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HomeMy WebLinkAbout6.1-1731i a 0 a clN N Y N N 0 N I FD N z w W z 0 z W 0 0 J LIST OF DRAWINGS SHEE T I Tl TL E SHEE T SHEE T 2 SEC T1 ONSIDE TAIL S SHEET 3 STRIPING DETAILS SHEET 4 DETAILS/PHASING SHEET 5 ACCESS RAMP DETAIL SHEET 6 PA VEMENTIS TRIPING — SR99 TO STA 26+50 SHEET 7 PA VEMENTIS TRIPING — STA 26+50 TO S. H ST. BENCHMARK CITY OO F BA ; E!!!I" - A'/ I - RSFIELD THE MONUMENT AT THE S TREE T I N TERSEC TION OF PANAMA LN. AND COLONY ST SHALL BE USED AS THE BENCHMARK: FOR THIS PROJECT THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DA TUM NA VD 83 BASIS OF BEARING CENTERLINE OF PANAMA LANE FROM COLONY ST TO S. H ST, SHALL BE USED AS THE BASIS OF BEARING CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -21 NO TE: ALL REFERENCES TO "CLASS B CONCRETE " SHALL BE REPL A CED WI TH "CLASS 3 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECI FI CA TIONS MA Y 2006, EDI TION. A L L REFERENCES TO "CL A SS A CONCRETE" SHALL BE REPLACED WITH "CLASS 2 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFICA TIONS MA Y 2006, EDI TION. STATE STANDARDS A20A, A20B, A20D, A24A, A24D, A24E, A88A MH P.P. —F CONVENTIONAL SYMBOLS EA SEMEN T RIGH T— OF— WA Y CEN TERL INE RAILROAD TRACKS CHAIN LINK FENCE UTILITY SYMBOLS EXIST WATER LINE EXIS T GAS LINE EXIST AERIAL LINES F 6, J06 EXIS T UNDERGROUND TV CABLES DETAIL 21 EXIST OIL LINE EXISTING MANHOLE POWER POLE EXISTING MONUMEN T EXI S TING CLEAN OUT STREET LIGHT STREET LIGHT W/MAST ARM PANAMA LANE: STATE ROUTE 99 TO S. H ST. CITY PROJECT NUMBER: T2K226 FEDERAL PROJECT NUMBER: STPL 5109 (779) EXIST. CURB & GUTTER EXIST. A.C. FL OWLINE EXIST EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS -Q} BENCHMARK LOCA 1 '1 UN MAP NOT TO SCALE FINAL PAY QUANTITIES NO T TO BE USED FOR BIDDING PURPOSES EXIST SEWER LINE UNI T I --- EXIST STORM DRAIN C Y F 6, J06 DETAIL 8 EXlS7 UNDERGROUND 6, 032 DETAIL 21 LF 341 POWER LINE LF 745 EXIST UNDERGROUND LF 440 DETAIL 38A LF PHONE UNE DETAIL 39 LF EXIST FIBER OPTIC LINE DETAIL 39A LF F. H. ��. FIRE HYDRANT LF W.M. WHI TE MARKINGS SF ❑ WA TER METER EA V. DQ EXIST/NG WATER VALVE G. M. � GAS METER G. V. DQ GAS VALVE -Q} BENCHMARK LOCA 1 '1 UN MAP NOT TO SCALE FINAL PAY QUANTITIES NO T TO BE USED FOR BIDDING PURPOSES DESCRIP TION UNI T I QTY ROAD WA Y EXCA VA TION C Y F 6, J06 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 BL UE MARKERS EA 5 Job No.: T21<226 File Name: T21<226—Panama Rehob.dwg STATE OF CALIFORNIA No TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A NO TE: THE CONTRACTOR SHALL CONTACT THE USA L OCA rOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH u 5 MILES QRpFESSIONq DEAN �. C � cc' LLJ Of C 46803 y� Exp.6-30-13 C/ V 0— OF CAS `F �.)- J731 APPROVED BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR CIVIL ENGIN V EIV — DE GN ENGINEERING Zq. Y. ` DATE DATE X, .. zz;;� .3/2-91/11— TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2012 PHASE 2- v;= PANAMA LANE- SR 99 TO S. H. ST. ' SHEE-TS 0 1 2 3 a, NO TE: THE CONTRACTOR SHALL CONTACT THE USA L OCA rOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH u 5 MILES QRpFESSIONq DEAN �. C � cc' LLJ Of C 46803 y� Exp.6-30-13 C/ V 0— OF CAS `F �.)