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HomeMy WebLinkAbout6.1-1710LIST OF DRAWINGS CITY 0� 3A/< E R S D BENCHMARK DEPARTMENT OF PUBLIC WORKS PAVEMENT REHA BIL I TA TION 2012 PHASE 7 THE MONUMENT AT THE S TREE T I N TERSEC TION OF HARRIS ROAD AND ASHE ROAD SHALL BE USED AS THE BENCHMARK FOR THIS PR 0 JEC T THE BENCHMARK SHALL BE ES TA BL I SHED USING U. S G. S. DATUM NA VD 83 BASIS OF BEARING THE CENTERLINE OF HARRIS RD. SHEET i TITLE SHEET ASHE RD. TO SUMMER SPRINGS DR. SHALL SHEET 2 SECTIONS USED AS THE BASIS OF BEARING SHEET 3 STANDARDS EXIST WATER LINE 191 SHEET 4-5 CONSTRUCTION PLANS EXIST SEWER LINE W SHEET 6-7 PHASING PLANS BENCHMARK DEPARTMENT OF PUBLIC WORKS PAVEMENT REHA BIL I TA TION 2012 PHASE 7 THE MONUMENT AT THE S TREE T I N TERSEC TION OF HARRIS ROAD AND ASHE ROAD SHALL BE USED AS THE BENCHMARK FOR THIS PR 0 JEC T THE BENCHMARK SHALL BE ES TA BL I SHED USING U. S G. S. DATUM NA VD 83 BASIS OF BEARING THE CENTERLINE OF HARRIS RD. FROM ASHE RD. TO SUMMER SPRINGS DR. SHALL BE USED AS THE BASIS OF BEARING CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -72, ST -74, ST -21 STATE STANDARDS A20A, A20B, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE HARRIS ROAD FROM ASHE ROAD TO SUMMER SPR/NGS DR/VE CITY PROJECT NUMBER: T2K227 FEDERAL PROJECT NO.: STPL 5709 (980) — — — — — — EXIST. CURB & GUTTER --------------- EXIST. A.C. FLOWLINE EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES DESCRIP TION UTILITY SYMBOLS DETAIL 8 LF 4,529 DETAIL 21 EXIST WATER LINE 191 S EXIST SEWER LINE W DETAIL 38A LF 100 EXIST GAS LINE SF SD EXIST STORM DRAIN G 190 FIRE HYDRANT MARKERS EA EXIST AERIAL E EXIST UNDERGROUND OH LINES POWER LINE EXI S T UNDERGROUND T EXI S T UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 M.H.F.H. 0 MANHOLE � FIRE HYDRANT P.P. W.M. -w POWER POLE ❑ WA TER METER W V © EXISTING MONUMENT Da WATER VALVE D FU TURE M ON OMEN T G.M. ® GA S ME TER S.L. G.V. 3 S TREE T LIGHT GAS VALVE S TREE T LIGHT W/MAST ARM { BENCHMARK s C.O. ® CLEAN OUT 00- A U TO SCOPE ® PRE- EMP TION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES DESCRIP TION UNI T QTY DETAIL 8 LF 4,529 DETAIL 21 LF 191 DETAIL 37 LF 2,018 DETAIL 38A LF 100 PA VEMEN T MARKINGS SF 577 PA VEMEN T MARKINGS (YELLOW) SF 190 FIRE HYDRANT MARKERS EA 2 �v Ci U, c� a STATE OF CALIFORNIA NO TE.- THE E:THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES. LIJ ARy 11. NO TE.• TF 0R� THE CON_ TRA C TOR SHALL CONTACT THE USA L OCA TOR ll, SERVICE 1-800-642-2444, 48 HOURS PRIOR TO Q EXCA VA TION. PROJECT LENGTH QROFESS DEAN R�Lu � FSG' n C 46803 7u * Exp. 6-30-13 /X IVO- �F CA1- 0.5 MILES N ti APPROVED OV N z RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR Q APPROVAL RECOMMENDED BY: �j m I Y Z A SISTANT P BLIC WORKS DIRECTOR DATE CIVIL ENGINEER IV ENGINEERING DATE W TRAFFIC ENGINEERING DATE J PAVEMENT REHABILITATION 2012 PHASE 1. NO Job No.. T21<227 PAVEMENT File Name: Harris R d—FD R. d wg HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE 7 SHEETS O 1 2 3 QRpFESS/pN 4� OEAN q� REGI S T RED Cl VI L GI NEER C 46803 Exp.6-30-13 STREET AND OF CONSTRUCTION Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE s� '9TF CIVIL BAKERSFIELD, CA 93301 �F CAl �F FL FL REVISIONS VAR/ES VARIES No. DA TE DESCRIPTION 2 RAISE CROWN AS NEEDED 2 TO ELIMINATE HAUL—OFF ** z QMA TCH EXIST/NG 0.25' (3") TYPE "A" MA TCH EXISTING I Q�w A. C. 0 VERLA Y STRAIGHT GHT STRAIGHT _ GRADE*GRA** 0 0.25' (3") TYPE "A" f- A. C. OVERLAY 1.33' (16') CEMEN T TREA TED BASE 1.33' (16 ") CEMENT TREA TED BASE EXISTING CURB & GUTTER (TYP) EX/STING CURB &GUTTER (TYP) **.