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HomeMy WebLinkAbout6.1-1706 Record Drawingi z O U w fy 0 ry w z cn 0 N I O 0 N U z w w z z w I 0 0 LIS OF DRAWINGS SHEET 1 rl7"LE SHEET SHEET 2 SECTIONS SHEET 3-4 STANDARDS SHEET 5-6 CONSTRUCTION PLANS SHEET 7 CONSTRUCTION PHASING DETAILS SHEET 8-11 PHASING PLANS ENCHMARK THE MONUMENT AT THE STREET INTERSECTION OF ST/NE ROAD AND DISTRICT BLVD. SHALL BE USED AS THE BENCHMARK FOR THIS PROJE T THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DATUM NA VD 83 BA SIS OF BEARING CITY OO F BA : ERSFIELD PA VEMENT REHABILITA TION 2011 Aw PHASE 2� STINE, ROA I 'DAW PACHECO ROAD TO WHITE LANE CITY PROJECT NUMBERm, TIK211 FEDERAL PROJECT NO.: STPL 5,109 (170) CENTERLINE CF STINE ROAD FROM PACHECO RD TO WHITE LN. IS SHALL BE USED AS THE BASIS OF BEARING CI Y STANDARDS ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -21 NO TE: ALL REFER EN ES TO "CLASS B CONCRETE" SHALL BE REPL A CED WITH "CLASS 3 CONCRETE" AS DEFINED IN THE CAL TRANS STANDARD SPECIFI CA TIOI VS MA Y 2006, EDI TION. AL L REFERENCES TO "CL A SS A CONCRETE" SHALL BE REPLACED WITH "CLASS 2 CONCRETE" AS DEFINED IN THE CAL T ANS STANDARD SPECIFICA TIONS MA Y 2006, EDI TION. STATE STANDARDS_ A20A, -A20B, A OD, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS EA SEMEN T EXIST CURB & CU T TER RIGHT -OF- WA Y EXIST. A. C. FL 0WLINE CEN TERL INE '�' '�' '�' EXIST. EDGE OF PA VEMEN T �- RAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS EXIST WATER LINE EXIS T GA S L INE EXIST AERIAL LINES EXIST UNDERGROUND TV CABLES EXIST OIL LINE EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE MH a EXISTING MANHOLE F.N. FIRE HYDRANT Q ry ROADWAY EXCA VA 7/ON 9,278 P.P.POWER LF W.M.. DETAIL 27 -�- POLE DETAIL 28 WATER METER 263 DETAIL 31 V. 670 ® EXISTING MONUMENT PIl EXISTING WATER VALVE CO FO EXISTING CLEAN OUT G.M. ® GA S ME TER S.L. PAVEMENT MARKINGS G.V. 1-,869 3 S TREE T LIGHT N GAS VAL VE S TREE T LIGHT W/MAST ARM -0} BENCHMARK LUC,A 1 1 U1V MAT-0- NOT AYNOT TO SCALE FINAL PAY QUANTITIES, Q DESCRIP TION UNIT Q ry ROADWAY EXCA VA 7/ON c 9,278 DETAIL 8 LF 10157 DETAIL 27 LF 90 DETAIL 28 LF 263 DETAIL 31 LF 670 DETAIL 38A LF 1443 DETAIL 39 LF 4,512 DETAK 39A LF 400 PAVEMENT MARKINGS SF 1-,869 FIRE HYDRANT MARKERS EA 15 SACRAMENTO \ • '\SAN FRANCISCO • CITY ©F BA :ERSFIELD • LOS ANGELES SAN DIEGO J S TA TE OF CALIFORNIA � 0 NO TE: 0 THE CON TRA C T R MUST POSSESS THE FOLLOWING Q ` VALID LICENSES. GLOSS A { . W � s NO TE: U THE CON TRA C TOR SHA L L CON TA C T THE USA L OCA TOR SERVICE 1-800 642-2444, 48 HOURS PRIOR TO EXCA VA TION. Job No.: T1 K211 File Nome: Design—Stine Rd Recon.dwg PROSECT LENGTH I �0 i , \ QRpf ESS pEAN R9� Fac C 46803 * Exp. 6-30-11 CIVIL ��\P F OF CA��F� PAVEMENT REHABIL� STINE ROAD= PACHECO N 0.5 MILES W Q CL APP/ �VE� B Y. tV 0 RAUL N ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR Q APPROVAL RECOMMENDED BY: �V l �l 11 A SISTANT PUBLIC WORKS DIRECTOR DATE ` W CIVIL ENGINEER IV - DE GN ENGINEERING DATE W Q 2- /it 4. TRAFFIC ENGINEERING DATE A TION 2011 PHASE 2 NO 1 SAD TO WHITE LANE of 11 SHEETS 0 1 2 3 Q F W PROSECT LENGTH I �0 i , \ QRpf ESS pEAN R9� Fac C 46803 * Exp. 6-30-11 CIVIL ��\P F OF CA��F� PAVEMENT REHABIL� STINE ROAD= PACHECO N 0.5 MILES W Q CL APP/ �VE� B Y. tV 0 RAUL N ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR Q APPROVAL RECOMMENDED BY: �V l �l 11 A SISTANT PUBLIC WORKS DIRECTOR DATE ` W CIVIL ENGINEER IV - DE GN ENGINEERING DATE W Q 2- /it 4. TRAFFIC ENGINEERING DATE A TION 2011 PHASE 2 NO 1 SAD TO WHITE LANE of 11 SHEETS 0 1 2 3 EXIS TING A C SURFA CE LIMI TS OF EXCA VA TION WILL VAR BETWEEN 1.0' TO 1.30' (TYP) 0.20' TYPE "A" A. C. 0.80' TTPE "B" A. C. F VARIES 2' - 0.62' FINISHED EX/S TING A C SURFA CE EXPOSED CURB LIMI TS OF EXCA VA TION RAISED MEDIAN WILL VARY BETWEEN 0.62' FINISHED �¢~- 1.0' TO 1.30' (TYP) EXPOSED CURB 1 ° •' �" } 4: J 14; • °:. 4• 0.20' TYPE "A" A. C. 00 0.80' TYPE "B" A.C. DETAIL A 45 REVEAL MEDIAN ISLAND CURB DETAIL S TREE T AND � OF CONS TRUC TION 45' N. TS. NOTE. • COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES 45' EXISTING AC SURFACE MEDIAN WID TH _ 1.0' - 1.30' LIMITS VARIES (2'-14' 0.20' TYPE "A' OF EXCA VA TION (TYP) S TRA I GH T SEE PL ANS T,�q IGH T A• C. 0 VERL A Y GRADE GRADE PRO TEC T + 0.20' TYPE "AMEDIANS" A. C. 0 VERLA Y 0.80' TYPE "B" A. C. EXISTING CURB & GUTTER (TYP) SEE STREET PLANS 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 VARIES QRpFESS/ON pEAN I��c. �O q.45 'G w m REGIS FRED L ENGINEER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/VEL BAKERSFIELD, CA 93301 CALIF 0.83' FINISHED 0.83' FINISHED EX/STING A C SURFACE EXPOSED CURB EXPOSED CURB EXI S T/NG A C SURFACE L/M/ TS OF EXCA VA TION L/M/ TS OF EXCA VA TION WILL VARY BETWEEN RAISED MEDIAN WILL VARY BETWEEN 1.0' TO 1.30' (TYP) 1.0' TO 1.30(TYP) 0.20' TYPE "A " A. C. ' :;i i• ~''.: 0.20' TYPE "A " A.C. A a A 0.80' TYPE „B" A. C. •�. •.:� ,-..