- J731 APPROVED BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR CIVIL ENGIN V EIV — DE GN ENGINEERING Zq. Y. ` DATE DATE X, .. zz;;� .3/2-91/11— TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2012 PHASE 2- v;= PANAMA LANE- SR 99 TO S. H. ST. ' SHEE-TS 0 1 2 3 v7 w O J z 2 O m 0 w O J rn It O LO 110O 6 a O Ln N d' N O N C N U t a a -a U) C_ a a� ry a a C a n Q0 N N Y N 3 a a a 0 C a i Q0 N N Y N H N O N 0 N / C.� =_ z ry W w z z w 0 0 J Ma QRpFESS/Oy DEAN 100 TRANSITION � � � ��.� END TRANSI TIONQ= �' REGIS T RED 44 � NGINEER C 46803 * Exp. 6-30-13 LIMITS AS SHOWN EXISTING CURB AND GUTTER ON PLANS Cl TY OF BAKERSFIELD q CI V �- � 1501 TRUXTUN A VENUE TF OF MATCH TO EXISTING BAKERSFIELD, CA 93301 �F CA1 �F ROADWAY SURFACE REVISIONS ROA DWA Y RECONSTRUCTION No. DA TE BY DESCRIP TION EXISTING ROADWAY SURFACE EXISTING RA/SED MEDIAN ISLAND -W067 TOP OF'CURB 100.00 A. C. EXISTING MEDIAN 2 W/D TH VAR/ES MATCH TO EXISTING SEE PLAN FOR ROADWAY SURFACE EXISTING CURB ROAD AY RECONSTRUCTION LAYOUT REVEAL VARIES FINISH ROADWAY SURFACE PROFILE GRADE LINE (PGL) FINISH ROA0WA Y SURFACE HINGE POINT A T LEFT TURN LIMITS AS SHOWN POCKETS/ SEE DETAILS ON PLANS EXIST/NG CURB AND GUTTER 100' TRANSITION LIP OF EX CURB SEE NOTE THIS STRAIGHT GRADE SHEET HT GRADE REGARDING MEDIAN CURBS PLAN VIEW-- EX A. C. * SEE PLAN VIEWS FOR ELEVA TIONS. PLACE 0.20' TYPE "A" A. C. RECORD INFORMA TION: ELEVATIONS NOTED FOR "A. C" ON OVER 0.80' TYPE "B" A. C. EXISTING ROA DWA Y SECTION EXIST/NG ROADWAY SURFACE ROADWAY SHEETS ARE FINAL INCLUDES OVERLAY COURSES. PLACE 0.20' TYPE "A" A.C. 100' TRANSITION SURFACE EL EVA TION OF NEW A. C. OVER 0.80' TYPE "B" A.C. END TRANSITION OVERLA Y MATCH TO EXISTING ROADWAY SEXISTING URFACE ROADWAY SURFACE/BEGIN TRANSITION FINISH PROJECT PANAMA LANE; SR 99 TO STA 26+00 ( TYPICAL STREET SEC TION) ROADWAY SURFACE NTS EX/ST/NG 0VERLA Y(S) (VER/FY IN FIELD) 14' WIDE -CENTERED ALONG STREET CENTERLINE- GRIND 0.20' BELOW COURSE(S) TO MA TCH EX. ROADWAY SURFACE. PLACE 0.20' TYPE "A" A. C. COURSE EX/STING ROA DWA Y SURFACE EXCA VA TION LIMI TS REFERENCE LINE FOR MEDIAN CURB EE PLANS FOR LIMITS CONSTRUCTION -LIP OF GUTTER TO FULL DEPTH RECONSTRUCT/ON SECT/ON VIEW PROFILE GRADE LINE (PGL) P. G. L. GRADE '' : ('A PANAMA LANE - TIE -/N AT LIMITS OF PROJECT-.-STRAIGHTSTRAIGHT GRADE 3 NOT TO SCALE PLACE 0.20' TYPE "A" A.C. OVER 0.80' TYPE "B" A.C. J Cr TTHIS DETAIL IS TO BE USED AS A GUIDE RA/SED EX OPENING(S)' PENINGS IN PANAMA LANE; STA 26+00 TO S. H STREET(TYPICAL STREET SECTION ADJUST AS NEEDED IN FIELD ) MEDIAN /BLAND RAISED MEDIAN CURB NTS o FOR WA TER DRAINAGE. MATCH ROAD WAY SURFACE MATCH FINAL RECONS TRUC TION SURFACE WI TH EXISTING MEDIAN WA TER FL OW OPENINGS O EASTBOUND TRAFFIC DUAL LEFT TURN WESTBOUND TRAFFIC EXISI TING GRADE BREAK AT \ o LEFT TURN STRIPESL OPE o GRADE BREAK SLOPE —� ------------ SLOPE PAVEMENT SURFACE TRANSI TION A T TURN POCKET WEST OF COLONY ST -PLAN VIEW RECORDS INDICATE FULL DEPTH MEDIAN CURBS ON BOTH SIDE NO T TO SCALE OF MEDIAN ISLAND STA 10+50 TO STA 1,3+60. PRO TEC T IN DUAL LEFT TURN SECTION PLACE (EASTBOUND PANAMA LN AT COLONY ST) File Nome: T2K226-Pcncmo Reft Drawn: JAF/ores PA VEMENT REHAB/LITH TION 2012 PHASE 2- SHEET Ivo. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K226 Design Eng: JAFlores LANE— SR99 TO S. H ST SECTIONS DETAILS 2 OF 7 Date: Mar. 29, 12 Checked By. PANAMA 0 1 2 3 QROFESSIpN HINGE POINT TOP COURSE SHALL BE 0.20' THICK Fp E A N MAXIMUMANY ADJUSTMENT TO PROVIDE R STRAIGHT GRADE SURFACE SHALL BE PLACED ��� oma q�� Fac PRIOR TO PLACEMENT OF TOP COURSE24�� z ,1 REGIS RED NGINEERC 46803 ;:uSTRAIGHT GRADE Of yV Exp. 6-30-13 CITY OF BA KER SFI EL D`req C V IP 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS PAVEMENT JO/NTS SHALL BE No. DA TE DESCRIPTION L OCA TED ALONG LANE L/NE(S) FINAL PA VEMEN T LIFT DETAIL U) 18' VA RIES w 0 J z 16' FlIVAL ROAD SVA y SURF 0 % CE m oTRAFF/C CONTROL PHASING NOTES o ,� DALL TRAFFIC STRIPING ,& PAVEMENT MARK/NGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR P% PHASE ONE TO MEET CONTRACTORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTORS MAINTAINING TRAFFIC. . CONS TRUC TION ❑ 2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE £NGINEER. LM TS OF CONTRACTOR SHALL COORD/NA TLS WITH CITY Of BAKERSFIELD TRAFFIC TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PR/OR TO BEGINNING RECONS TRUC TION ANY PHASING OPERA TONS Ln ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW IRAFFIC TO 15 MPH THROUGH INTERSECTIONS. o WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WIN CONSTRUCTION PHASING LANES 0 ❑5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONS7RUC770N ACTINTIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH *VRK DAY, PHASE ONE CONSTRUCTION PAVEMENTLIFT-DTL PHASE TWO CONSTRUCTION PAVEMENT LIFT DTL ©cavrRACTOR SHALL SUBMIT TRAFFIC CONTRA &DETOUR PLANS FOR APPROVAL PR/OR TO BEGINNING WIORK. Q0 CONTRACTOR SHALL SUBMIT CONTRACTOR SHALL COMPLETE ALL BUT TOP LIFT PRIITY APPROVAL TO CONSIRUCT OR TO BEONN/NC ADDITIVE AL TEONA lE PHASEE THAN . PHASE AT ANY OVEN LIME. ®CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS O'VL Y F THERE IS ONL Y ONE ACCESS TO S17NE ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS NIL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS. � STREET AND � OF CONSTRUCTION N LIP STREET AND OF CONSTRUCTION LIP LIP :::, LIP o VARIES VARIES VARIES VARIES N c WESTBOUND EASTBOUND WESTBOUND NORTHBOUND PHASE 2 PHASE 2 ' CHANNELIZ/NG ' I ' L_ CHADN£� !NG I DEVICE 18 VARIES I VARIES 18 21 RA/SED 16' MIN. 12' WIDE MEDIAN ISLAND MIN. 12' WIDE 18' 0 I TRAVEL LANE SEE PLAN TRAVEL LANE 12' MIN 12' Min. EX TOP OF PA V/NG `- CHANNEL IZ/N SEE PLAN CHANNELIZ/NG i DEVICEZ' i __,_sDEVIC£ AN w_ SEE STREET PLANS m ri 0 FOR PA V/NG LIMITS NEW FINISH SURFACE PANAMA LANE: SR99 TO STA 26+15 PANAMA LANE: SR99 TO STA 26+15 SEE PLANS FOR LOCATIONS SEE