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HomeMy WebLinkAbout6.1-1706i z 0 u Ill 0 wl z U) O N I 0 N CD z W z z w I 0 0 Y i� LIST OF DRA WINGS SHEET 1 TI TL E SHEE T SHEE T 2 SEC TIONS SHEET 3-4 STANDARDS SHEET 5-6 CONSTRUCTION PLANS SHEET 7 CONSTRUCTION PHASING DETAILS SHEET 8-11 PHASING PLANS BENCHMARK THE MONUMENT AT THE S TREE T IN TERSEC TION OF S TINE ROAD AND DIS TRI C T BLVD. SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT THE BENCHMARK SHALL BE ES TA BL I SHED USING U. S. G. S. DATUM NA V9 83 BA SIS OF BEA RING CEN TERL INE OF S TINE ROAD FROM PACHECO RD TO WHITE LN. IS SHALL BE USED AS THE BASIS OF BEARING CITY STANDARDS CITY OO F BA � ERSFIELD ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -21 NO TE.- ALL E:ALL REFERENCES TO 'CLASS B CONCRETE" SHALL BE REPL A CED WITH "CLASS 3 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFICATIONS MAY 2006, EDITION. ALL REFERENCES TO "CLASS A CONCRETE" SHALL BE REPL A CED WITH "CLASS 2 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFICA TIONS MA Y 2006, EDI TION. STATE STANDARDS A20A, A208, A20D, A24A, A24D, A24E, A88A MH FO -1 P.P. f CONVENTIONAL SYMBOLS PAVEMENT REHABILITATION 2077 PHASE 2- ST/NE ROAD: PACHECO ROAD TO WH/TE LANE CITY PROJECT NUMBER: TIK211 FEDERAL PROJECT NO.: STPL 5909 (170) EA SEMEN T EXIST CURB & GUTTER RIGH T- OF- WA Y EXIS T A. C. FL 0 WL INE CENTERLINE '�' '�' '�' EXIST. EDGE OF PAVEMENT RAILROAD TRACKS GUARD RAIL CHAIN LINK FtNCE IMPRO VEMEN TS UTILITY SYMBOLS EXI S T WA TER LINE EXIS T GA S LINE EXIST AERIAL LINES EXIST UNDERGROUND TV CABLES EXIST 0/L LINE EXISTING MANHOLE POWER POLE EXISTING MONUMENT EXISTING CLEAN OUT STREET LIGHT STREET LIGHT W/MAST ARM Ff V. ® .M. G. V. N FIRE HYDRANT WATER METER EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXI S T FIBER OPTIC LINE EXISTING WATER VALVE GA S ME TER GAS VA L VE BENCHMARK LU(,A7lU1V MAY - NOT TO SCALE FINAL PAY QUANTITIES DESCRIP TION UNI T QTY ROAD WA Y EXCA VA TION C Y -9,278 DETAIL 8 LF _10,157 DETAIL 21 LF 90 DETAIL 28 LF 263 DETAIL 31 LF 670 DETAIL 38A LF 1,443 DETAIL 39 LF 4,512 DETAIL 59A LF 400 PA VEMEN T MARKINGS SF 1, 869 FIRE H YDRAN T MARKERS EA 15 STATE OF CALIFORNIA 0 NO TE.- THE E:THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CL -4 SS A NO TE.- THE ETHE 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 QRpFESS/pNq gEAN R `F C 46803 * Exp. 6-30-11 C I V I \- OF C A1 - 0.5 MIL ES APPROVED BY= RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: A SISTANT PUBLIC KS DIRECTOR i4gz. r CIVIL ENGINEER IV — DE GN ENGINEERING DATE DATE 1 -� 2 - TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2011 PHASE 2 NO Job No.: T1 K211 STINE ROAD OF PACHECO ROAD TO WHITE LANE OF File Name: Design—Stine Rd Recon.dwg 11 SHEETS 0 1 2 3 Lu J Luz o' Q' Q' s U Q, Q CL Q N Z G Q M� W Z uj Lu z 0.62' FINISHED EX/S TING A C SURFA CE EXISTING A C SURFACE EXPOSED CURB LIMITS OF EXCA VA TION L IMI TS OF EXCA VA TION RAISED MEDIAN WILL VARY BETWEEN WILL VARY BETWEEN 0.62' FINISHED 1.0' TO 1.30' (TYP) 1.0' TO 1.30' (TYP) EXPOSED CURB p. 0.20' TYPE „A „ A. C. !r.: „ „ ;:..,. •.:;®:� #� •�•..• .. 0.20 TYPE A A.C. 0.80' TYPE "B" A. C. - 4 ` 0.80' TYPE "B" A. C. DETAIL A 7.5" REVEAL MEDIAN ISLAND CURB DETAIL N. TS. STREET AND � OF F 45' CONSTRUCTION NOTE COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES 45' F VARIES STA 20+08.39 TO 21+18.57, STA 28+14.80 2' STA 29+53.26 TO 32+82.94, STA 33+71.84 EXISTING AC SURFACE STA 36+81.76 TO MEDIAN WID TH VARIES (2'-14' 0. TYPE "A" 1.0'- 1.30' LIMITS OF EXCA VA TION (TYP) ( STRAIGHT SEE PLAN A. CC. . 0 VERL A Y STRAIGHT GRADE GRADE t PRO TEC T 0 20' TYPE "A " MEDIANS A. C. O VERLA Y 0.80' TYPE "B" A. C. SEE STREET PLANS EXISTING CURB & GUTTER (TYP) FOR PAVING LIMITS STINE ROAD FROM PACHECO ROAD TO WHITE LANE STA 20+08.39 TO 21+18.57, STA 28+14.80 TO 28+69. 13 STA 29+53.26 TO 32+82.94, STA 33+71.84 TO 36+83.48 STA 36+81.76 TO 38+54.10, STA 38+43.98 TO 42+37.51 CITY OF BAKERSFIELD, CALIFORNIA VARIES 2' EXISTING AC SURFACE 1.0'- 1.30' L/MITS OF EXCA VA TION (TYP) 0.80' TYPE "B" A. C. -� EXIST/NG CURB & GUTTER (TYP) N. TS. S TREE T AND � OF CONSTRUCTION FL I _ 45' 0.83' FIN/SHED EXI S TING A C SURRA CE EXPOSED CURB L lMl TS OF EXCA VA TION RAISED MEDIAN WILL VARY BETWEEN 1. o' To 1. 