+:";:��„ ,, 0.80 TYPE B A.C. VARIES VARIES 2'- 2' ,- 2' EXISTING AC SURFACE 1.0' - 1.30' LIMITS OF EXCA VA TION (TYP) 0.80' TYPE "B" A. C. -' \ EXISTING CURB & GUTTER (TYP) N. TS. STREET AND � OF CONSTRUCTION 45' DE TAIL B 10" REVEAL MEDIAN ISLAND CURB DETAIL q S TREE T AND � OF CONS TRUC TION F VARIES 45'-49' N. TS. NOTE: COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS A T ALL TIMES VARIES 45'-49' _ F �--- MEDIAN WID TH EXISTING AC SURFACE VARIES (2'-14' 1.0' - 1.30' LIMITS SEE PLAN OF EXCAVATION (TYP) STRAIGHT STRA IGH GRADE GRADE ✓ .s ... ..... ..... ..e. +"� 0.20' TYPE "A" IA. C. 0 VERLA Y I 0.80' TYPE "B" A. C. EXI S TING CURB & GUTTER (TYP) NOTE.- COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES 45' MEDIAN WID TH SEE S TREE T PIAN FOR PAVING LIMITS 2' -" - VARIES (14'-18) EXIST/NG AC SURFACE SEE PLAN 0.20' TYPE "A' i. D' - 1.30' LIMITS OF EXCAVATION (TYP) . STRAIGHT A.C. O VERL A Y STRA/GRT GRADE STRIPED MEDIAN GRADE -- --- - -' _---� COLDPLANE 0.2' BELOW FINISH 0.20' TYPE "A" GRADE. OVERLA Y A. C. 0VERL A Y 0.2' TYPE 'A' AC 0.80' TYPE "B" PRO TEC T MEDIANS 0.20' TYPE "A " A.C. OVERLAY \\�p.�__ VARIES F-- 2' EXISTING AC SURFACE 1.0' - 1.30' LIMITS OF EXCA VA TION (TYP) 0.80' TYPE "8" A.C. -1 \ SEE STREET PLANS FOR PAVING 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) DE TAIL C STINE ROAD FROM PACHECO ROAD TO WHITE LANE N. T. S. STA 21+20 TO 26+63 N. TS. 170 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Ile Name: T1K211-STINE RD Drawn: Joe Catalan Job No.: TIK211 Engineer: Joe Catalan PA VEMENT REHABIL/TA TION,2011 FHA SE 2 SHEET NO. Date: March 25, 2011 Checked By 77? STINE ROAD= PACHECO ROAD TO WHITE LANE - SECTIONS 2 OF 11 WHEN HYDRANT IS W/ TH N 50' OF CURB RETURN, PLACEM NT OF FIRE HYDRANT MARKER AT RIE SIDE STREET SHALL BE REQ RED. )) TRAFFIC FLOW 6" (PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TM r � t FIRE HYDRANT I � I t 7 - LANE TWO TRAFFIC FLOW LANE ONE i z Q PLACEMENT OF OF FIRE HYDRANT MARKER SHALL BE LOCA TED 3" v OUTSIDE OF THE LANE ONE STRIPE 0 w f- O J 0 - FIRE F/RE HRANT 0 MARKER L OCA TIONS NOT TO SCALE n N M r N O N ' FACE OF CURB N N O PA CEMENT MARKINGS o (WHITE) PER STANDARD PLAN A24A — CENTER IN LANE ry q) PA t/EMENT MARKINGS 0 (WHITE) PER STANDARD PLAN A24C — CENTER /N LANE Q) DETAIL 39 OR DETAIL 39A AS 0' NOTED ON PLANS z O ECR W r 0 5' W BIKE z PATH ALL BIKE LANE MARKINGSSIL BE CENTERED WITHIN THE BI LANE WIDTH UNLESS DIREC D o BY CITY ENGINEER, E) N 0 z w w BIKE LANE - SEE PLANS FOR WIDTHS TERMINA TE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID-ARr PnINT4:Z 09- Tur 1'110o Of -r1 inAle'• POINTS OF THE CURB RETURNS TYPICAL TERMINA TION OF LANE STRjpjNG A T INTERSECTIONS WITHOUT STOP BARS NOT TO SCALE r See standard drawing SW -6 for frame and ` I cover details � 1 _�_ The upper portions of incoming and outgoing sewers shall be 0 1 1 removed and the broken edges �► 1. —1— shall be plastered smooth with 1 cement mortar. Class A " Concrete �� 1 0 1 TOP VIEW Note: PC. C. slob not to be Poured until povrng is in place. NO TES: W 1. All work shall conform to the oppllcoble sections of the specifications entitled "Standard Specxcomon4 State of California, Department of Tronsportation i T v opproved current edition, �I~ 0 2. Mortar shop consist of one part Portland Cement e4 V... and two ports of clean, well graded Bond. 72, Mortar, 20' Dia Dry Pocked 3. Joints shall be filled with mortar and neatly cleaned or wiped on inside of pipe. C F9 4. Pre cost reinforced manhole sections shall be `0 constructed in accordance with the provisions of ASTM C-478, current edition, SW -4 Ld z BIKE LA N1 MARK/NG D TL TYPE 'B' MANHOLE I (NO STRE TPA RKING) J / NOT 70 SCALE Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT SW -2 TYPE 'A ' MANHOLE File Nome. -Desi n -Stine Rd Reco Drawn: JC/IAF Job No.: T1K211 Design Eng: Joe Catalan Dote: Mor. 29, 11 Checked By )ej-P-2 QRpFESS/ON pEAN q� REGIS FRED ENG NEER LU m C 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD t`] 1501 TRUXTUN AVENUE 9TF C/V1\- 0��\ BAKERSFIELD, CA 93301 OF CAL\F REVisiONs No. DATE DESCRIP TION 1 2'-0" x width Of lone 0 Q • 70 Sp ft DOES NOT INCLUDE THE 2'-0' x VARIABLE WIDTH TRANSVERSE LINES. ' iki, of lone i�10n RAILROADmCOSS/NG DETAIL NOT TO SCALE PA VEMENT REHAB/LITH TION 2011 STINE ROAD PACHECO ROAD TO WHITE L 'RASE 2: SHEET N0. INE - STANDARDS 3 OF 11 1�0' Ibac 1 i .. "' EXISTING MANHOLE SHALL BE CENTERED 11v THE PAD l • NO TES: 1. All work shall conform to the applicable sections of the 'Stonobd t ; specifications entitled Specifications State of California, Deportment of Tronsportotion ; opprowd current edition. k7sg ° ;:.:.., •:. „e : ; :.'_� . 2 All unlined manhole joints shall be filled with Kent Corfc{ate ': �: .` '•:' : .= :' seal or approved block mostic equal Inside of manholes 1 must be mortored and neatly raked or wiped on ;7side i ---'t of pipe. f i 3 Pre cast reinforced manhole sections shall be constructed in accordance with the prowi ;bns of ASTM C-478, current edition. PLAN AT SURFACE 5 Concrete pod shall be cured with a white pigmented curing compound os per section 90-7.018 of the standard specifications. R=0.5" P.C.C. slab not to be poured until poving is in place. Slab and lid 6. See standard drawing SW -6 for frame, cover, and (12mm) to be 0.125" to 0.25"' (3mm to 6mm) drop manhole details below new finished paving. ?.0' Ak dI0",15t T 71, 2.' 