PLANS FOR LOCATIONS 0 c I Y LIP STREET AND OF CONSTRUCTION LIP STREET AND OF CONSTRUCTION N VARIES VARIES LIP VARIES VARIES LIP 3' WESTBOUND EASTBOUND _ I SOUTHBOUND NORTHBOUND / Q 0 CHANNELIZING i D Nc E`IZI"c DEVICE 18' PHASE 2 VARIES 18' � N Q:� PAINTED p 16' I MIN. 12' WIDE MEDIAN /BLAND MIN. 12' WIDE I 18' 0 TRAVEL LANE SEE PLAN TRAVEL LANE a 12' Min. �— 12' Min. c 6 n - CHANNELIZ/NCw _ CHANNEL/ZING DEWCE� - w _ m M _ _ w w _ r �D£VICE . Ni __ ----T - m w w µ---- - - ------ t - M _q --- ---_ --- CN . w ----------------- CN _M PANAMA LANE: STA 26+15 TO S. H ST 0 SEE PLANS FOR LOCATIONS PANAMA LANE: STA 26+15 TO S. H ST i SEE PLANS FOR L OCA TIONS 0 z r w w z c� z w CONSTRUCTION- PHASE ONE CONSTRUCTION- PHASE TWO I 1 1 6.1- 173j Y File Nome: T2K226-Ponamo Reh raven: JAFlores PAVEMENT REHABILITATION 2012 PHASE 2- SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K231 Design Eng: JAFlores PANAMA LANE— SR99 TO S. H ST DETAILS/PHASING 3 OF 7 Date: Mar. 29, 12 Checked By 0 1 2 3 c T s c S a ry c E c c n I Qc Y N 0 i 0 a� a 0 c 0 a_ I N (N V N 0 N I 0 N C7 z_ tY w W z z Lu 0 0 J / OR O QROFESS/ON OF -AN 6" (PER MUTCD 2003 CALIFORNIA BIKE LANE —SEE PLANS FOR WIDTHS SUPPLEMENT FIGURE 3B-102) TYP. TERU V'A TE CENTERLINE OR CENTER LANE REGIS RED ENGINEER 1i1 L/NES; x4NO NEAR SIDE LANE LINES A T C 46803 WHEN HYDRANT IS WITHIN 50' OF � MlD—Ai� PO/NTS OF THE CURB RETURNS Exp . 6-30-113 CURB RETURN, PLACEMENT OF FIRE %'.�'�� * P HYDRANT MARKER A T THE SIDE ....::::.....::..:...:::..:::::::...::::...::::::....:::....:::....:::...::::...:::...:.:.....:::....... ... .... ... ... .... .. J, CITY OF BAKERSFIELD STREET SHALL BE REQUIRED.•�������������'��������'"����"':"""""' """ 1501 TRUX TUN AVENUE z' DETAIL 39 t BAKE4SFIELD, CA 93301 F OF CA��F�� r REVISIONS #} FIRE HYDRANT - - - - - ., - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — No. DATE DESCR/P TION LANE TWOTRAFFIC FLOW _ ! _ — — — — — LANE ONE END DETAIL 39 A T BCR WHEN DETAIL t - - 39A IS NOT SHOWN ON PLAN TRAFFIC FLOW — — — — — — — — — — — — — �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — END DETAIL 39A AT BCR - PLACEMENT OF OF FIRE HYDRANT INCLUDE DETAIL 39A ONLY WHERE MARKER SHALL BE LOCATED 3" SHOWN ON PLAN, OMIT DETAIL 39A OUT OF THE LANE ONE STRIPE WHEN NOT SHOWN ON PLAN .....:::......:.....:::::..:.:::....::::..::::::..:::::....::....:200':':...:::...:.:::....::...:_ TERM/NA TE ALL LANE L/NES ON A LINE CONNECTING THE MID—ARC PO/NTS OF THE CURB RETURNS FIRE HYDRANT TYPICAL TERM/NAT/ON OF LANES TRIPING MARKER LOCATIONS AT IWITHOUT STOP BARS NOT TO SCALE D NOT TO SCALE s; J J 1 3 FACE OF CURB STREET WIDTH VARIES 3 CENTER OF STREET r r s � R=150 PA VEMENT MARK/NGS (WHI TE) PER STANDARD I PLAN A24A - CENTER /N LANE PAVEMENT MARK/NGS TYPE IV ARROW/ (WHITE) PER STANDARD SEE PLAN FOR PLAN A24C - CENTER /N LANE LOCATION DETAIL 21 0 I / / +0 (96 LF) 2010 TRAFFIC VOLUMES 0 DETAIL 39 OR % DETAIL 39A AS NOTED ON PLANS %° \ ECR LIMIT LINE"--�---® 9.25 I FACE OF CURB � ``� ...—.._.