30' (TYP) 0.20' TYPE "A " A. C. 0.80' TYPE "B" A. C. FL VARIES 2' - QRpFESS/ONq pEAN R �. L Z�- REGIS 7ERED CLJL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD `req CIVIL ��P 1501 TRUX TUN AVENUE T BAKERSFIELD, CA 93301 F OF CA\-�F� 0.83' FINISHED EXPOSED CURB EXISTING AC SURFACE L I MI TS OF EXCA VA TION WILL VARY BETWEEN 1.0' TO 1.30' (TYP) 0.20' TYPE "A" A.C. 0.80' TYPE "B" A.C. DETAIL B 10" REVEAL MEDIAN ISLAND CURB DETAIL N. TS. q S TREE T AND � OF CONS TRUC TION VARIES 45'-49' NOTE: COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES VARIES 45'-49' MEDIAN WID TH EXISTING AC SURFACE VARIES (2'-14' 1.0'- 1.30' L IMI TS SEE PL A N OF EXCA VA TION (TYP) STRAIGHT S TRA ICH T GRADEIlGRADE l � - _ _ PRO TEC T ' 0.20' TYPE "A MEDIANS" A. C. 0 VERLA Y 0.80' TYPE "B" A. C. EXISTING CURB & GUTTER (TYP) NOTE: COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES 45' VARIESSEE STREET PLANS MEDIAN WID TH FOR PAVING LIMITS 2' no VARIES (14'-18) - EXIST/NG AC SURFACE SEE PLAN 0.20' TYPE "A' 1.0' - 1.30' LIMITS A. C. O VERL A Y OF EXCAVATION (TYP) STRAIGHT STRIPED STRAIGHT GRADE T--- GRADE MEDIAN f 6K7��� - --J- COLDPLANE 0.2' BELOW FINISH 0.20' TYPE "A " GRADE. 0VERL A Y A. C. 0VERL A Y 0.2' TYPE 'A' AC 0 80' TYPE "B" 0.20' TYPE "A " A.C. 0 VERL A Y F VARIES 2' EXISTING AC SURFACE 1.0'- 1.30' LIMITS OF EXCA VA TION (TYP) 0.80' TYPE "B" A.C. -J \ SEE STREET PLANS FOR PA VING LIMITS EXISTING CURB & GUTTER (TYP) , STINE ROAD FROM PACHECO ROAD TO WHITE LANE STA 42+30.95 TO 46+81.41 FL VARIES �- 2' EXISTING AC SURFACE 1.0'- 1.30' LIMITS OF EXCA VA TION (TYP) A. C. 0.80' TYPE "B" A. C. EXISTING CURB &GUTTER (TYP) EXISTING CURB & GUTTER (TYP) DETAIL C STINE ROAD FROM PACHECO ROAD TO WHITE LANE STA 21+20 TO 26+63 PUBLIC WORKS DEPARTMENT File Name: TIK211-STINE RD Drown:Joe Catalan Job No.: T1K211 Engineer: Joe Catalan Date: March 25, 2011 Checked By OZLD7 N. T. S. PAVEMENT REHABILITATION 2011 PHASE 2 STINE ROAD- PACHECO ROAD TO WHITE LANE - SECTIONS N. T S. SHEE T NO. 2 OF II 1� 0 WHEN HYDRANT IS W/THIN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER A T THE SIDE STREET SHALL BE REQUIRED. )J TRAFFIC FLOW 6" (PER MU TCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. < 1 � � t � T t FIRE HYDRANT t t t t / LANE TWO °r" TRAFFIC FLOW LANE ONE I PLACEMENT OF GF FIRE HYDRANT MARKER SHALL BE LOCATED 3" OUTSIDE OF THE LANE ONE STRIPE FIRE HYDRANT MARKER LOCATIONS 3 O c NOT TO SCALE FACE OF CURB PA 17EMENT MARKINGS o (WH1 TE) PER STANDARD PLAN A24A - CENTER IN LANE PA VEMEN T MARKINGS (WHITE) PER STANDARD U� PLAN A24C - CENTER IN LANE 00 DETAIL 39 OR DETAIL 39A AS U' NOTED ON PLANS O ECR U w 0 5' BIKE w z PA TH ALL BIKE LANE MARKINGS SHALL BE CENTERED WITHIN THE BIKE LANE WIDTH UNLESS DIRECTED BY CITY ENGINEER. O 0 hi BIKE LANE MARK/NG DTL `LJ � (NO STREETPARKING) NOT TO SCALE BIKE LANE - SEE PLANS FOR WIDTHS DETAIL 39 END DETAIL 39 AT BCR WHEN DETAIL 39A 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' TERMINA TE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS —� ILMMINAIt ALL LA/Vt L//VtJ UN A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIP/NG A T INTERSECTIONS WITHOUT STOP BARS SW -4 poured until paving is in place NO TES: _ 1. All work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Deportment of Transportation approved current edition. 2. Mortar shall consist of one port Portland Cement and two ports of clean, well graded sand. rr, 'd J. Joints shall be filled with mortar and neatly cleaned or wiped on inside of pipe. 4. Pre cost reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. TYPE 'B' MANHOLE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 7 NOT TO SCALE r ------------ — — — — 7 See standard :..... EXISTING MANHOLE SHALL BE CENTERED IN THE PAD f drawing SW -6 % 1 for frame and specifications entitled Specifications, State of o t cover details California Department of Transportation" approved ` I current edition. � I Conc�Ete ': a.., seal or approved black mastic equal. Inside of manholes _�— The upper portions of incoming must be mortared and neatly raked or wiped on inside of pipe. and outgoing sewers shall be 3. Pre cost reinforced manhole sections shall be constructed I i in accordance with the provisions of ASTM C-478, 1 removed and the broken edges o 4W PLAN AT SURFACE I- —I— shall be plastered smooth with curing compound as per section 90-7.018 of the standard T I cement mortar. specifications. Class A" P.C.C. slob not to be poured until 6. See standard drawing SW -6 for frame, cover, and (12mm) Concrete drop manhole details. to be 0.125" to 0.25" (3mm to 6mm) 1 below new finished paving. 2 00 I/r4 Z I enw us L------- J TOP VIEW Note: P.C.C. slob not to be SW -4 poured until paving is in place NO TES: _ 1. All work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Deportment of Transportation approved current edition. 2. Mortar shall consist of one port Portland Cement and two ports of clean, well graded sand. rr, 'd J. Joints shall be filled with mortar and neatly cleaned or wiped on inside of pipe. 4. Pre cost reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. TYPE 'B' MANHOLE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 7 NOT TO SCALE T I2:1 Mortar, ..........'