20,09J PANAMA LANE— N 17,121 0 N C N -C I 0 FACE OF CURB a a °' o PAVEMENT MARKINGS E (WHI TE) PER STANDARD a PLAN A24A - CENTER IN LANE a C° N PAVEMENT MARKINGS N (WHITE) PER STANDARD PLAN A24C - CENTER IN LANE ot jDETAIL 39 OR DETAIL 39A AS NOTED ON PLANS EECR C: co BIKE \ NPA TH / ALL BIKE LANE MARKINGS SHALL BE CENTERED WITHIN THE BIKE, cN LANE WIDTH UNLESS DIRECTED BY CITY ENGINEER. N z w w BIKE LANE - SEE PLANS FOR WIDTHS DETAIL 39 TJ9A END DETAIL 39 A T BCR WHEN DETAIL _ _ IS 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 , ..........................................200 �................ TERM/NA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERM/NAT/ON OF LANES TRIpING AT INTERSECTIONS WITHOUT STOP BARS NOT TO SCALE I TYPE IV ARROW/ SEE PLAN FOR LOCA TION STREET WIDTH VARIES I� CENTER OF STREET it 'S0' N DETAIL 21 (96 LF) LIMIT LINE ._.�. � 9.Z5' � FACE OF CURB L/MIT LINE (WHITE) SEE PLAN 4 12" WIDE MARKING NC)TES: (YELLOW) i THIS SHEET DOES NOT INCLUDE ALL STRIPING AND MARKINGS DETAILS NOTED ARE FOR CLARIFICATIONS TO STANDARD PLANS REFERENCES BIKE LANE A KING D TYPICAL Lot CAL STREET jl (NO STREEMP,9RK/NGJTL I RIGHT TURN ONL Y S TRIpING NOT TO SCALE NOT TO SCALE CITY OF fAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Ldo Nome: T2K226-Ponoma Reh rawn: JAFLORES b No.: TJK231 Design Eng: JAFLORES te: Mar. 29, 12 Checked By. PA VEMENT REHABILITA TION 2012 PANAMA LANE- SR99 TO S. H ST. STF QROFESS/ONV DEAN R < kc � REGIS REDENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAL�F REVISIONS No. DA TE DESCRIP TION 2010 TRAFFIC VOLUMES LOCATION VOLUME PANAMA LANE— R -VALUE EAST OF COLONY STREET 20,09J PANAMA LANE— WEST OF COL ON Y STREET 17,121 STINE ROAD ROAD DESIGN DATA STREET T.L R -VALUE PANAMA LANE 9.5 54 SE 2- a DETAILS �J-154 ?Ha C SHEE T NO. 4OF7 1 2 3 0 0 C 0 a. N N Y N 0 a E C 0 n N N N N 0 N 0 N z ry w W z z w 0 0 "l.■.- H 1 2% r ax Sidewalk x ° - ,�See /--See Notes Note 7 N 10 and 11 _ Front sidewalk 0000M x 00�' 0000 . Q 0000 10% Max 00000000 00 °o°00000 1 000000.000000 0% M a x at curb oO°o°o°oo°°oo °00000°00000 (it Curb 1000000 000000 Min CASE A A �Q 2 % �,7 Sidewalk max x See :Eo c frSee Notes 10 and 11 Note 7 N v Y1100, Front 11050 edge of �/71 sidewalk, OrA �� 4'-0" Min CASE D g Retaining curb if necessary at Q0 a 5/ -oil edge of sidewalk ~ Min 8.33% 2% Max 8.33% Sidewalk Max o = Max :2: 0 C\JN ,d N See Note 7 10% Max at curb 10% Max at curb Plantin area 0 Front 55-00 x 0 0000M Q 00000000 0000 00edge of 000 000 000088 000 0 sidewalk -10% Max B See Notes at curb 10 and 11 CASE B 0 3 L o a o c L o Rim` 0- (306% - P - Q � L 3 �o0d n9 � o U Sidewalk 3 F °r e fore Where a flared side occurs provide 2'-0" straight curb N rosswa l k if provided DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 Max LOX 1'�Ci N r i vi 1 1 tluy� of sidewalk ...rte q Sidewalk 2% ax See or- .x Note 7 ,' - `c\,0 Sidewalk See •- Q Note 7 c L 0 ° .1 10% Max ' at curb 0000 0 3tacuum 000000 F r0 n t 0000.E 000000 edge O f o°o°Ooo'� x 00000000 0000 Q 000 s i d e w a l k 0000 � o0 0000 00 000 Retaining 0000 00 00 i Curb (both 4'-0" "-See Notes 10 sides of M n and 11 ramp) A611 Where a flared side occurs provide 2'-0" straight curb CITY OFA BAKERSFIELD, CALIFORNIA C Retaining curb if necessary at edge See Notes Note 7 CASE C 10 and 11 Front edge of sidewalk -'�' A� 2% ax See C c_ Note 7 Q N Sidewalk 0 0.45 0 Top Dia-� 0.9" Base Dia 0 RAISED TRUNCATED DOME Sidewalk 10% Max at curb Front edge of sidewalk, See Notes Retaining 4'-0" Min See Notes 10 ,mr A) 1 0 and 1 1 Curb and 11 -ww�.