�.._...._.... _._„ — 5 LIMIT LINE (WHITE) � BIKE � � � SEE PLAN 4' PA TH I ALL BIKE LANE MARKINGS SHALL 12" WIDE MARKING BE CENTERED WITHIN THE BIKE NOTES; LANE WITDTH UNLESS DIRECTED (YELLOW) I BY C/TY ENGINEER, THIS SHEET DOES NOT INCLUDE ALL STRIPING AND MARKINGS DETAILS NOTED ARE FOR CLARIFICATIONS TO Cr AAM LOCA TION VOLUME PANAMA LANE— R -VALUE EAST OF COLONY STREET 20,09J PANAMA LANE— WES T OF COL ON Y S TREE 17,121 ROAD ROAD DES/GN DATA STREET T.L R -VALUE PANAMA LANE 9.5 54 ANDARD PLANS REFERENCES. I BIKE LANE MARK/NG D TL TYPICAL LOCAL STREET (NO"" STREET PARKING) RIGHT TURN ONL Y STRIPING NOT TO SCALE NOT TO SCALE l� + CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K231 Design Engg:: JAFLORES File Nome. T2K226-Panama Reh yawn: JS PA VEMENT REHABILITA TION 2012 PHASE 2= SHEET NO. AF Date: Mar. 29, 12 Checked By. PANAMA LANE SR99 TO S. H ST. STRIPING DETAILS 4 OF 7 0 1 2 3 Q LO N N 0 N N a� c 0 V) a� 0 aD ry 0 E 0 I N N Y N F— r) 0 Q) rY 0 C: 0 i coN N Y N N 0 N I 0 N C.7 z ry w w z z W I 0 0 J / Sidewalk See Note 7 10% Max 2Max x - : ,I - /,,--See Notes 111�10 and 11 N _ksidewalk Front edge of I 4'-0" Min CASE A A 2%1 J -,o Sidewalk ax x See ::Eo c See Notes 10 and 11 Note 7 N v Front sidewalk Sidev M 0000 00001'x) %< 00 0000 ° p O000 °000°000 00 °o°o°o°o 10 % M a x ,.,.,.020— ,. 0220202 1 n% M n x -Ww�,A) 41-011 Min CASE D g Retaining curb aif necessary at 0 5/-011 edge of sidewalk ~ Min ° g P mid block locations, as site conditions dictate. �J A ) 2° If distance from curb to back of sidewalk i s too short to 0000 X o0 Front edge accommodate ramp and 4'-0'' platform (Ianding) as shown in S i dewc � 0000 of sidewalk the sidewalk may be depressed longitudinally as in Case B, 8.33% —0-00-0-1 10 Y. M n x 4'-0" Min CASE A A 2%1 J -,o Sidewalk ax x See ::Eo c See Notes 10 and 11 Note 7 N v Front sidewalk Sidev M 0000 00001'x) %< 00 0000 ° p O000 °000°000 00 °o°o°o°o 10 % M a x ,.,.,.020— ,. 0220202 1 n% M n x -Ww�,A) 41-011 Min CASE D g Retaining curb aif necessary at 0 5/-011 edge of sidewalk ~ Min Ik 7 nt of walk 1 3 0% Max 10% Max B See Notes at curb at curb 10 and 11 CASE B 10% Max of curb Plantin area C Retaining curb if necessary at edge Q_ of sidewalk 5/-011 Min 2% MaxI 0000000000 000000000 8.33% 0000000000 000000000 8.33% 0000000000 00000000 Max 00000000 x 0000000Mux x 00000000 0 000000000 x .11�00000000 000000000 0 00000000 � 000000000 N N 00000000 000000000 0000000000000000 000000000000000000 000000 °00000000000000000 00700000000000000 0 0°45 o Top D i a 0°9 Base D a Sidewalk 0 J RAISED TRUNCATED DOME NOTES: PROF E S S / oNq� REG ST RED,�CIX ENGINEER ICY_ C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD J� 1501 TRUX TUN AVENUE qTF C���� BAKERSFIELD, CA 93301 �F REVISIONS No. DA TE DESCRIP TION 1 / / Front edge See 1° As site conditions dictate, Case A through Case G curb ramps may of sidewalk C See Notes Note 7 used for corner installations similar to those shown in Detail A < CASE C 1 0 and 1 1 Detail B. The case of curb ramps used in Detail A do not have to the some Case A throw h Case G curb ram s also may be used at ��4 A Sidewalk 2% P, Max See 0 °x Note 7 -' � N = Sidewalk c See Note 7 c L 0 0 \` 10% Max at curb 0000 000000 Front 0000°� 000000 Doucum edge of 0000 X 0000 0000 0 0000 S i d e w a l k 00001 ? 