...... ..................... ....1.,..r ....' Dry Packed SW -2 TYPE 'A ' MANHOLE File Nome Design -Stine Rd Job No.: T I K211 Date: Mar. 29, 11 Drawn: ICIJAF Design Eng: Joe Catalan Checked By.•�' QRpFESS/ON F� pEAN q� REGIS FRED ENG NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD xx �P 1501 TRUXTUN AVENUE qTF CI��� BAKERSFIELD, CA 93,301 OF CPA, REVISIONS No. DA TE DESCRIP TION SA 271 / / RAILROAD CROSSING DETAIL 1 11-1706 PA VEMENT REHABILITA TION 2011 PHASE 2 STINE ROAD= PACHECO ROAD TO WHITE LANE - STANDARDS rx SHEE T NO. 3 OF 11 1 2 3 e o' MSK :..... EXISTING MANHOLE SHALL BE CENTERED IN THE PAD f NO TES: % 1. All work shall conform to the applicable sections of the 'Standard specifications entitled Specifications, State of o t p California Department of Transportation" approved t current edition. 2. All unlined manhole joints shall be filled with Kent Conc�Ete ': a.., seal or approved black mastic equal. Inside of manholes must be mortared and neatly raked or wiped on inside of pipe. I I 3. Pre cost reinforced manhole sections shall be constructed I i in accordance with the provisions of ASTM C-478, current edition. PLAN AT SURFACE 5. Concrete pad shall be cured with a white pigmented curing compound as per section 90-7.018 of the standard specifications. R=0.5° P.C.C. slob not to be poured until 6. See standard drawing SW -6 for frame, cover, and (12mm) paving is in place. Slab and lid drop manhole details. to be 0.125" to 0.25" (3mm to 6mm) 4 below new finished paving. 2 00 I/r4 Z I enw us T I2:1 Mortar, ..........'...... ..................... ....1.,..r ....' Dry Packed SW -2 TYPE 'A ' MANHOLE File Nome Design -Stine Rd Job No.: T I K211 Date: Mar. 29, 11 Drawn: ICIJAF Design Eng: Joe Catalan Checked By.•�' QRpFESS/ON F� pEAN q� REGIS FRED ENG NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD xx �P 1501 TRUXTUN AVENUE qTF CI��� BAKERSFIELD, CA 93,301 OF CPA, REVISIONS No. DA TE DESCRIP TION SA 271 / / RAILROAD CROSSING DETAIL 1 11-1706 PA VEMENT REHABILITA TION 2011 PHASE 2 STINE ROAD= PACHECO ROAD TO WHITE LANE - STANDARDS rx SHEE T NO. 3 OF 11 1 2 3 e i(, z Q J Q F - Q U w O M w O J n O I I N M N O (N N C_ U 0 W a) 0) C 0 U 0 0' 70 a_ �I / 3 Z O U w G' 0 ry wl z O N I O O N Z_ G' W LJ Z_ C� z w I D J / WA .Mffi V 2% ax Sidewalk x o c See Notes See Q 10 and 11 Note 7 N Front �/ \\ sidewalk i t c u r b a t * C u ') NX%%k _3A 4'-0" Sidev H J Retaining curb C 1 �P 2% yAr Sidewalkx if necessary at ox of sidewalk a 5'-0" Min edge of sidewalk a 5'-0" M. 0C See Notes See 10 and 11 Note 7 N v 0.9' ase �a M07 x a o ax 2% Max Front �i c XO Note 7 edge of 8.33% Max x �° O RAISED TRUNCATED DOME sidewalk Sidev 10% Max at curb 10% Max at curb FM x°�� Plantin 10% Max 00� 10% Max area — at curb at curb A 4' 0" min CASE D N N 000000 Ng NOTES: *o°O°000° x Front Front edge See 1. As site conditions dictate, Case A through Case G curb romps may be �M °o edge of of sidewalk See Notes Note 7 used for corner installations similar to those shown in Detail A and s i dewy I k CASE C 10 and 1 1 Detail B. The case of curb romps used in Detail A do not have to be the some. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. 1, 10% Max A -09?A See Notes at curb 2. If distance from curb to back of sidewalk is too short to 10 and 11 Sidewalk 2% accommodate ramp and 4'-0" platform (landing) as shown in Case A, CASE B - ax2% Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or See o c_ x Front edge - cMax may be widened as in Case D. Note 7 ' N° of sidewalk See x Note 7 c N ° 10% Max 3. When romp is located in center of curb return, crosswalk N A N•— of curb configuration must be similar to that shown for Detail B. O 6 Front 2% CP Typ 6" edge of 4• As site conditions dictate, the retaining curb side and the flared o c °X See + N o 0 c ° Typ sidewalk side of the Case G ramp shall be constructed in reversed position. - Note 7 o o Retaining a 5. If located on a curve the sides of the ram need not be Q _ c L + P Parallel, M _ x Curb (both o o but the minimum width of the ramp shall be 4'-0". C ° sides of a ih x M O ramp) 6. Side slope of ramp flares vary uniformly from a maximum of 10% at CD 10% Max curb to conform with longitudinal sidewalk slope adjacent to top of M I at curb the ramp, except in Case C and Case F. 4'-0" Min I" k "i See Notes Retaining 4'-0' Min See Notes 10 Front ,�, 10 and 11 Curb I and 11 7• The curb ramp shall be outlined, as shown, with a 1'-0" wide edge of �\ J q border with /a" grooves approximately /a on center. See sidewalk grooving detail. »� SASE F g D CASE G 00 0o Retaining Curb (both` See Note 4 8. Transitions from romps and landing to walks, gutters or streets Z i shall be flush and free of abrupt changes. '—See Notes 1p sides of - D romp) Gutter 9. Maximum slopes of adjoining gutters, the rood surface immediately �n 11 flowline Top of ramp 4'-0" Min adjacent to the curb romp