% A CASE F CASE G S i dewa I k << �o ECR oho Crosswalk if provided DETAIL B ' TYPICAL ONE -RAMP CORNER INSTALLATION See Notes 1 and 3 See Note 9 See Note 14 See Note 9 See Note 4 Gutter f l ow I i ne Top of . ramp 4'-0" M i n Rounded 1 1 2% Max F- 8.33% Max SECTION A -A Gutter Retaining curb f l ow I i ne if necessary Top of ramp 4'-0" M i n Rounded _ 8.33% Max 2% Max �T See Note 9 SECTION B - B Depress entire sidewalk as required Retaining curb if Gutter necessary flow) ine, 2 % Ma x--� Note 9 SECTION C -C Limit of pay 4'-0" Min Rounded ►=T RETROFIT DETAIL Existing curb and sidewalk File Nome: T2K226-Pcnoma PUBLIC WORKS DEPARTMENT Job No.: T2K226 Date: Jun. 12, 12 drawn: JA Engineer: JAF Checked By NOTES: QRpFESS/pi gEAN Q� REG S T REDt Cl VlL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD s� �P 1501 TRUX TUN AVENUE qTF C���� BAKERSFIELD, CA 93301 OF CALIF REV/SIONS No. DA TE DESCRIP TION 1 / / 1. As site conditions dictate, Case A through Case G urb ramps may used for corner installations similar to those show in Detail A < Detail B. The case of curb ramps used in Detail A o not have to the some. Case A through Case G curb ramps also m y be used at mid block locations, as site conditions dictate. 2. If distance from curb to back of sidewalk i s too short to accommodate ramp and 4'-0" platform (Ianding) 'as shown in Case A. the sidewalk may be depressed longitudinally as in ase B, or C o may be widened as in Case D. 3. When romp is located in center of curb return, crosswalk configuration must be similar to that shown for De o i I B. 4. As site conditions dictate, the retaining curb side and the f l arec side of the Case G ramp shall be constructed in reversed pos i t i or 5. If located on a curve, the sides of the romp need of be parallel but the minimum width of the ramp shall be 4'-0% 6. Side slope of ramp flares vary uniformly from a MO K i mum of 10% curb to conform with longitudinal sidewaIk slope adjacent to top the ramp, except in Case C and Case F. 7. The curb ram shall be outlined, as shown, with a 1'-C" wide border with a" grooves approximately 3/" on center. See grooving detail. 8. Transitions from ramps and landing to walks, gutter or streets shall be flush and free of abrupt changes. 9. Max i mum slopes of adjoining gutters, the road surfa e i mmed i ate I adjacent to the curb ramp or accessible route shall not exceed 5 percent within 4'-0" of the top and bottom of the curb ramp. 10. Curb ramps shall have a detectable warning surface that extends the fu I I w i dth and 3'-0" depth of the romp. Detectabl e Warn i ng Surfaces shall conform to the details on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street shall be between 6" and 8" from the gutter f I ow I i ne. 12. Sidewalk and ramp thickness, "T", shall be 3y2" Minimum. 13. Utility pull boxes, manholes, vaults and all other utility fac i l i t i E within the boundaries of the curb ramp w i I I be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 14. For retrofit conditions removal and replacement of curb apron will be at the Contractor's option, unless otherwise shown on project plans. 1.67" to 2.35" 0 � Q Center to center spacing Up Qp 0 �T RAISED TRUNCATED- DOME PATTERN IN LINE Approximately 3/<, DETECTABLE WARNING SURFACE 114" P D D D GROOVING DETAIL See Note 10 CURB RAMP DETAILS RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A DATED MAY 19 2006 - PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 200 REVISED STANDARD PLAN RSP A88A F 5,6) PAVEMENT REHAB/CITATION 2012 PHASE 2- PANAMA LANE— SR99 TO S. H. ST ACCESS RAMP STANDARD 0 1 3 ....... ....... ..... ..... ....... . ....... ....... ..... ....... IWO . Sidewalk 0 0.45 0 Top Dia-� 0.9" Base Dia 0 RAISED TRUNCATED DOME Sidewalk 10% Max at curb Front edge of sidewalk, See Notes Retaining 4'-0" Min See Notes 10 ,mr A) 1 0 and 1 1 Curb and 11 -ww�.