1 Mortar, I Ory Pocked SW -2 TYPE 'A ' MANHOLE File Nome. -Desi n -Stine Rd Reco Drawn: JC/IAF Job No.: T1K211 Design Eng: Joe Catalan Dote: Mor. 29, 11 Checked By )ej-P-2 QRpFESS/ON pEAN q� REGIS FRED ENG NEER LU m C 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD t`] 1501 TRUXTUN AVENUE 9TF C/V1\- 0��\ BAKERSFIELD, CA 93301 OF CAL\F REVisiONs No. DATE DESCRIP TION 1 2'-0" x width Of lone 0 Q • 70 Sp ft DOES NOT INCLUDE THE 2'-0' x VARIABLE WIDTH TRANSVERSE LINES. ' iki, of lone i�10n RAILROADmCOSS/NG DETAIL NOT TO SCALE PA VEMENT REHAB/LITH TION 2011 STINE ROAD PACHECO ROAD TO WHITE L 'RASE 2: SHEET N0. INE - STANDARDS 3 OF 11 WHEN HYDRANT IS WIT IN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER AT HE SIDE STREET SHALL BE REQ /RED. 6" (PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. r � i _tel i 1 FIRE HYDRANT 1 � l t "- LANE TWO TRAFFIC FLOW LANE ONE i C Q) DETAIL 39 OR , DETAIL J9A AS NOTED ON PLANS 3 Z O U W ry W Z Cn ALL BIKE LANE MARKINGS S o BE CENTERED W rXIN THE B, N LANE WITDTH UNLESS DIREC o BY CITY ENGINEER, O N 0 z w Li FACE OF CURB O h PA VEMENT MARKINGS (WHITE) PER STANDARD PLAN A24A - CENTER IN LANE PA I/EMENT MARKINGS (WHITE) PER STANDARD PLAN A24C - CENTER IN LANE 0 0 ECR BIKE PA TH BIKE LANE - SEE PLANS FOR WIDTHS TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARI'.' PnIAIT� nr Trar r,11DD DC71/nAle- POINTS OF THE CURB RETURNS TYPICA L TERMINATION OF LANE IS AT INTERSECTIONS WITHOUT STOP BARS rr.+ ft an) See standard drawing SW -6 ® I for frame and ` I cover details � I The upper portions of incoming ' I and outgoing sewers shall be c i I removed and the broken edges -1- shall be plastered smooth with cement mortar. Class A" Concrete ® 1 Ll---------- ---)�� TOP V4EW Note: P.C.C. slab not to be poured until paving is in place. NO TES: 1. A# work shall conform to the opplicoble sections of the specifications entitled 'Standard Specifications, State of California, Deportment of Transportation approved current edition. • 2. Mortar sholf consist of one port Portland Cement and two ports of clean, well graded sand. 2.• 1 Mortar, 2Q' ft Dry Pocked 3. Joints sholl be filled with mortor and neatly cleaned (Q6�t►j �`Oo or wiped on inside of pipe. F9 4. Pre cost reinforced manhole sections shot! be constructed in accordance with the provisions of / ASTM C-478, current edition, SW -4 AN o I (NO STRE�T PARKING) TL P 'B' MANHOLE_jI-, Y 1 ( NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT NOT TO SCALE QRpFESS/ON pEAN •� � 2o�O 92� 2c REGIS FREDW Q ENG NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �"Z- 1501 TRUXTUN AVENUE qTF C/Vl\- p� BAKERSFIELD, CA 93301 OF CAL\F REVISIONS No. DA TE DESCRIP TION %� A, 7]-/ / 1 2'-0" x width of Ione 1_� TRAFFIC FLOW z `j PLACEMENT OF OF FIRE HYDRANT Q MARKER SHALL BE LOCA TED J v o OUTSIDE OF THE LANE ONE STRIPE w O 3 52 m 0 w F- NO TES: O J FIRE HYDRANT MARKER L OCA TIONS NOT TO SCALE C Q) DETAIL 39 OR , DETAIL J9A AS NOTED ON PLANS 3 Z O U W ry W Z Cn ALL BIKE LANE MARKINGS S o BE CENTERED W rXIN THE B, N LANE WITDTH UNLESS DIREC o BY CITY ENGINEER, O N 0 z w Li FACE OF CURB O h PA VEMENT MARKINGS (WHITE) PER STANDARD PLAN A24A - CENTER IN LANE PA I/EMENT MARKINGS (WHITE) PER STANDARD PLAN A24C - CENTER IN LANE 0 0 ECR BIKE PA TH BIKE LANE - SEE PLANS FOR WIDTHS TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARI'.' PnIAIT� nr Trar r,11DD DC71/nAle- POINTS OF THE CURB RETURNS TYPICA L TERMINATION OF LANE IS AT INTERSECTIONS WITHOUT STOP BARS rr.+ ft an) See standard drawing SW -6 ® I for frame and ` I cover details � I The upper portions of incoming ' I and outgoing sewers shall be c i I removed and the broken edges -1- shall be plastered smooth with cement mortar. Class A" Concrete ® 1 Ll---------- ---)�� TOP V4EW Note: P.C.C. slab not to be poured until paving is in place. NO TES: 1. A# work shall conform to the opplicoble sections of the specifications entitled 'Standard Specifications, State of California, Deportment of Transportation approved current edition. • 2. Mortar sholf consist of one port Portland Cement and two ports of clean, well graded sand. 2.• 1 Mortar, 2Q' ft Dry Pocked 3. Joints sholl be filled with mortor and neatly cleaned (Q6�t►j �`Oo or wiped on inside of pipe. F9 4. Pre cost reinforced manhole sections shot! be constructed in accordance with the provisions of / ASTM C-478, current edition, SW -4 AN o I (NO STRE�T PARKING) TL P 'B' MANHOLE_jI-, Y 1 ( NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT NOT TO SCALE QRpFESS/ON pEAN •� � 2o�O 92� 2c REGIS FREDW Q ENG NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �"Z- 1501 TRUXTUN AVENUE qTF C/Vl\- p� BAKERSFIELD, CA 93301 OF CAL\F REVISIONS No. DA TE DESCRIP TION %� A, 7]-/ / 1 2'-0" x width of Ione 1_� t; 2.1 Mortar, .....,..;..._._ .__ .......................... .t ;..r..._� Dry Pocked a_ .._...._._ ........................_ .;.., ,.....� SW -2 TYPE 'A 7 MANHOLE File Nome: Design -Stine Rd Job No.: T 1 K211 Date: Mar. 29, 11 Urown: JC/JAF Design Eng: Joe Catalan Checked By.