or accessible route shall not exceed �an1T See Note 9 Rounded L 1 5 percent within 4'-0" of the top and bottom of the curb ramp. Q yP CASE E 2% Max ~� 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning r Surfaces shall conform to the details on this plan and the provide 2'-0' straight curb Where o flared side occurs SECTION A -Q requirements in the Special Provisions. Z 11. The edge of the detectable warning surface nearest the street Gutter Retaining curb shall be between 6" and 8" from the gutter flowline. M flowline if necessary 12. Sidewalk and ramp thickness, "T", shall be *' minimum. TTop of romp 4'-0" Min ECR I Q) Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities > (p' .,0 1111111111.within the boundaries of the curb romp will be relocated or 0D ` > adjusted to grade by the owner prior to, or in conjunction with, 0D ° 8.33% Max 2% Max t -T curb romp construction. D o� ° See Note 9 SECTION B -B �. <o 4-14. For retrofit conditions, removal and replacement of curb apron Sidewalk ��o Y Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on po project plans. 0 �o Retaining 1.67" to 2.35' 0 0 0 U) curb if Center to o Gutter necessary center spacing 0 Op 09; " flow] ine BCR See 2% Max RAISED TRUNCATED DOME PATTERN (IN-LINE) iide Note 9 SECTION C -C Approximately 3/ DETECTABLE WARNING SURFACE urb 1/4" KT See Note 10 Crosswalk if provided Limit of pay ^l STATE OF CALIFORNIA 4'-0" Min ° ° ' + ° + ° DEPARTMENT OF TRANSPORTATION DETAIL B Note , 4 Rounded � � � CURB RAMP DETAILS DETAIL A TYPICAL ONE -RAMP � GROOVING DETAIL NO SCALE CORNER INSTALLATION SeeYL: RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A TYPICAL TWO -RAMP CORNER INSTALLATION See Notes 1 and 3 Note 9 RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 1 1 5 OF THE STANDARD PLANS BOOK DATED MAY 2006. See Note 1 Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A CITY OF BAKERSFIELD, CALIFORNIA CAST IRON LID --- TO READ "CITY OF BAKERSFIELD WA TER" FINISHED GRADE " CAST IRON 12" VALVE BOX W/CAST IRON LID TYLER PIPE OR £OVAL. SIDEWALK OR PARKWA Y CAST IRON LID TO READ "C/ TY OF BAKERSFIELD WA TER" CAST IRON SUPPORT RING —� SA *CUT A. C. PAVEMENT 14 REBAR REDWOOD BLOCK 2"X6"X78" TWO PLACES NOTE: FINISH CONCRETE SLAB 114 - BEL OW /4"BELOW A. C, PA V£MENT QRpFESS/0N F� ID AN q� REGISTERED ENGINEER0 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF OF p C BAKERSFIELD, CA 93301 All - REVISIONS No. DA TE I DESCRIP TION PAVEMENT SURFACE 6" TYPICAL OR FINISHED GRADE 001 t 1s `• 14 REBAR 2x2' SQUARE CONCRETE SLAB CAST IRON 12" VALVE BOX W/ CAST IRON LID TYLER PIPE OR EOUAL. WA TERL INE a rq- PA VEMEN T AREA WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL APPROVED: PLATE No. W-12 MANAGER - WATER RESOURCES DEPARTMENT DATE REV. 1-27-11 File Nome: Design—Stine Rd Reco Drawn: JAFLoREs PAVEMENT REHABILITATION 2011 PHASE 2 = sHEEr Ivo. PUBLIC WORKS DEPARTMENT Job No.: T1K211 Engineer: Joe Catalan Date: Mar. 29, 11 Checked By STINE ROAD= PACHECO ROAD TO WHITE LANE — STANDARDS 4 OF 17 0 1 2 3 �►R) Retaining curb C Retoining curb if necessary at edge - r if necessary at of sidewalk a 5'-0" Min edge of sidewalk a 5'-0" 0.45" o o�0 Min 8.33% 2% Max 8.33% Sidewalk i 0.9' ase �a M07 x a o ax 2% Max Sidewalk c XO Note 7 8.33% x Max ° �° 8.33% Max x �° O RAISED TRUNCATED DOME 10% Max at curb 10% Max at curb FM x°�� Plantin 10% Max 00� 10% Max area — at curb at curb A 4' 0" min CASE D N N 000000 Ng NOTES: *o°O°000° x Front Front edge See 1. As site conditions dictate, Case A through Case G curb romps may be �M °o edge of of sidewalk See Notes Note 7 used for corner installations similar to those shown in Detail A and s i dewy I k CASE C 10 and 1 1 Detail B. The case of curb romps used in Detail A do not have to be the some. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. 1, 10% Max A -09?A See Notes at curb 2. If distance from curb to back of sidewalk is too short to 10 and 11 Sidewalk 2% accommodate ramp and 4'-0" platform (landing) as shown in Case A, CASE B - ax2% Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or See o c_ x Front edge - cMax may be widened as in Case D. Note 7 ' N° of sidewalk See x Note 7 c N ° 10% Max 3. When romp is located in center of curb return, crosswalk N A N•— of curb configuration must be similar to that shown for Detail B. O 6 Front 2% CP Typ 6" edge of 4• As site conditions dictate, the retaining curb side and the flared o c °X See + N o 0 c ° Typ sidewalk side of the Case G ramp shall be constructed in reversed position. - Note 7 o o Retaining a 5. If located on a curve the sides of the ram need not be Q _ c L + P Parallel, M _ x Curb (both o o but the minimum width of the ramp shall be 4'-0". C ° sides of a ih x M O ramp) 6. Side slope of ramp flares vary uniformly from a maximum of 