-CROSS SLOPE SHALL BE AT LEAST 27 BUT SHALL NOT EXCEED 4Z 1.33' (16') CEMEN T TREA TED BA SE �- NOTE: CON TRA C TOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 1.33' (16") CEMENT TREATED BASE AND 0.25' (3') A.C. CAP THROUGHOUT THE LIMITS OF THIS PROJECT IN ORDER TO COMPLY n 0.25' (3") TYPE "A" ASPHALT CONCRETE WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. N 0 0 TYP/CAL ROADWAY SECT/ON - HARRIS ROAD N ASHE ROAD TO SUMMER SPR/NGS DRIVE N( -A - CEMENT TREATED BASE N 2 NOT TO SCALE U 6 T 6 L L.L._ 0 STREET AND OF CONSTRUCTION FL FL VARIES VARIES L_ i 2 SE N AS RO /ELIMINATE EOFFD 2' HAUL * 0.25' (3 ") MA TCH EXIST/NG TYPE "A" MA TCH EX/ST/NG A. C. 0VERLA Y L STRAIGHT STRAIGHT Q cn a GRADE ** GRADE-**_ E 'T E U) 0.25' (3") TYPE "A" o A. C. 0 VERL A Y "- 0.42' (5 ") EMULSIFIED ASPHALT TREATED BASE 0.42' (5") EMULSIFIED ASPHALT Q EXIST/NG CURB &GUTTER (TYP) TREATED BASE i EXISTING CURB & GUTTER (TYP) **.'CROSS SLOPE SHALL BE A T LEAST 2% BUT SHALL NOT EXCEED 4% cn j 0.42' (5") EMULSIFIED ASPHALT TREATED BASE NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO A CCOMMODA TE 0.42' (5") EMULSIFIED ASPHALT TREATED BASE AND 0.25' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY N N 0.25' (3") TYPE 'A' ASPHALT CONCRETE WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. Y N N 0 TYP/CAL ROAD WAY SECT/ON - HARRIS ROAD N ASHE ROAD TO SUMMER SPR/NGS DR/VE B EMUL SIF/ED A SPHA L T TREA TED BA SE z Ll\, 2 NOT TO SCALE z C z W o 0 , 710 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Harris Rd—FDR Drawn: JOE CA TALAN PA VEMENT REHAB/LITH TION 2012 PHASE 1 SHEET NO. Job No.: T2K227 Engineer: JOE CATALAN HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — SECTIONS 2 OF 7 Date: Mar. 23, 12 Checked By 0 1 2 3 00 ESS/ON BIKE LANE WDTHS- UNLESS NOTED OTHERWISE.- � � � � ���F.O O DEAN 5 WIDE A T CURB AND GUTTER 6" (PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 38-102) TYP. 4 A T CURB ONL Y TERM/NA TE CENTERLINE OR CENTER LANE ( /•�--• REGIS FRED rl VIL ENGINEER w C 46803 WHEN HYDRANT IS WITHIN 50' OF LINES AND NEAR SIDE LANE LINES A T MID -ARC PO/NTS OF THE CURB RETURNS ' x 6-30-13 * P• CURB RETURN, PLACEMENT OF FIRE \ BEGIN DETAIL 39 AT ECR \ IDE - STREET SHAL�KBE REQUIRED. W/ PAVEMENT MARK/NGCITY / \� �� \ OF BAKERSFIELD 1507 TRUXTUN AVENUE qT CI ��� F ------- BAKERSFIELD, CA 9330 p �F� F CAS REVISIONS ,/ _ — — — — — — — No. DA TE DESCRIP TION 1 1 FIRE HYDRANTI nil 1 — Q LANE TWO �� ( TRAFFIC FLOW ~ END DETA/L 39 T Q— LANE ONE A BCR WHEN DETAIL U 39A IS NOT SHOWN ON PLAN Li o TRAFFIC FLOW - - - - - - - r o PLACEMENT OF OF FIRE HYDRANT END DETAIL 39A AT BCR -� INCLUDE DETAIL 39A ONLY WHERE \ SHOWN ON PLAN, OMIT DETAIL 39A 1 1MARKER SHALL BE LOCATED 3" WHEN NOT SHOWN ON PLAN OUTS/DE OF THE LANE ONE STRIPE TERMINA TE ALL LANE L/NES ON 200' ( A LINE CONNECTING THE MID -ARC o I I POINTS OF THE CURB RETURNS N I I Q FIRE HYDRANT TYPICAL TERMINATION OF LANES TRIPING � I`- Max MARKER L OCA TIONS A T INTERSECTION WI THO STOP BARS Sidewalk ;SUT o.C: ,- See Notes 10 and 11 SeeNOT TO SCALE NOT TO SCALE Note 7 N Front edge of sidewalk L I I 1 �000 T—,( 0000 oo X000 x oo c J'D000� VOOOC p 10% Max ,�°$o°�,gggg� 10% Max OOOOOo 000000c at curb »0000< <>�•0000� at curb »00000 C101)000- 0 �--' (1.2m) —I See standard 4.0 �� drawing SW A -6 4.0' Max. ' for frame and 4'- � \ I cover details -- Min . � ....:, :::-.:....; :.::-......