• )tt&_2 RAILROOFAFAID CROSS/NG DETAIL -7 NOT TO SCALE PAVEMENT REHABIL /TATION 2011 PHASE 2 ST/NE ROAD PACHECO ROAD TO WHITE ANE -STANDARDS U SHEET NO. 3 OF 11 2 3 i3O' lloac f ISTING MANHOLE SHALL BE CENTERED IN THE PAD o N NO TES: 1. All work shall conform to the applicable sections of the specifications entitled Standard Specifications, State of I Colifornio, Deportment of Transportation" opproved 1 curren ti ed ti on. 2 A# unlined manhole prots Sh0!I be filed d with Kent Conic ete ; : ;, a.' : ,: •'..: seal or approved block mastic equal. Inside of manholes t must be mortared and neatly raked or wiped on inside of pipe. ! 3. Pre cost reinforced manhole sections shall be constructed in accordance with the provisions of AS7M C-478, current edition. * 70 sq ft DOES NOT INCLUDE THE 2'-0" x VARIAB WIDTR TRANSVERSE LINES. o E v PLAN A T SURFACE 5. Concrete pad shall be cured with o white pigmented curing compound as per section 90-7.018 of the standard specifications R=0.5" P.C.C. slab not to be poured until paving is in place. Slab and lid 6. See standard drawingSW-6 for frame cover, e, and 2'-0" x with °f 'O"® (12mm) to be 0.125' to 0.25" (Jmm to 6mm) drop manhole details below new finished paving. -o" GRID 20' MAI Z _ _� _ A=70 sq ft* t; 2.1 Mortar, .....,..;..._._ .__ .......................... .t ;..r..._� Dry Pocked a_ .._...._._ ........................_ .;.., ,.....� SW -2 TYPE 'A 7 MANHOLE File Nome: Design -Stine Rd Job No.: T 1 K211 Date: Mar. 29, 11 Urown: JC/JAF Design Eng: Joe Catalan Checked By.• )tt&_2 RAILROOFAFAID CROSS/NG DETAIL -7 NOT TO SCALE PAVEMENT REHABIL /TATION 2011 PHASE 2 ST/NE ROAD PACHECO ROAD TO WHITE ANE -STANDARDS U SHEET NO. 3 OF 11 2 3 0) 3 0 U 0 ry a� c (n c� zs a� z O w Ir 0 W� z r - O N O O N 0 z ry w w z 0 z Li I J / Si ewalk See Note 7 10% Max at curb Si ewalk See Note 7 Sldev �r ARetaining curb if / �!a1 Retaining curb ncessary at edge - ax a � if necessaryat _ a of sidewalk o X 5'-0" edge of sidewalk >' 51_0„ 0'45 N- o Min Min op 'o � � � /--See Notes 2% Max 0.9" N v 10 and 11 8,33% 8.33% Sidewalk i ase �o �'' ront max oMax 2% Max O o c Sidewalk _ —N\\\ dge of ; 'x - x 8.33% 8.33% i ,de I k\ cv�° N c c�, See R A S T R t _ Note 7 a x Max ° Max I ED UNCATED DOME 10% Max at curb 4'-0" 'n DETAIL 10% Mox DATED MAY 2006. of curb CASE A REVISED STANDARD PLAN RSP A88A --W-1 A? 1; 2% `a_ x � 0 c rSee Notes 10 and 11 10% Max Front at curb _ edge of sidewalk, , KA •. +,+.;� 10% Max M at cu r b A 4'-0.. Min CASE D DETAIL A TYPICAL TWO -RAMP CORNER See Note 1 N O N N � 8 NOTES x Front Front edge � See 1. As site conditions dictate, Case A through Case G curb romps may be n1° edge of of sidewalk C See Notes Note 7 used for corner installations similar to those shown in Detail A and sidewalk CASE C 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be the some. Case A through Case G curb romps also may be used at 10% Max mid block locations, as site conditions dictate. B See Notes at curb A A? 2. If distance from curb to back of sidewalk is too short to 10 and 11 Sidewalk 2Y, accommodate ramp and 4'-0" platform (landing) as shown in Case A, CASE B Ivax 2% Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or Seeo c x Front edge o c °X may be widened as in Case D. Note 7 N° of s i dewa l k See e x Q Note 7 Q N ° 10% Max 3. When ramp is located in center of curb return, crosswalk N A Is _ at curb configuration must be similar to that shown for Detail B. 0 6 Front 0 2%Sidewalk Typ 6" edge of 4• As site conditions dictate, the retaining curb side and the flared 0) side of the Case G ram shall be constructed in reversed position. °X See •F ° c Typ sidewalk p - N o Note 7 0 Retaining C ° 5. If located on a curve, the sides of the ramp need not be parallel, M X Curb (both O O . x but the minimum width of the ramp shall be 4'-0". ° ° sides of � ° ramp) 6. Side slope of ramp flares vary uniformly from a maximum of 10% at C0 10% Max curb to conform with longitudinal sidewalk slope adjacent to top of M at curb the romp, except in Case C and Case F. Q Min I'"4'-0' --`—'� See Notes Retaining 1I4'-0" Min n See Notes 10 Front _. h•� 7. The curb rom shall be outlined as shown with a 1'-0" wide CD '� 10 and 11 Curb and 11 + x .. edge of A border with a' grooves approximately 3/a" , on center. See o sidewalk_ grooving detail. D CAS,= F °O -RetainingCASE G 8. Transitions from ramps and landing to. walks, gutters or streets Curb (both' See Note 4 V i shall be flush and free of, changes.. . 4'-0" "-See Notes 10 sides of D in and 11 ramp) Gutter To of ram 9. Maximum slopes of adjoining gutters, the road surface immediately flowline p p 4'-0" Min adjacent to the curb ramp or accessible route shall not exceed — � 6" Rounded- 1 5 percent within 4'-0" of the top and bottom of the curb romp. Q _v Typ See Note 9 CASE E 2% Max-"/�� 10. Curb romps shall hove a detectable warning surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable Warning r' Where a flared side occurs SECTION A -A Surfaces shall conform to the details on this plan and the D provide 2'-0" straight curb 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. flowline if necessary Top of ramp 12. Sidewalk and romp thickness, T, shall be 3T' minimum. 