10% at CD 10% Max curb to conform with longitudinal sidewalk slope adjacent to top of M I at curb the ramp, except in Case C and Case F. 4'-0" Min I" k "i See Notes Retaining 4'-0' Min See Notes 10 Front ,�, 10 and 11 Curb I and 11 7• The curb ramp shall be outlined, as shown, with a 1'-0" wide edge of �\ J q border with /a" grooves approximately /a on center. See sidewalk grooving detail. »� SASE F g D CASE G 00 0o Retaining Curb (both` See Note 4 8. Transitions from romps and landing to walks, gutters or streets Z i shall be flush and free of abrupt changes. '—See Notes 1p sides of - D romp) Gutter 9. Maximum slopes of adjoining gutters, the rood surface immediately �n 11 flowline Top of ramp 4'-0" Min adjacent to the curb romp or accessible route shall not exceed �an1T See Note 9 Rounded L 1 5 percent within 4'-0" of the top and bottom of the curb ramp. Q yP CASE E 2% Max ~� 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning r Surfaces shall conform to the details on this plan and the provide 2'-0' straight curb Where o flared side occurs SECTION A -Q requirements in the Special Provisions. Z 11. The edge of the detectable warning surface nearest the street Gutter Retaining curb shall be between 6" and 8" from the gutter flowline. M flowline if necessary 12. Sidewalk and ramp thickness, "T", shall be *' minimum. TTop of romp 4'-0" Min ECR I Q) Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities > (p' .,0 1111111111.within the boundaries of the curb romp will be relocated or 0D ` > adjusted to grade by the owner prior to, or in conjunction with, 0D ° 8.33% Max 2% Max t -T curb romp construction. D o� ° See Note 9 SECTION B -B �. <o 4-14. For retrofit conditions, removal and replacement of curb apron Sidewalk ��o Y Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on po project plans. 0 �o Retaining 1.67" to 2.35' 0 0 0 U) curb if Center to o Gutter necessary center spacing 0 Op 09; " flow] ine BCR See 2% Max RAISED TRUNCATED DOME PATTERN (IN-LINE) iide Note 9 SECTION C -C Approximately 3/ DETECTABLE WARNING SURFACE urb 1/4" KT See Note 10 Crosswalk if provided Limit of pay ^l STATE OF CALIFORNIA 4'-0" Min ° ° ' + ° + ° DEPARTMENT OF TRANSPORTATION DETAIL B Note , 4 Rounded � � � CURB RAMP DETAILS DETAIL A TYPICAL ONE -RAMP � GROOVING DETAIL NO SCALE CORNER INSTALLATION SeeYL: RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A TYPICAL TWO -RAMP CORNER INSTALLATION See Notes 1 and 3 Note 9 RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 1 1 5 OF THE STANDARD PLANS BOOK DATED MAY 2006. See Note 1 Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A CITY OF BAKERSFIELD, CALIFORNIA CAST IRON LID --- TO READ "CITY OF BAKERSFIELD WA TER" FINISHED GRADE " CAST IRON 12" VALVE BOX W/CAST IRON LID TYLER PIPE OR £OVAL. SIDEWALK OR PARKWA Y CAST IRON LID TO READ "C/ TY OF BAKERSFIELD WA TER" CAST IRON SUPPORT RING —� SA *CUT A. C. PAVEMENT 14 REBAR REDWOOD BLOCK 2"X6"X78" TWO PLACES NOTE: FINISH CONCRETE SLAB 114 - BEL OW /4"BELOW A. C, PA V£MENT QRpFESS/0N F� ID AN q� REGISTERED ENGINEER0 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF OF p C BAKERSFIELD, CA 93301 All - REVISIONS No. DA TE I DESCRIP TION PAVEMENT SURFACE 6" TYPICAL OR FINISHED GRADE 001 t 1s `• 14 REBAR 2x2' SQUARE CONCRETE SLAB CAST IRON 12" VALVE BOX W/ CAST IRON LID TYLER PIPE OR EOUAL. WA TERL INE a rq- PA VEMEN T AREA WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL APPROVED: PLATE No. W-12 MANAGER - WATER RESOURCES DEPARTMENT DATE REV. 1-27-11 File Nome: Design—Stine Rd Reco Drawn: JAFLoREs PAVEMENT REHABILITATION 2011 PHASE 2 = sHEEr Ivo. PUBLIC WORKS DEPARTMENT Job No.: T1K211 Engineer: Joe Catalan Date: Mar. 29, 11 Checked By STINE ROAD= PACHECO ROAD TO WHITE LANE — STANDARDS 4 OF 17 0 1 2 3 0 n Q 00 Ln 0 N O N T 0 a 0 U Q) CY ry C- Q) 0 / / z 0 U w rK i 0 i W z / 0 N i 0 0 N 0 z ry W W z c� z w i 0 0 J / OR CITY OF BAKERSFIELD, CALIFORNIA PAVEMENT LEGEND FULL DEPTH RECONSTRUCT/ON 0.20' COLDPLANE AND RESURFACE MINOR CONCRETE WORK — CA SE "A " ACCESS RAMPS J / /IV= /`KVH U GENERAL NOTES: 1 ALL UTIL /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 /N THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006, SCALE: 1 " = 30' REGIS TERED 1IL IENGINEER QROFESS/pN pEAN R �� Q c) � C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD C/VIL 1501 TRUX TUN A VENUE BAKERSFIELD CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIPTION 171 // 271 / / STRIPING NO TES : 1 NOTES FOR MARKINGS QBIKE LANE SYMBOL Q STOP BAR DETAIL (14 SF EACH) 3� INSTALL DETAIL TYPE IV ARROW Q 12" PEDESTRIAN ZL (15 SF EACH) 5 CROSSWALK MARKING QRAILROAD CROSSING Q 24" RAILROAD CROSSING DETAIL SYMBOL (70 SF EACH) 7 11 MARKING CITY OF BAKERSFIELD, CALIFORNIA PAVEMENT LEGEND FULL DEPTH RECONSTRUCT/ON 0.20' COLDPLANE AND