000 0000 Oo 000 00 000 00000°0 00 00 R e t a i n i ng 0001 t� Curb (both 4 -0 See Notes 10 sides of Min and 11 ramp) A 6" Typ CASE E Where a flared side occurs provide 2'-0" straight curb iide irb DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 do ° g P mid block locations, as site conditions dictate. �J A ) 2° If distance from curb to back of sidewalk i s too short to 2% Front edge accommodate ramp and 4'-0'' platform (Ianding) as shown in S i dewc o ax of sidewalk the sidewalk may be depressed longitudinally as in Case B, 8.33% 2% Max 8.33% Note 7 �, e 6 at curb configuration must be similar to that shown for Detail B. Max - Max 6" edge of 4. As site conditions dictate, the retaining curb side and the C TYP side of the Case G ramp sha I I be constructed in reversed pos i t i or 0 c 0 parallel R e t a i n i ng but the minimum width of the ramp sha I I be 4'-0" ° Curb (both : N 0 '� o N Sides of See OOOOM X 00001 0000 0 0000 ramp) 0000�'� 0000 0000 ° 0000 Note 000000 000000 000000000000 000000 000000 000000 000000 000000 000000 0000 000000 0000° 0000 M 0000 x 0000 F r o 0000 00000000 M 0000 � 00000000 edge 0000000088 Sid e 0000 00 Ik 7 nt of walk 1 3 0% Max 10% Max B See Notes at curb at curb 10 and 11 CASE B 10% Max of curb Plantin area C Retaining curb if necessary at edge Q_ of sidewalk 5/-011 Min 2% MaxI 0000000000 000000000 8.33% 0000000000 000000000 8.33% 0000000000 00000000 Max 00000000 x 0000000Mux x 00000000 0 000000000 x .11�00000000 000000000 0 00000000 � 000000000 N N 00000000 000000000 0000000000000000 000000000000000000 000000 °00000000000000000 00700000000000000 0 0°45 o Top D i a 0°9 Base D a Sidewalk 0 J RAISED TRUNCATED DOME NOTES: PROF E S S / oNq� REG ST RED,�CIX ENGINEER ICY_ C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD J� 1501 TRUX TUN AVENUE qTF C���� BAKERSFIELD, CA 93301 �F REVISIONS No. DA TE DESCRIP TION 1 / / Front edge See 1° As site conditions dictate, Case A through Case G curb ramps may of sidewalk C See Notes Note 7 used for corner installations similar to those shown in Detail A < CASE C 1 0 and 1 1 Detail B. The case of curb ramps used in Detail A do not have to the some Case A throw h Case G curb ram s also may be used at ��4 A Sidewalk 2% P, Max See 0 °x Note 7 -' � N = Sidewalk c See Note 7 c L 0 0 \` 10% Max at curb 0000 000000 Front 0000°� 000000 Doucum edge of 0000 X 0000 0000 0 0000 S i d e w a l k 00001 ? 