4'-0" Min1., ECR Rounded —� 13. Utility pull boxes, manholes, vaults and all other utility facilities D within the boundaries of the curb ramp will be relocated or OD > adjusted to grade by the owner prior to, or in conjunction with, 00 ° 8.33% Max 2% Max F -T curb romp construction. a D �oc <e See Note 9SECTION B -B 14. For retrofit conditions, removal and replacement of curb apron Sidewalk ��o Depress entire sidewalk as required will be at the Contractor's option, -unless otherwise shown on po Y project plans. 3 Retaining U) curb if 1.67" to 2.35" 00 0 o C.Center to necessary p g 000 O 0 Gutter center spacing r: " flowline 1< o P �,o o•, 0 0 0 BCR See 2% Mox '-T RAISED TRUNCATED DOME PATTERN (IN-LINE) gide Note 9 SECTION C -C Approximately 3/ DETECTABLE WARNING SURFACE irb L- �I See Note 10 Crosswalk if provided Limit of pay I STATE OF CALIFORNIA 4' -0 Min + ° + ° DEPARTMENT OF TRANSPORTATION DETAIL B Note 14 CURB RAMP DETAILS See Rounded TYPICAL ONE -RAMP GROOVING DETAIL NO SCALE CORNER INSTALLATION See RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A TION 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. Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A CITE' OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: Design -Stine Rd Reco Drawn: JAFLORES Job No.: T1K211 Engineer. Joe Catalan Date: Mar. 29, 11 Checked By: ^t -PZ__... QRpFESS/0"k pEAN zz� 0 REGISTERED C12 VZLS ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 150 9 TRUX TUN A VENUE BAKERSFIELD, CA 93309 F OF CA,0F REVISIONS No. DA TE DESCRIP TION CAST IRON LID TO _READ "CITY OF BAKERSFIELD WA TER" `T Y G 0,� FINISHED GRADE ----.,d Q 0 D D 000000001..E 12" on 0000 CAST IRON 12" VALVE 0000000000 BOX W/CAST /RoN LID 00WATER F! TYLER PIPE OR nn 0 0 EOUAL. aonnnnI70 SIDEWALK I R RKWAY S F L 0 P A CAST IRON LID TO READ "CITY OF BAKERSFIELD PAVEMENT SURFACE WATER".:::) 6" TYPICAL OR FINISHED GRADE CAST IRON SUPPORT RING I SAWCUT A. C. PAVEMENT REBAR 14 REBAR , jl'4 2'x2' SOUARE CONCRETE SLAB CAST IRON 12" VALVE BOX W/ CAST IRON LID REDWOOD BLOCK TYLER PIPE OR 2"X6"XI8" EOUAL. TWO PLACES r� i; WA TERLINE NOTE: FINISH CONCRETE SLAB I/4" BELOW A.C. PAVEMENT WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL APPROVED: PATE No. L W-12 MANAGER - WATER RESOURCES DEPARTMENT DATE REV. 1-27-11 6.1-17-V � PAVEMENT REHABILITATION 201LANE PHASE 2 D STINE ROAPACHECO ROAD TO WHITE -STANDARDS 7: 0 SHEE T NO. 4 OF 11 2 �9 , Ll w 0 m 0 w 0 J 0 II Q 00 L6 ro (36 0 N I 0 U N ry Q) 41 C� W 0 z 0 U W 0 ry i W z V) i 0 N 0 0 N 0 z ICEW w z 0 z W i 0 0 J Y ENTERPRI5E CAR RENTALS W jco C J�a 214 LF 214 LF 200 LF 7 ---, 64 LF 5 133 LF Q o� W '.'t METRO GA5 STATION 10 LF(5 10 LF r2 6 576 LF 576 LF STINE R OAD_ _....� -F-0 BOB'S CARMr STEP OF FAITH 15 LF f I I \`\``� ��1 141NiClil 24's-1 QBIKE �rrw� AS TOP BAR ►IN (14 SF EACH) 4 ADJUST WATER VALVE PER C.O.B. WATER RESOURCES W-12 QTYPE 2 IV ARROW DETAIL 12" PEDESTRIAN r7 (15 SF EACH) ® CIT' OF BAKERSFIELD, CALIFORNIA 0 WPM PEU 4 503 LF r ii LF 5 IX LF QRpFESS/0N pEAN R �` F O 9 REGISTERED �Ly_ENG/NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 7507 TRUXTUN AVENUE qTF C/VEL BAKERSFIELD, CA 93307 OF CA��F REVISIONS No. DA TE DESCRIP TION (66 SF) 6 (66 SF) 6 48 LF 3271 1 ZsWMWEI I Bell N' , 1 111 NE"I'l- Z' NOTES FOR MARKINGS QBIKE LANE SYMBOL AS TOP BAR ►IN (14 SF EACH) 4 ADJUST WATER VALVE PER C.O.B. WATER RESOURCES W-12 QTYPE 2 IV ARROW DETAIL 12" PEDESTRIAN r7 (15 SF EACH) ® CROSSWALK MARKING ARAILROAD CROSSING DETAIL 24" RAILROAD CROSSING 3 SYMBOL70 SF EACH) ) DETA2 MARKING CIT' OF BAKERSFIELD, CALIFORNIA 0 WPM PEU 4 503 LF r ii LF 5 IX LF QRpFESS/0N pEAN R �` F O 9 REGISTERED �Ly_ENG/NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 7507 TRUXTUN AVENUE qTF C/VEL BAKERSFIELD, CA 93307 OF CA��F REVISIONS No. DA TE DESCRIP TION (66 SF) 6 (66 SF) 6 48 LF 3271 1 ZsWMWEI I Bell N' , 1 111 NE"I'l- Z' CONSTRUCTION NOTES I INSTALL FIRE HYDRANT -MARKERS `11 NOTES ►IN ADJUST MANHOLE 4 ADJUST WATER VALVE PER C.O.B. WATER RESOURCES W-12 Cl INSTALL DETAIL 8 r7 INSTALL TRAFFIC DETECTOR LOOPS — TYPE "C" (6'X 50 ) ® r r r 2 268 LF 270 LF 6 66 LF 276 LF 278 LF 6 280 LF 5 27 LF STINE ROAD PAVEMENT LEGEND FULL DEPTH RECONSTRUCTION ® 0: ' ,2ax�, CpLDPL�A4A All CtaIdD ant R&SURFACE f c� MINOR CONCRETE WORK — CASE "A" ACCESS RAMPS PUBLIC WORKS DEPARTMENT File Name: TIK21I -STINE RD Job No.: Tl K211 Date: 5/20/2011 GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMAT/ON SUPPLIED 8Y THE VARIOUS UTIL I TY COMPANIES. FINAL RESPONS/BILI TY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. Drawn: Joe Catalan Design Eng: Joe Catalan Checked By I rm_� SCALE. • 1 " = 30' 1 z 7'•_ P£"a� a'g we/Y � fi r� l� �v o r 5 s r� 5�I r I � i -X70 PAVEMENT REHAB/CITATION 2011 PHA E 2: SD STINE ROA PACHECO ROAD TO WHITE LANE — CONSTRUCTION PLANS 0 1 SHEET NO. 5OFII 2 3 CONSTRUCTION NOTES Ml INSTALL FIRE HYDRANT -MARKERS STR/P/NG NOTES F3_ ADJUST MANHOLE 4 ADJUST WATER VALVE PER C.O.B. WATER RESOURCES W-12 Cl INSTALL DETAIL 8 r7 INSTALL TRAFFIC DETECTOR LOOPS — TYPE "C" (6'X 50 ) ® INSTALL ADVANCE TRAFFIC DETECTOR LOOPS — TYPE "E" (6) 285' BACK OF PEDESTRIAN CROSSWALK 2 INS TALL DETAIL 21 3 INS TALL DETA2 28 4 INS TALL DErA2 37 5 INS iALL DETAIL 38A (6INS T ALL DETAIL 39 Q7) INS TALL DETAIL 39A I � i -X70 PAVEMENT REHAB/CITATION 2011 PHA E 2: SD STINE ROA PACHECO ROAD TO WHITE LANE — CONSTRUCTION PLANS 0 1 SHEET NO. 5OFII 2 3 CONSTRUCTION NOTES Ml INSTALL FIRE HYDRANT -MARKERS 2 ADJUST MONUMENT F3_ ADJUST MANHOLE 4 ADJUST WATER VALVE PER C.O.B. WATER RESOURCES W-12 5 MANHOLE TO BE ADJUSTED BY OTHERS © GAS VA VE TO BE ADJUS TED B Y 0 THERS r7 INSTALL TRAFFIC DETECTOR LOOPS — TYPE "C" (6'X 50 ) ® INSTALL ADVANCE TRAFFIC DETECTOR LOOPS — TYPE "E" (6) 285' BACK OF PEDESTRIAN CROSSWALK 9� CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER 2006 CAL TRANS RSP A88A. 10 INSTALL TRAFFIC RATED N0. 