% A CASE F CASE G S i dewa I k << �o ECR oho Crosswalk if provided DETAIL B ' TYPICAL ONE -RAMP CORNER INSTALLATION See Notes 1 and 3 See Note 9 See Note 14 See Note 9 See Note 4 Gutter f l ow I i ne Top of . ramp 4'-0" M i n Rounded 1 1 2% Max F- 8.33% Max SECTION A -A Gutter Retaining curb f l ow I i ne if necessary Top of ramp 4'-0" M i n Rounded _ 8.33% Max 2% Max �T See Note 9 SECTION B - B Depress entire sidewalk as required Retaining curb if Gutter necessary flow) ine, 2 % Ma x--� Note 9 SECTION C -C Limit of pay 4'-0" Min Rounded ►=T RETROFIT DETAIL Existing curb and sidewalk File Nome: T2K226-Pcnoma PUBLIC WORKS DEPARTMENT Job No.: T2K226 Date: Jun. 12, 12 drawn: JA Engineer: JAF Checked By NOTES: QRpFESS/pi gEAN Q� REG S T REDt Cl VlL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD s� �P 1501 TRUX TUN AVENUE qTF C���� BAKERSFIELD, CA 93301 OF CALIF REV/SIONS No. DA TE DESCRIP TION 1 / / 1. As site conditions dictate, Case A through Case G urb ramps may used for corner installations similar to those show in Detail A < Detail B. The case of curb ramps used in Detail A o not have to the some. Case A through Case G curb ramps also m y be used at mid block locations, as site conditions dictate. 2. If distance from curb to back of sidewalk i s too short to accommodate ramp and 4'-0" platform (Ianding) 'as shown in Case A. the sidewalk may be depressed longitudinally as in ase B, or C o may be widened as in Case D. 3. When romp is located in center of curb return, crosswalk configuration must be similar to that shown for De o i I B. 4. As site conditions dictate, the retaining curb side and the f l arec side of the Case G ramp shall be constructed in reversed pos i t i or 5. If located on a curve, the sides of the romp need of be parallel but the minimum width of the ramp shall be 4'-0% 6. Side slope of ramp flares vary uniformly from a MO K i mum of 10% curb to conform with longitudinal sidewaIk slope adjacent to top the ramp, except in Case C and Case F. 7. The curb ram shall be outlined, as shown, with a 1'-C" wide border with a" grooves approximately 3/" on center. See grooving detail. 8. Transitions from ramps and landing to walks, gutter or streets shall be flush and free of abrupt changes. 9. Max i mum slopes of adjoining gutters, the road surfa e i mmed i ate I adjacent to the curb ramp or accessible route shall not exceed 5 percent within 4'-0" of the top and bottom of the curb ramp. 10. Curb ramps shall have a detectable warning surface that extends the fu I I w i dth and 3'-0" depth of the romp. Detectabl e Warn i ng Surfaces shall conform to the details on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street shall be between 6" and 8" from the gutter f I ow I i ne. 12. Sidewalk and ramp thickness, "T", shall be 3y2" Minimum. 13. Utility pull boxes, manholes, vaults and all other utility fac i l i t i E within the boundaries of the curb ramp w i I I be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 14. For retrofit conditions removal and replacement of curb apron will be at the Contractor's option, unless otherwise shown on project plans. 1.67" to 2.35" 0 � Q Center to center spacing Up Qp 0 �T RAISED TRUNCATED- DOME PATTERN IN LINE Approximately 3/<, DETECTABLE WARNING SURFACE 114" P D D D GROOVING DETAIL See Note 10 CURB RAMP DETAILS RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A DATED MAY 19 2006 - PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 200 REVISED STANDARD PLAN RSP A88A F 5,6) PAVEMENT REHAB/CITATION 2012 PHASE 2- PANAMA LANE— SR99 TO S. H. ST ACCESS RAMP STANDARD 0 1 3 P -m_SEDMEDIAN - -_16— I---------------------------------- - 99 RAMP a Q j PAN - - CO W N AMA LANE SR99 STA 2%0f V N O N N N C a 3 a a� a E 0 C a n I N N Y N a ry 6 E C O I co N N V N N O N I O N CD z w w z 0 z w i D J / \� Zm i Q 1tn PANAMA LANE -STA 25+35 TO STA 27+85 m CONSTRUCT CASE A ACCESS RAMP -- _wM-__m ------------- ._.