000 0000 Oo 000 00 000 00000°0 00 00 R e t a i n i ng 0001 t� Curb (both 4 -0 See Notes 10 sides of Min and 11 ramp) A 6" Typ CASE E Where a flared side occurs provide 2'-0" straight curb iide irb DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 do /-011 M i n�� See Notes ,w � 10 and 11 CASE: F CITY OF BAKERSFIELD, CALIFORNIA Sidewalk ECR ;D )/ 0\11 Crosswalk if provided DETAIL B TYPICAL ONE -RAMP CORNER INSTALLATION See Notes 1 and 3 See Note 9 See Note 14 See Note 9 ° g P mid block locations, as site conditions dictate. �J A ) 2° If distance from curb to back of sidewalk i s too short to 2% Front edge accommodate ramp and 4'-0'' platform (Ianding) as shown in See o ax of sidewalk the sidewalk may be depressed longitudinally as in Case B, or C o ,_ x may be widened as i n Case D. Note 7 �, e 6 at curb configuration must be similar to that shown for Detail B. = Typ 6" edge of 4. As site conditions dictate, the retaining curb side and the C TYP side of the Case G ramp sha I I be constructed in reversed pos i t i or - 0 parallel R e t a i n i ng but the minimum width of the ramp sha I I be 4'-0" ° Curb (both C(D 0 0 000000 00000s0 0000 g 000000 0000° 000000 Sides of OOOOM X 00001 0000 0 0000 ramp) 0000�'� 0000 0000 ° 0000 eeeem eeeeee� /-011 M i n�� See Notes ,w � 10 and 11 CASE: F CITY OF BAKERSFIELD, CALIFORNIA Sidewalk ECR ;D )/ 0\11 Crosswalk if provided DETAIL B TYPICAL ONE -RAMP CORNER INSTALLATION See Notes 1 and 3 See Note 9 See Note 14 See Note 9 Retaining 4'-0" Min See Notes 10 7. The curb ramp shall be outlined, as shown, with a 1 "-0" wide Curb and 11 border w i th ya rooves a rox mate I /a on center. See A grooving detail. PP y CASE G 8° Transitions from ramps and landing to walks, gutters or streets See Note 4 shall be flush and f ree of abrupt changes. Gutter To of ram 9. Maximum slopes of adjoining gutters, the road surface i mmed i ate I f I ow I i ne P P 4'-0" Min, adjacent to the curb ramp or accessible route shall not exceed Rounded \ 1 5 percent within 4'-0" of the top and bottom of the curb ramp. 2% Max �-� 10. Curb ramps shall have a detectable warning surface that extends Z--' 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning SECTION A - A Surfaces shall conform to the details on this plan and the requirements i n the Spec al Prov i s i ons. 11. The edge of the detectable warning surface nearest the street Gutter shall be between 6 and 8 from the gutter f I ow I ne ° f I ow I i ne Retaining curb if necessary 12. SidewaIk and ramp thickness, "T", shall be 3�" minimum. Top of ramp 4'-0" M i n Rounded 13. Utility pull boxes, manholes, vaults and a l l other utility fac i l i t i E within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, 8°33% Max 2% Max �T curb ramp construction. See Note 9 SECTION B- B 14. For retrofit conditions, removal and replacement of curb apron Depress entire sidewalk as requ i red will be at the Contractor's option, unless otherwise shown on project plans. Retaining 1.67'' to 2.35"An(o 0 0 curb if necessary Center to Gutter flow) ine PUBLIC WORKS DEPARTMENT 2% Max - See SECTION C -C Note 9 Limit of pay 4'-0" M i n Rounded RETROFIT DETAIL Existing curb and sidewalk File Nome- T2K226-Panama Job No.: T2K226 Dote: Jun. 12, 12 Drown: JAF Engineer: JAF Checked By center spacing 0 0 0 0 0 �T RAISED TRUNCATED DOME PATTERN (IN-LINE) Approximately 3/4 DETECTABLE WARNING SURFACE 114'' See Note 10 GROOVING DETAIL 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 