�... EXIS77NG MANHOLE SHALL BE CENTERED IN THE PAD -� I 7he upper portions of incoming _ N r CASE A and outgoing sewers shall be ILI NO TES: ' L Al/ to the the �- I removed and the broken edges r — shone be plastered smooth with I cement mortar. CASE �A RAMP DETAILS ' . work shall conform applicable sections of `' "• 'Standard Class A" Cf)I ; I specifications entitled Specifications, State of ' Concrete / o • • �:: z California, Department of Transportation , approved ' I � ..•�:� .: � current edition. I I 1.67" to 2.35» r. 2. All unlined manhole joints shall 1. filled with Kent • •. seal or approved block mastic equal. Inside of manholes Cortcret; :;;; �.7.:..�, L I_ _ _ _ _ _ _ _ _ _� CEN TER TO CENTER SPACING O O O must be mortared and neatly raked or wiped on inside �� j--� of pipe. I J. Pre cast reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, TOP VIEW Note- P.C.C. slob not to be OO OO OO �J current edition. poured until paving is in place. I O O O O O 0 U) PLAN AT SURFACE 5. Concrete pad shall be cured with a white pigmented NOTES: curing compound as per section 90-701B of the standard specifications 1. All work shall conform to the applicable sections RAISED TRUNCATED DOME PATTERN (IN-LINE) � P.C.C. slob not to be poured until 6. See standard drawing SW -6 for frame, cover, and R=0.5 paving is in lose. Slab and lid p g p drop manhole details of the specifications entitled "Standard Specifications, e State of California, Department of Transportation, DETECTABLE WARNING SURFACE � (to be 0.125" to 0.25" (3mm to 6mm) 124F, h a appro�d current edition. �. below new finished paving. 2. Mortar shall consist of one part Portland Cement NOT TO SCA L E 2.0' Min. 8.0' Min. N and two parts of clean, well graded sand. 2.• 1 Mortar, T Dr Packed J. Joints shall be Oiled with mortar and neat/ cleaned 2.0' Dio. y yQt ��or wiped on inside of (0.6m) pipe. �-�, _ _ _ _ I 2:1 Mortar, Dry Pocked F9A 4. Pre cost reinforced manhole sections shat/ be 11 constructed ;n accordance with the provisions of ASTM 0-478, ry current edition. — 0.9" TOP D/A. SW -2 SW -4 N N N O 1/4" APPROXIMA TEL Y 3/4" 0 � 0.9" BASE DIA. .. ..•; , , TYPE 'A' MANHOLE TYPE 'B' MANHOLE RAISED TRUNCATED DOME G OOVING DETAIL z NO T TO SCALE NOT TO SCALE ry III w z z w I 0 D I Y � V CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome -Harris Rd FDR Drawn: JOE CATALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. Job No.: T2K227 Design Eng: JOE CATALAN HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — STANDARDS 3 OF 7 Date: Mar. 26, 12 Checked By 0 1 2 3 0 0 0 `0 o N o N z L � LL- o Z Q� v Q' � W El) -' ry E cn c - V) Q -0I co L L of N GENERAL NOTES 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPR OXIMA TF ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESP ONSIBILI TY FOR LOCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CON TRA C TDR. 2 A LL S TRIPING AND PA VEMEN T MARKINGS SHALL CONFORM TO THE S TA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. QRpFESS/pN