�mr----e-ee 6J3L f --- CONSTRUCT CASE A CCESS RAMP Q QRpFESSI0N9 pEAN F� REGISTERED (;IVIL EIJGINEER Q C 46803 * Exp. 6-30-13 l TY OF BAKERSFIELD %51 501 TRUX TUN AVENUE ATF CIVI\- AKERSFIELD, CA 93301 OF cp&\ n e OSs" W,&'=E iffli x GENERAL NOTES : 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. 3 CONTRACTOR SHALL BE MADE AWARE THAT ALL WATER MAINS WITHIN THIS PROJECT IS OF A. C. TYPE AND SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES PA VING LEGEND W) 12" DEEP PA VEMEN T REHABIL I TA TION N h Q �.. 2" PA VEMEN T N W 0VERLA Y Z � 'w U MARKING LEGEND TYPE IV ARROW (15 SF) TYPE VI/ ARROW (27 SF) a a a a a £ a P P a£ a P{ B a e a Q j PAN - - CO W N AMA LANE SR99 STA 2%0f V N O N N N C a 3 a a� a E 0 C a n I N N Y N a ry 6 E C O I co N N V N N O N I O N CD z w w z 0 z w i D J / \� Zm i Q 1tn PANAMA LANE -STA 25+35 TO STA 27+85 m CONSTRUCT CASE A ACCESS RAMP -- _wM-__m ------------- ._.�mr----e-ee 6J3L f --- CONSTRUCT CASE A CCESS RAMP Q QRpFESSI0N9 pEAN F� REGISTERED (;IVIL EIJGINEER Q C 46803 * Exp. 6-30-13 l TY OF BAKERSFIELD %51 501 TRUX TUN AVENUE ATF CIVI\- AKERSFIELD, CA 93301 OF cp&\ n e OSs" W,&'=E iffli x GENERAL NOTES : 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. 3 CONTRACTOR SHALL BE MADE AWARE THAT ALL WATER MAINS WITHIN THIS PROJECT IS OF A. C. TYPE AND SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES PA VING LEGEND W) 12" DEEP PA VEMEN T REHABIL I TA TION N h Q �.. 2" PA VEMEN T N W 0VERLA Y Z � 'w U MARKING LEGEND TYPE IV ARROW (15 SF) TYPE VI/ ARROW (27 SF) TYPE VI ARROW (42 SF) BIKE LANE AND ARROW (14 SF) File Name.- TOK231-ST/NE RD Drawn: JAFLORES PAVEMENT REHABILITATION 2012P ASE 2= SHEET No. C/ OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK231 Design Eng: JAFLORES PANAMA LANE— SR99 TO S. H ST. PANAMA N. TO STA 27+85 Date: 6/12/2012 Checked By.. 6 OF 7 V) w O J l.L z 0 m 0 w 0 J CL 0 Eal 0 C- m 0 E C 0 n I N N `S N 0) 3 0 -C N Of 0 E 0 C 0 i N N Y N F- N O N I 0 N O z ry w w z 0 z w I 0 J / Z � Q �. GU t f cd EX A. C. WA TER MAIN(S) ¢ 7 -µ-Z 0 12" WATER ENCASED IN 24" STEEL SLEEVE .. QROFESS/ON DEAN Lw Q �' m GISTS M ED CL QNEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9TF CIVIL ��� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION * � � W Q� Z W Z W Rq m SCALE I "=JO' I GENERAL N TES : - �• 17' 11• 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, _ .�� 5 • J 1, I AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE f -C VARIOUS UTILITY COMPANIES E CONTRACTOR HAS FINAL RESPONSIBILITY FOR LOCATING OF UTILITIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. `,'ra. U re`c z. 3 CONTRACTOR SHALL BE MADE AWARE THA T ALL WA TER S ri i� 7 t o MAINS WITHIN THIS PROJECT IS OF A. C. TYPE AND SHALL TAKE PRECAUTIONS DURING PAVING PROCEDURES. CROSSWALK AfARKINGS (195 LF) I � ►38 PAVING LE END N 12" DEP PAVEMENT REHA lUTATlON 2" PA MENT CITY PF BAKERSFIELD, CALIFORNIA PANAMA LANE- STA 34+85 TO S. H STREET MARKING LEGEND TYPE IV RROW (15 SF) TYPE V11 ARROW (27 SF) TYPE V1 RROW (42 SF) BIKE LANE AND SCALE.l "=,30' ARROW (14 SF) File Name, TOK231—ST/NE RD Drawn: JAFLORES PAVEMENT REHABILITATION 2012 PHASE 2- PUBLIC WORKS DEPARTMENT Job No.: TOK231 Design Eng: JAFLORES PANAMA LANE-SR99 TO S. H. ST ST Date: 6/12/2012 Checked By. A 27+86, TO S. H ST. SHEE T NO. 7OF7