5 PULLBOX PER 2006 CAL TRANS ES -8 I � i -X70 PAVEMENT REHAB/CITATION 2011 PHA E 2: SD STINE ROA PACHECO ROAD TO WHITE LANE — CONSTRUCTION PLANS 0 1 SHEET NO. 5OFII 2 3 0 w 0 01 m O I N N QBIKE LANE SYMBOL � U z� ie fI (�S i` .i'' p(, _ ao tp oA9 Q � LkiZ (15 SF EACH) 28 -0 AARAILROAD CROSSING z 24" RAILROAD CROSSING Q W < Z� Q INSTALL TRAFFIC RATED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 v Q � w 0 W 740 LF v" Zoo 5z 400 5 107 LF m e ��o C m�Q 0 w 0 01 m O I N N QBIKE LANE SYMBOL � U z� ie fI (�S i` .i'' p(, _ ao e oA9 12" PEDESTRIAN (15 SF EACH) 28 -0 AARAILROAD CROSSING CASE "A" ACCESS RAMPS 24" RAILROAD CROSSING SYMBOL 70 SF EACH ( ) Z� MARKING Vf {q S4 E� „S INSTALL TRAFFIC RATED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 .a 740 LF vQ O7 W 740 LF v" Zoo "' 400 5 107 LF 0 U e ��o C m�Q N ry nn r-) w z Cn i O N 0 0 Q J Y 706 LF WACO THE PLAZA _ A7'5 77NE f 5 148 LF . ' DOMINICAN 6 604 LF ® Z WORSHIP O Q CENTER Y ' N ' ` � I 707 LF z IGLES/A NUEVA �/DA o rj'� 708 LF ST/NE ROAD h_v.t C+6 112 LF 5 QBIKE LANE SYMBOL Q STOP BAR z� ie fI (�S i` .i'' p(, _ ao e oA9 709 LF NOTES FOR MARKINGS QBIKE LANE SYMBOL Q STOP BAR (14 SF EACH) ie fI (�S i` .i'' p(, _ RESURFA CE QTYPE IV ARROW Q 12" PEDESTRIAN (15 SF EACH) 28 CROSSWALK MARKING AARAILROAD CROSSING CASE "A" ACCESS RAMPS 24" RAILROAD CROSSING SYMBOL 70 SF EACH ( ) 6 MARKING OF BAKERSFIELD, CALIFORNIA �2 0 Woz 6 740 LF zoz 5 63 LF cn m v Q cn 15 VE7LCRINARY D HOSPITAL L PAP�E'R PLUS 740 LF 740 LF ti N � Q 6 524 LF - o� � PAVEMENT LEGEND 1" = 30' FULL DEPTH RECONSTRUCTION ® 0.20' COLDPLANE AND ie fI (�S i` .i'' p(, _ RESURFA CE E5 \ls �" (ROADWAY AREAS) 28 MINOR CONCRETE WORK — INS TALL CASE "A" ACCESS RAMPS nar .*-i,n t.i ti :; �g qi „ r it,,,�#�01'� (�..�' DETAIL Vf {q S4 E� „S INSTALL TRAFFIC RATED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 .a 740 LF W J O7 W 740 LF v" Zoo "' 400 5 107 LF e ��o C m�Q WCQ nn PAP�E'R PLUS 740 LF 740 LF ti N � Q 6 524 LF - o� � PAVEMENT LEGEND 1" = 30' FULL DEPTH RECONSTRUCTION ® 0.20' COLDPLANE AND ie fI (�S i` .i'' p(, _ RESURFA CE E5 NON—FEDERAL FUNDED AREA �" (ROADWAY AREAS) 28 MINOR CONCRETE WORK — INS TALL CASE "A" ACCESS RAMPS PUBLIC WORKS DEPARTMENT . -e e 706 LFr6j 185 LF 0 GENERAL NOTES 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U TIL l TY COMPANIES FINAL RESPONSIBIL I TY FOR L OCA TING U TIL I TIES IN THE FIELD IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. File Nome: T1K211-STINE RD Job No.: T1 K211 Date: 3/29/2011 Drown: Joe Catalan Design Eng: Joe Catalan Checked By 5 185 LF NEW LIFE CENTER 6J 126 LF Lr 5 126 LF 9 J` ... SCALE: 1" = 30' DETAIL 8 fy _1 r � , ie fI (�S i` .i'' p(, _ DETAIL w O3 �" DETA/L 28 4O INS TALL � nar .*-i,n t.i ti :; �g qi „ r it,,,�#�01'� (�..�' DETAIL Vf {q S4 E� „S INSTALL TRAFFIC RATED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 t, 39 O7 INSTALL PAVEMENT REHABILITATION 2011 F PACHECO ROAD TO WHITE LANE - QRpFESS/pN pEAN R q� REGISRED CL1 ENGINEER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD C1V1\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / STRIPING NOTES 1O INSTALL DETAIL 8 O2 INSTALL DETAIL 21 O3 INSTALL DETA/L 28 4O INS TALL DETAIL 31 O INSTALL DETAIL 38A OINSTALL INSTALL TRAFFIC RATED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 DETAIL 39 O7 INSTALL DETAIL 39A SE 2: STINE ROAD INSTRUCTION PLANS 0 1 SHEET NO. 6OFII 2 3 CONSTRUCTION NOTES INSTALL FIRE HYDRANT MARKERS Q ADJUST MONUMENT 0 ADJUST MANHOLE ® ADJUS T WA TER VAL VE PER C. 0. B. WATER RESOURCES W-12 Q MANHOLE TO BE ADJUSTED BY OTHERS ® GAS VALVE TO BE ADJUSTED BY OTHERS ❑7 INSTALL TRAFFIC DETECTOR LOOPS — TYPE "C" (6'X 50 ® INSTALL ADVANCE TRAFFIC DETECTOR LOOPS - TYPE "E" (6) 285' BACK OF PEDESTRIAN CROSSWALK F9 CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER 2006 CAL TRANS RSP A88A. p INSTALL TRAFFIC RATED NO. 5 PULLBOX PER 2006 CAL TRANS ES -8 SE 2: STINE ROAD INSTRUCTION PLANS 0 1 SHEET NO. 6OFII 2 3 FL STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND I I PHASE J2�-18' WDTH & PHASE 4 LOCA T/ONS VARIES VARIES SEE PLAN VARIES NORTH BOUND PHASE 2 PHASE 1 VARIES 18' 12' Min. CHANNEL/ZING DEVICE F ���� �''�.'r� +rte ��.w►s: � . � ���^��� �e I � I SEE PLANS O. , TO SCALE PHASE No. F STREET AND � OF CONSTRUCTION VARIES SO TH BOUND i 2'-14' WD TH & LOCATIONS VARIES SEE PLAN PHASE 3 18' PHASE 4 VARIES VARIES NORTH BOUND PHASE 2 PHASE 1 VARIES _ ► _ 18' 12' Min. DEVICE F SEE STREET PLANS FOR PA V/NG LIMI TS STINE R A D CONS TR UC T/ON PHASING - SEE PLANS FOR L OCA TIONSPHASENo.2 NOT TO SCALE 12' M/ MUM TRAVEL LANE EXISTING No. 1 LANE 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 0/1 BAKERSFIELD, CALIFORNIA STREET AND � OF CONSTRUCTION F -14 VARIES VARIES F SOUTH BOUND I NORTH BOUND PHASE 3 PHA SE 4 1$' VARIES i 2'-14' WIDTH & LOCATIONS VARIES PHASE 2 PHASE 1 12 Min . SEE PLAN VARIES 18' CHANNELIZING No DEVICE f -r---''--"-- --_- II r: --T- i SEE STREET PLANS FOR PAVING LIMITS STINE ROAD CONS TR UC T/ON PHASING SEE PLANS FOR LOCA TIONS NOT TO SCALE PHASE No. 3 F STREET AND � OF CONSTRUCTION VARIES VARIES F SOUTHBOUND NORTHBOUND PHA SE J PHASE4 1 8$ VARIES i �`�� �. �.