RESURFACE MINOR CONCRETE WORK — CA SE "A " ACCESS RAMPS J / /IV= /`KVH U GENERAL NOTES: 1 ALL UTIL /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 /N THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006, SCALE: 1 " = 30' REGIS TERED 1IL IENGINEER QROFESS/pN pEAN R �� Q c) � C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD C/VIL 1501 TRUX TUN A VENUE BAKERSFIELD CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIPTION 171 // 271 / / STRIPING NO TES : 1 INSTALL DETAIL 8 2� INSTALL DETAIL 27 3� INSTALL DETAIL 28 © INSTALL DETAIL 37 ® INSTALL DETAIL 38A (D INSTALL DETAIL 39 7 11 INSTALL DETAIL 39A 1 6. File Nome: T1K211-STINE RD Drawn: Joe Catalan PAVEMENT REHABILITATION 2011 PHASE 2: STINE ROAD= PUBLIC WORKS DEPARTMENT Job No.: T1K211 Design Eng: Joe Catalan PACHECO ROAD TO WHITE LANE —CONSTRUCTION PLANS Date: 5/20/2011 checked By.- C J-/70& 1 SHEE T NO. 5 OF 1I 1 2 3 CONSTRUCTION NOTES INSTALL FIRE HYDRANT MARKERS F-2] ADJUST MONUMENT F-31 ADJUST MANHOLE ® ADJUS T WA TER VA VE PER C. 0. B. WATER RESOURCES W-12 0 MANHOLE TO BE ADJUSTED BY OTHERS © GAS VALVE TO BE ADJUSTED BY OTHERS 71 INSTALL TRAFFIC DETECTOR LOOPS — TYPE "C" (6' X 50 ) ® INSTALL ADVANCE TRAFFIC DETECTOR LOOPS — TYPE "E" (6) 285' BACK OF PEDESTRIAN CROSSWALK g� CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & CUTTER PER 2006 CAL TRANS RSP A88A. 10 INSTALL TRAFFIC RATED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 1 6. File Nome: T1K211-STINE RD Drawn: Joe Catalan PAVEMENT REHABILITATION 2011 PHASE 2: STINE ROAD= PUBLIC WORKS DEPARTMENT Job No.: T1K211 Design Eng: Joe Catalan PACHECO ROAD TO WHITE LANE —CONSTRUCTION PLANS Date: 5/20/2011 checked By.- C J-/70& 1 SHEE T NO. 5 OF 1I 1 2 3 0 n 0 U ry ry v� i C 0 I-' 0) i z O U Li fy I 0 w� z i 0 N I 0 0 N i c� z ry w w z CD z w I J 3 11 v 3 NOTES FOR MARKINGS QBIKE LANE SYMBOL Q STOP BAR (14 SF EACH) INS rALL RESURFA CE QTYPE IV ARROWQ NDN -FEDERAL FUNDED AREA 12" PEDESTRIAN (15 SF EACH) 28 CROSSWALK MARKING Q RAILROAD CROSSING Q 24" RAILROAD CROSSING SYMBOL (70 SF EACH) INSTALL MARKING CITY OF BAKERSFIELD, CALIFORNIA PAVEMENT LEGEND INSTALL FULL DEPTH RECONS TRUC TION ® 0.20' COLDPLANE AND INS rALL RESURFA CE 21 NDN -FEDERAL FUNDED AREA INSTALL (ROA DWA Y AREAS) 28 MINOR CONCRETE WORK - lNS7ALL CASE "A" ACCESS RAMPS PUBLIC WORKS DEPARTMENT GENERAL NO TES ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESEN T THE BES T INFORMA TION SUPPLIED B Y THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. File Nome: T1K21I-STINE RD Job No.: T1K211 Date: 3/29/2011 Drawn: Joe Catalan Design Eng: Joe Catalan Checked By.•�._. SCALE: 1 " = 30' Q QROF E SS pEAN R REGI S T RED CLVIJ ENGINEER / C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIC- ,XP 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 F OF CA0 0 REVISIONS No. DA TE DESCRIPTION 271 / / S TRI P/N G N O TES 1O INSTALL DETAIL 8 �2 INS rALL DETAIL 21 3O INSTALL DETAIL 28 4 lNS7ALL DETAIL 31 ® INSTALL DETAIL 38A 10 INSTALL DETAIL 39 �7 /NS7ALL DETAIL 39A PA VEMENT REHAB/LITA TION 2011 PHASE 2: STINE ROAD= SHEET NO. PACHECO ROAD TO WHITE LANE - CONSTRUCTION PLANS 6 OF I I CONSTRUCTION NOTES a INSTALL FIRE HYDRANT MARKERS ❑2 ADJUST MONUMENT ❑3 ADJUST MANHOLE ® ADJUS T WA TER VA VE PER C. 0. B. WATER RESOURCES W-12 0 MANHOLE TO BE ADJUSTED BY OTHERS © GAS VALVE TO BE ADJUSTED BY OTHERS F7 INSTALL TRAFFIC DETECTOR LOOPS - TYPE "C" (6'X 50 ) ® INSTALL ADVANCE TRAFFIC DETECTOR LOOPS - TYPE "E" (6) 285' BACK OF PEDESTRIAN CROSSWALK Fg CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER 2006 CAL TRANS RSP A88A. 10 INSTALL TRAFFIC RA TED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 PA VEMENT REHAB/LITA TION 2011 PHASE 2: STINE ROAD= SHEET NO. PACHECO ROAD TO WHITE LANE - CONSTRUCTION PLANS 6 OF I I A STREET AND � OF CONSTRUCTION F F .40 VAR/ES VARIES I ( SOUTH BOUND i NORTH BOUND PHASE 2 PHASE 1 i VARIES 18' 2'-18' WIDTH & PHASE 3 PHASE 4 LOCA TIONS VARIES 18' VARIES SEE PLAN 12 Min. CHANNELIZ/NG r ------- DEVICE 3 --- T m ' - -T' f .y Y -. � r, s ., 4 � SEE STREET PLANS FOR PA WNG LIMI IS ST/NE ROAD CONSTRUCT/ON PHASING SEE PLANS FOR L OCA TIONS NO T TO SCALE PHASE No. I F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND VARIES NORTH BOUND PHASE 2 PHASE 1 VARIES 18' no No F 2'-14' WIDTH & PHASE 3 PHASE 4 LOCATIONS VARIES 12' Min . 