i PAVEMENT REHABILITATION 2012 PHASE 2: PANAMA LANE— SR99 TO S. H. ST ACCESS RAMP STANDARD 0 svEE r No. SOF7 1 2 3 ° g P 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, Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C o may be widened as i n Case D. '10% Max 3. When ramp is located in center of curb return, crosswalk at curb configuration must be similar to that shown for Detail B. Front edge of 4. As site conditions dictate, the retaining curb side and the f lore( s i dewa I k side of the Case G ramp sha I I be constructed in reversed pos i t i or 5. If located on a curve, the sides of the ramp need not be parallel but the minimum width of the ramp sha I I be 4'-0" ° 6. Side slope of ramp flares vary uniformly from a maximum of 10% _ curb to conform with longitudinal sidewaIk slope adjacent to top the ramp, except in Case C and Case F. Retaining 4'-0" Min See Notes 10 7. The curb ramp shall be outlined, as shown, with a 1 "-0" wide Curb and 11 border w i th ya rooves a rox mate I /a on center. See A grooving detail. PP y CASE G 8° Transitions from ramps and landing to walks, gutters or streets See Note 4 shall be flush and f ree of abrupt changes. Gutter To of ram 9. Maximum slopes of adjoining gutters, the road surface i mmed i ate I f I ow I i ne P P 4'-0" Min, adjacent to the curb ramp or accessible route shall not exceed Rounded \ 1 5 percent within 4'-0" of the top and bottom of the curb ramp. 2% Max �-� 10. Curb ramps shall have a detectable warning surface that extends Z--' 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning SECTION A - A Surfaces shall conform to the details on this plan and the requirements i n the Spec al Prov i s i ons. 11. The edge of the detectable warning surface nearest the street Gutter shall be between 6 and 8 from the gutter f I ow I ne ° f I ow I i ne Retaining curb if necessary 12. SidewaIk and ramp thickness, "T", shall be 3�" minimum. Top of ramp 4'-0" M i n Rounded 13. Utility pull boxes, manholes, vaults and a l l other utility fac i l i t i E within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, 8°33% Max 2% Max �T curb ramp construction. See Note 9 SECTION B- B 14. For retrofit conditions, removal and replacement of curb apron Depress entire sidewalk as requ i red will be at the Contractor's option, unless otherwise shown on project plans. Retaining 1.67'' to 2.35"An(o 0 0 curb if necessary Center to Gutter flow) ine PUBLIC WORKS DEPARTMENT 2% Max - See SECTION C -C Note 9 Limit of pay 4'-0" M i n Rounded RETROFIT DETAIL Existing curb and sidewalk File Nome- T2K226-Panama Job No.: T2K226 Dote: Jun. 12, 12 Drown: JAF Engineer: JAF Checked By center spacing 0 0 0 0 0 �T RAISED TRUNCATED DOME PATTERN (IN-LINE) Approximately 3/4 DETECTABLE WARNING SURFACE 114'' See Note 10 GROOVING DETAIL 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 i PAVEMENT REHABILITATION 2012 PHASE 2: PANAMA LANE— SR99 TO S. H. ST ACCESS RAMP STANDARD 0 svEE r No. SOF7 1 2 3 a C) L N D, O E O C a I QD N N Y N I- 0 C- Q) ry CA