������� �"' ,�•�!-'`-.-yam r- SEE SWET PLANS FOR PAWNG LIMITS S -TINE ROAD CONSTRUCTION PHASING SEE PL A NS FOR L OCA TIONS PHASE No.4 NOT TO SCALE -� �, �; a ���-.'�►� •� .�.. .�'% _��,��� -yam'"" 12' MINIMUM Tl1 • . - FOURTH 0.20 LIFT — WIDTH VARIES /[AM VGL LMlVC THIRD 0.20 LIFT — WIDTH VARIES 31,850 SECOND 0.20' ---LIFT — WIDTH VARIES 19,100 FIRST 0.20 LIFT - W/D TH VARIES STINE ROAD— SOUTH PHASE No. 2 AND 4 STAGGERED PAVEMENT STAGING FINAL PA VEMENT STAGE NOT TO SCALE File Name: T1K211—STINE ROAD Drawn: Joe Catal PUBLIC WORKS DEPARTMENT Job No.: T1K211 Engineer: Joe Catalan Date: JAN 29, 2011 Checked By WTE7 _ NOT TO SCALE PA VEMENT REHABILITA TION STINE ROAD- PACHECO ROAD TO WHITE LANE — C REGIS TE): ED PROFESS/pN q BEAN 15 � <, J CO NGINEERC 46803 rn * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93,307 OF CA��F 2004 TRAFFIC VOLUMES A T INTERSECTIONS LOCATION VOLUME STINE ROAD AT 31,850 PACHECO ROAD 19,100 STINE ROAD AT STINE ROAD— SOUTH DISTRICT BLVD 39,200 STINE ROAD AT OF DISTRICT BLVD WHITE LANE 67, 300 004 TRAFF/C VOLUME ON ST/NE ROAD LOCA TION VOLUME STINE ROAD FROM PACHECO RD 70 WHITE LN 31,850 PHASE 2 4UCTION PHASING DETAILS �11D(e 4J3 SHEE T NO. 7 OF 11 STINE ROAD ROAD DESIGN DA TA STREET Tl R -VALUE STINE ROAD— SOUTH 8.5 71 OF DISTRICT BLVD STINE ROAD— NORTH OF DISTRICT BLVD 8.5 57 PHASE 2 4UCTION PHASING DETAILS �11D(e 4J3 SHEE T NO. 7 OF 11 C STINE ROAD Q -- -- -- -- - --- -- -- -- -- -- -- Iwo$ i��>t�������■���■�amp ■�ffi����i���G•;•����i�M��1■1��������C�l�l�'..l�Cm'�l��_�� ■.. _ _i. ,:, _ ,_ _ _ _�� _� i,_ _ _ _ _ _�_�_�l�s�l l�srl�l�S�Nol���I�i r r kv, Lq ria" if "RO r i :■i�iliiiii0 N M E0.111mommmiliffil 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 CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS_ AT ALL TIMES UNLESS OTHERWISE ALLOW!'D BY THE ENGINEER. J CONTRACTOR SHALL COORDINATE WITH OTY 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 PORK. 6. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. 7. CLOSURE TO SIDE STREETS SHALL BE LIMITED TO PORK/NG HOURS ONL Y /F THERE IS ONL Y ONE ACCESS TO STINE ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER *VRKING HOURS. 8. COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES. ST/NE ROAD PHASING LEGEND bli�Fp PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION RMPHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION TAEUNEAIC AC�SSBPHASED ATALTM E1115 Q W L O OCiFESS/ON pEAN R9� Fac .REGIS ERED ENGINEERrn C 46803 * Exp. 6-30-11 CITY OF BA KER SFI EL D J� �P 9T CIVIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 12 SCALE: I " = 60' I I '171v File Nome: RK211-STINE RD Drawn: Joe Catalan PAVEMENT REHABILITATION 2011 PHA' E 2: STINE ROAD= SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK211 Design Eng: Joe Catalan PACHECO ROAD TO WHITE LA E — PHASE Date: 5/20/2011 Checked By. 8 OF 11 x 1 2 3 bd A6 BOB'5 CARPET S POFFAnH i VE7 NARY HOSPITAL ; ' I _yR►► — � ST/NE ROAD p I; H. Am riUnERRFZnREs -- -- -- METRO!iAs srAWN � . w.v. 11 ►�IMlliwri►�� _ _ i l! �4 niEnAM - ArsnNE f 1107 snNsonrs I cam gni O 4 o .-j zca STINE ROAD FINE TRAFFIC CONTROL PHASING NOTES: 1. ALL TRAFFIC STRIPING do PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIEDBY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & 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 ENONEER, 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 MERG' GREATER THAN 5 FEET TO ALIGN WITH COtVSTRUC1rON PHASING LANES 5. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK, 6. CONTRACTOR SHALL SUBMIT WRITTEN REOUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY 0 N TJM£. 7. CLOSURE TO SIDE STREETS SHALL BE Lim/TED TO *DR KING HOURS ONL Y /F THERE /S ONL Y ON£ ACCESS TO STINE 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. '3• NEWUFECEMER PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION MAINTAINEPUBLIIC ACCESS APHASED ALL TIME C� QRpFESS/ON DEAN R �� F REGIS FRED I VI ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF Civil BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION SCALE.- 1 " = 60' V' A/ Cl OF BAKERSFIELD, :File Nome.- TIK211-STINE RD Drawn: Joe Cotolon PAVEMENT REHABILITATION 2011 PHA E 2: STINE ROAD= SHEET NO. CALIFORN/A PUBLIC WORKS DEPARTMENT Job No.: TIK211 Design Eng: Joe Catalan Date: 5/20/2011 Checked By PACHECO ROAD TO WHITE LANE — PHASE 2 9 OF 11 0 1 2 3 II O • STINE ROAD D ca �E> rSnNE OMMW ME �- � � 04 01 VFW ._.... _...._ ,.YL. �. �..,._-'-......... _.._._ m........ -�..Y� .,.HVi.-,.— �� �.....i..�mmt. �. .,._JY..._., Yi-v. '.: ,..,..,.- � ....... �...�......�.,,� �. ..lY.. —.,., I"— 'S✓ CAKPEr STEPOFFMH GUTlERREZ7IRES ME7R'O �iAS � r -- -- - - -- -- ADMIN/CriN SrA7I0N w.v. WnRSH/P I DELI ST/Ns" I GFNMK i X01 o uj o .� Zt QQ Ap poll w..w �� �������������������. ►� �i�i�i`i`e`e`!`i-!`1--,��l�l�l�l���l�l�l�I�!!�IIII���III�II/Ii! II��IIII��IIIII%'**IIII_I/IIII_IIIII WMA,02 IIIIIIIIIIIIIIIII_I►IIIII_III/I_IIN WIN 1 0 IIII I, ri►ii► 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 CONTROL & DETOUR PLANS AND SHALL COMPLY WHIN 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 "MVTCD" 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 & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING NVRK, 6. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME, 7. CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HORS ONLY /F THERE IS ONL Y ONE ACCESS TO ST/NE ROAD. ACCESS TO ALL DRIVEWAYS AND STREETS WILL BE AVAILABLE FOR PUBLIC ACCESS AFTER WVRK/NG HOURS. 8. COLDPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES. Ell PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION COLPLANE AREAS SHALL BE PHASED TO MAINTAIN PUBLIC ACCESS AT ALL TIMES QROf E SS /N ID AN v� 14"2c • cl) =o 'Lim Z REGIS TE ED C/ V/ E G/NEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF FCA,\ BAKERSFIELD, CA 93301 OF CA\ -\F REVISIONS No. DA TE DESCRIP TION 1 / / ■ �...--- SCALE.• 1 " = 60' 0 4 1 File Nome: T1K211 211 RD Drawn: Joe Catalan PAVEMENT REHABILITATION 2011 PHASE 2: STINE ROAD SHEET No. Ci OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job : 0 20 Design Eng: Joe Catalan C ECO ROAD O WHITE LA E - PHASE Date: 5/20/2011 Checked By. PA H T 3 10 OF 11 0 1 2 3 PC , STINE ROAD-. -m-a- ff-, 0- r - 4 ENTERPRISE CAR RENTALS t,l i� , 00AW TILE -- -- 11 WMA - - - - - - - - - - w. . - - WN, BOB''✓CARPET STEPOFFAITH GUl1ERREZTIRFS ME111'O!sA5 r STATION � � ,, WN, i lul i Z v � C t — ------------ VE`lER/NARY HOSPITAL ,A- PAPER PLUS -- - TArSPLAZA7 -- -- - DOMINICAN --�-- WORSHIP , 5TINSON"5 I � �m I O O STINE ROAD %/i/%///%//%//////ii��.:���%//ii//%%moi/////%ii%%%moi///////i/�////�/�/// .►,��►v �'i� .� / '-•... � . i iiiii .iii . �► � � :'u:�ii iris iii: ..�,�!!' �,:��' .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 CONTROL & 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, i 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 TI?AFF/C TO 15 MPH THROUGH INTERSFCTIONS, WHICH REOUIRE 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 W arEN REOUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. 7, CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS ONLY /F THERE IS ONLY ONE ACCESS TO STINE 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 OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ti t QRpFESS/pN� pEAN REGIS TEED I VIL NGINEER C 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD �P BAKERSFIELD,1501 NCAVENUE 93301qTF Op l CA\-\FO�� REVISIONS No. DA TE DESCRIP TION 271 / / I SCALE.' 1 " = 60' PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION PLANE AREA SH��ELSLSBE PHASED TO AC CMOALINTAIN AT ALL TIMES vww\��PUBLI(� File Name: TIK211-STINE RD Drown: Joe Catalan Job No.: T1K211 Design Eng: Joe Catolon Date: 5/20/2011 Checked By.- PAVEMENT REHABILITATION 2011 PHASE 2: STINE ROAD- PACHECO ROAD TO WHITE LANE - PHASE 4 0 w ' SHEE T NO. 11 OF 11 1 2 N PC , STINE ROAD-. -m-a- ff-, 0- r - 4 ENTERPRISE CAR RENTALS t,l i� , 00AW TILE -- -- 11 WMA - - - - - - - - - - w. . - - WN, BOB''✓CARPET STEPOFFAITH GUl1ERREZTIRFS ME111'O!sA5 r STATION � � ,, WN, i lul i Z v � C t — ------------ VE`lER/NARY HOSPITAL ,A- PAPER PLUS -- - TArSPLAZA7 -- -- - DOMINICAN --�-- WORSHIP , 5TINSON"5 I � �m I O O STINE ROAD %/i/%///%//%//////ii��.:���%//ii//%%moi/////%ii%%%moi///////i/�////�/�/// .►,��►v �'i� .� / '-•... � . i iiiii .iii . �► � � :'u:�ii iris iii: ..�,�!!' �,:��' .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 CONTROL & 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, i 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 TI?AFF/C TO 15 MPH THROUGH INTERSFCTIONS, WHICH REOUIRE 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 W arEN REOUEST AND CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. 7, CLOSURE TO SIDE STREETS SHALL BE LIMITED TO WORKING HOURS ONLY /F THERE IS ONLY ONE ACCESS TO STINE 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 OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ti t QRpFESS/pN� pEAN REGIS TEED I VIL NGINEER C 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD �P BAKERSFIELD,1501 NCAVENUE 93301qTF Op l CA\-\FO�� REVISIONS No. DA TE DESCRIP TION 271 / / I SCALE.' 1 " = 60' PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION PLANE AREA SH��ELSLSBE PHASED TO AC CMOALINTAIN AT ALL TIMES vww\��PUBLI(� File Name: TIK211-STINE RD Drown: Joe Catalan Job No.: T1K211 Design Eng: Joe Catolon Date: 5/20/2011 Checked By.- PAVEMENT REHABILITATION 2011 PHASE 2: STINE ROAD- PACHECO ROAD TO WHITE LANE - PHASE 4 0 w ' SHEE T NO. 11 OF 11 1 2 N