18' VARIES SEE PLAN t ------------ CHANNELIZING DEVICE "�e { ' •i SEE STREET PLANS FOR PA VING L IMI TS ST/NE ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCA TIONSPHASENo.2 NOT TO SCALE 12' MIN/MUM TRA VEL LANE EXISTING No. 1 LANE �'Q -'r FOURTH 0.20 LIFT -14.5 THIRD 0.20' LIFT — 15.25 SECOND 0.20' LIFT — 16' FIRST 0.20 LIFT — 16.75 PHASE No. I AND 3 STAGGERED PAVEMENT STAGING NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA F STREET AND � OF CONSTRUCT/ON VAR/ES I SOUTH BOUND I PHASE 3 PHASE 4 ' 18' VARIES i 2'-14' W/D TH & 12' Min . LOCA TIONS ON VA CHANNEL/ZING DEVICE ---------- t "•= II SEE STREET PLANS FOR PA VING LIMI TS VARIES NORTH BOUND PHASE 2 PHASE 1 VARIES _ I _ 18' QROFESS/ON FgEAN z <Z-2 R�'b F, REGISTERED C L NGINEER C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD F 1501 TRUXTUN AVENUE 9TF CIVIL ��� j BAKERSFIELD, CA 93301 CF CA��F ST/NE ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCA?/ONS NOT TO SCALE PHASE No.3 F STREET AND � OF CONSTRUCTION VARIES VARIES SOUTH BOUND NORTH BOUND PHASE 3 PHASE 4 18' VARIES i 2'-14' WIDTH & 12' Min . LOCATIONS VARIES PHASE 2 PHASE 1 SEE PLAN VARIES 18' CHANNEL/ZING '"' "r DEV/CE _ } F Tl T FOR STINE ROAD CONSTRUCTION PHASING SEE PLANS FOR LOCA TIONS NOT TO SCALE FINAL PAVEMENT STAGE NOT TO SCALE PUBLIC WORKS DEPARTMENT PHASE No.4 12' MINIMUM TRA VFI I A NF FOURTH 0.20 LIFT —WIDTH VARIES VOLUME THIRD 0.20 LIFT — WIDTH VARIES 31,850 SECOND 0.20 LIFT —WIDTH VAR/ES 19,100 FIRS 0.20 LIFT — WIDTH VA RIES OF DISTRICT BLVD PHASE No. 2 AND 4 STAGGERED PAVEMENT STAGING File Name: TIK271—STINE ROAD Drawn: Joe Catol Job No.: TIK211 Engineer: Joe Catalan Date: JAN 29, 207t Checked By.- NOT TO SCALE 2004 TRAFFIC VOLUMES A T INTERSECTIONS L OCA TION VOLUME STINE ROAD AT 31,850 PACHECO ROAD 19,100 STINE ROAD AT OF DISTRICT BLVD DISTRICT BL VD 39,200 STINE ROAD AT WHI TE LANE 67, 300 2004 TRAFFIC VOL UME ON STINE ROAD LOCATION VOLUME STINE ROAD FROM PACHECO RD TO WHITE LN 31,850 STINE ROAD ROAD DESIGN DATA STREET T.I. R -VALUE STINE ROAD— SOUTH 8.5 71 OF DISTRICT BLVD STINE ROAD— NORTH OF DISTRICT BLVD 8.5 57 PA VEMENT REHABILITATION 2011 PHASE 2 STINE ROAD- PACHECO ROAD TO WHITE LANE — CONSTRUCTION PHASING DETAILS SHEE T NO. 7 OF i 1 It ENnOWSE CAR RENTALS k l ___. - - - - ® - - — VETER/NARY HOSPITAL I � I I I 1PC- I \ I 5T/NE ROAD ��® JACK FRO✓�T�,, //' "S CARPET SJEPO WAW GUlIERREZTIRES -- -- - - MEMO OM ` STAWN I I i� t I iR g m5ki PIP 'tA = I O II I I I J I 4 7NEPLAL4 AT511NE ONSER 77LE ST/NE ROAD --------------- _ -, /.�- ..�"_®— I 1 � I TRAFFIC CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PAVEMENT MARK/NGS SHOWN ON THESE PLANS ARE £X/STING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITHTHE CONTRACTOR'S MA/NTA/N/NG TRAFFIC. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS_ AT ALL TIMES UNLESS OTHERWISE ALLO*fD BY THE ENG/NEER. J CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERATIONS PR/OR TO 4. CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN W1 TH CONSTRUCT/ON PHASING LANES. 5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEG/NN/NG WORK. 6. CONTRACTOR SHALL SUBMIT WRITTEN REOUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. 7 CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WbRKING HOURS ONL Y /F THERE /S ONL Y ONE ACCESS TO STINE ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER PORK/NG HOURS. 8. COLOPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL T/MES. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT DI�M/N/C.AN Wt2RSH/P ' SIINSON''�✓ I � caJTER I O N UO\� ZZoO I ff �I L4 W NEWUPECENTERZ PHASING LEGEND Lr� PHASE I CONSTRUCTION �im PHASE 3 CONSTRUCTION g9mPHASE 2 CONSTRUCTION vzm PHASE 4 CONSTRUCTION Ran v a924 AEPBLC6SBPHASED TO AESATALLTIMES File Nome.- TIK211-STINE RD Drawn: Joe Catalan Job No.: T1K211 Design Eng: Joe Catalan Date: 5/20/2011 Checked By AN QRpFESS/ON REGISTERED �L ENGINEER C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD BAK ERSFIELD,1 TRUXTUNCAV ENUE 93301 qTF OF CAL�F��� SCALE: I " = 60' PA VEMENT REHAB/LITH TION 2011 PHASE 2: STINE ROAD= PACHECO ROAD TO WHITE LANE - PHASE 1 0 • f7o� SHEE T NO. 8 OF 17 � 2 3 REVISIONS No. DA TE DESCRIPTION 1 / / I� Q W W �O SCALE: I " = 60' PA VEMENT REHAB/LITH TION 2011 PHASE 2: STINE ROAD= PACHECO ROAD TO WHITE LANE - PHASE 1 0 • f7o� SHEE T NO. 8 OF 17 � 2 3 Ar OWN �R i► v �> <- - ��• �1►.'.moi%. _ oievo KNOW, 34" WE WE .TRAFFIC CONTROL PHASING NOTES: 1. ALL TRAFFIC STRIP/NG & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL do DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWSE ALLOWED BY THE ENGINEER. J CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO 4. CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL do DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK, 6. CONTRACTOR SHALL SUBMIT WRITTEN Rmlur AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY OVEN TIME. 7. CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS ONL Y /F THERE IS ONL Y ONE ACCESS TO STIN£ ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WORKING HOURS 8. COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES. PHASING LEGEND MEPLAZA ArSnNE --L_ - r a0M/N/CAN *VR5H/P CENTER 00 SS/pN 11D AN R q� • o REGIS FRED l Vl ENGINEER C 46803rTl yt Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/Vl\- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION V111711a PHASE 4 CONSTRUCTION COLPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES I E] SCALE: 1 " = 60' CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: T1K211-STINE RD Drawn: Joe Catalan PAVEMENT REHABIL ITA TION 2011 PHASE 2: STINE ROAD= SHEET No. Job No.: T1K211 Design Eng: Joe Catalan PACHECO ROAD TO WHITE LANE - PHASE 2 9 OF 11 Date: 5/20/2011 Checked By 0 1 2 3 1 / / 0 j%7 W 3 V O PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION V111711a PHASE 4 CONSTRUCTION COLPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES I E] SCALE: 1 " = 60' CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: T1K211-STINE RD Drawn: Joe Catalan PAVEMENT REHABIL ITA TION 2011 PHASE 2: STINE ROAD= SHEET No. Job No.: T1K211 Design Eng: Joe Catalan PACHECO ROAD TO WHITE LANE - PHASE 2 9 OF 11 Date: 5/20/2011 Checked By 0 1 2 3 Ion _ , r - C ► --..._ OWN I RaW��! FN PMa— MW".3 �����,I� � II�!IIII���I�I�i������I���I�Iway IN 14 1 .TRAFFIC CONTROL PHASING NOTES 1. ALL TRAFFIC STRIP/NG & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTO'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFICC, 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. J CONTRACTOR SHALL COoRD/NAT£ wm CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO 4. 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 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. 5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIM£. 7. CLOSURE TO SIDE STREETS SHALL BE LIMITED TO MORK/NG HOURS ONL Y /F THERE IS ONLY ONE ACCESS TO STINE ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WnRKING HOURS. 8. COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES. CITY OF BAKERSFIELD, CALIFORNIA ki -PHASING LEGEND PHASE I CONSTRUCTION ►IIIIIIPHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION COLPLANE AREAS SHALL BE PHASED TO vvvvvvvN MAINTAIN PUBLIC ACCESS AT ALL TIMES File Name: T1K21I-STINE RD Drawn: Joe Catalan PUBLIC WORKS DEPARTMENT Job No.: T1K211 Design Eng: Joe Catalan Date: 5/20/2011 Checked By SCALE: I " = 60' 706 PAVEMENT REHABILITATION 2011 PHASE 2: STINE ROAD= SHEET NO. PACHECO ROAD TO WHITE LANE - PHASE 3 10 OF 11 1-77 1 1 0 1 2 QRpFESS/pN pEAN R q� q, w REGISTEFED CIVIL E GINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF CIV�� OF BAKERSFIELD, CA 93301 CA\_ REVISIONS No. DA TE DESCRIP TION 1 / / 0 2 Q� L, 3 -JW U m -PHASING LEGEND PHASE I CONSTRUCTION ►IIIIIIPHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION COLPLANE AREAS SHALL BE PHASED TO vvvvvvvN MAINTAIN PUBLIC ACCESS AT ALL TIMES File Name: T1K21I-STINE RD Drawn: Joe Catalan PUBLIC WORKS DEPARTMENT Job No.: T1K211 Design Eng: Joe Catalan Date: 5/20/2011 Checked By SCALE: I " = 60' 706 PAVEMENT REHABILITATION 2011 PHASE 2: STINE ROAD= SHEET NO. PACHECO ROAD TO WHITE LANE - PHASE 3 10 OF 11 1-77 1 1 0 1 2 --------------- --------------- IT---T--- - V�7ER/NARY HO✓MAc oAr PO !p 030A KEE 'r ffA WWI TRAFFIC CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTRA & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 3. CONTRACTOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO 4. 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 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. 5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CONTRACTOR SHALL SUBMIT WRlT1EN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. 7. CLOSURE TO SIDE STREETS SHALL BE LIMITED TO NVRKING HOURS ONLY /F THERE IS ONLY ONE ACCESS TO S1INE ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS IMLL BE AVAILABLE FOR PUBLIC ACCESS AFTER WnRKING HOURS. 8. COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMESS, CITY OF BAKERSFIELD, CALIFORNIA STINE ROAD FE CENTER THE PLAZA ArSTINE C MMHIP CENTER PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION yyyvvxvxvxN MA NTAINEPUBLIIC ACCAESSBAT AAL TIMES File Nome: TIK21I-STINE RD Drawn: Joe Catalan PUBLIC WORKS DEPARTMENT Job No.: T1K211 Design Eng: Joe Catalan Date: 5/20/2011 Checked By: I m SCALE. I " = 60' PAVEMENT REHABILI TA TION 2011 PHASE 2: STINE ROAD PACHECO ROAD TO WHITE LANE - PHASE 4 06 SHEE T NO. 11 OF 11 2 QRpFESS/ON F� OF—AN ✓ CO ZO 'yam i C REGIS TE ED l VILNGINEER C 46803 yF Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C1V1�' plc' OF BAKERSFIELD, CA 93301 CP& REVISIONS No. DA TE OESCRIP TION 1 / / �W v W O z PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION yyyvvxvxvxN MA NTAINEPUBLIIC ACCAESSBAT AAL TIMES File Nome: TIK21I-STINE RD Drawn: Joe Catalan PUBLIC WORKS DEPARTMENT Job No.: T1K211 Design Eng: Joe Catalan Date: 5/20/2011 Checked By: I m SCALE. I " = 60' PAVEMENT REHABILI TA TION 2011 PHASE 2: STINE ROAD PACHECO ROAD TO WHITE LANE - PHASE 4 06 SHEE T NO. 11 OF 11 2