pEAN REGIST RE Cl VI ENGINEER � C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF �lV�� BAKERSFIELD, CA 93301 OF CA -\F REVISIONS I� No. DA TE DESCRIPTION � DO 4 QW ]LEGEND CONSTRUCTION NOTES: FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. INSTALL GENERAL NOTES 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPR OXIMA TF ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESP ONSIBILI TY FOR LOCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CON TRA C TDR. 2 A LL S TRIPING AND PA VEMEN T MARKINGS SHALL CONFORM TO THE S TA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. QRpFESS/pN pEAN REGIST RE Cl VI ENGINEER � C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF �lV�� BAKERSFIELD, CA 93301 OF CA -\F REVISIONS I� No. DA TE DESCRIPTION � DO 4 QW m SCALE I " = 30' STRIPING AND MARK/NG NOTES: 1 INSTALL 7' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (WHITE PAINT) 2 INSTALL 7' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (YELLOW PA/NT) 3 INSTALL CONSTRUCTION NOTES: ['4) INSTALL El CON TRA C TOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS lfl CON TRA C TOR SHALL CONSTRUCT CASE "A" ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS RSP A 88A (SHOWN ON SHEET 3). FIMANHOLE TO BE ADJUSTED BY OTHERS �7 INSTALL m SCALE I " = 30' STRIPING AND MARK/NG NOTES: 1 INSTALL 7' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (WHITE PAINT) 2 INSTALL 7' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (YELLOW PA/NT) 3 INSTALL TYPE IV ARROW (LEFT) ['4) INSTALL "STOP" MARKING INSTALL 'AHEAD" MARKING INSTALL DETAIL 8 �7 INSTALL DETAIL 21 8 INSTALL DETAIL 31 11 9 INSTALL DETAIL 38A i0 File Nome: Harris Rd—FDR Drawn: JOE CA TALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K227 Engineer: JOE CATALAN Date: Mar. 23, 12 Checked By HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DR/VE — CONSTRUCTION PLANS 4 OF 7 0 1 2 3 SYMBOLS �1.H. ADJUST MANHOLE LID, U FRAME AND COVER. PER C.O.B. DRAWING S-7. ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. i0 File Nome: Harris Rd—FDR Drawn: JOE CA TALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K227 Engineer: JOE CATALAN Date: Mar. 23, 12 Checked By HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DR/VE — CONSTRUCTION PLANS 4 OF 7 0 1 2 3 z Q J Q Q U w 0 m 0 w 0 J n 0 I� O N N N O N r N U C) 0 L LL_ ry 0 -0' DIf V) Q L C� E D O C_ V) Q I m U) 0 _ I N N Y N N 0 N I 0 N CD z ry Li Li z CDz w 0 i Y 162 LF _ 7 462 LF GEN ERA L NOTES: 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPR OXIMA TE ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESP ONSIBILI TY FOR LOCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CON TRA C TOR. 2 ALL STRIPING AND PA VEIVEN T MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. CITY OF BAKERSFIELD, CALIFORNIA 30 SF a 209 LF 7+00 is — r cj� u� 7==,I ( BILL WILLIAMS W ELEMENTARY SCHOOL -CONSTRUCTION NOTES: 1 CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T L DCA TIONS INDICA TED ON THE ' PLANS. 2 'CON TRA C TOR SHALL . CONSTRUCT CASE "A ACCESS RAMP PER STA TE :OF CALIFORNIA STANDARD PLANS RSP A 88A (SHOWN ON SHEET 3). Fil;.MANHOLE TO BE ADJUSTED BY OTHERS ,t w File Nome: Harris Rd FDR Job, No.: T2K227 Daft: Mar. 23, 12 �O v Q� c�W m SCALE: 1" = 30' J � W V Q W QRpFESS/ONq DEAN0000 CO R REGISTERED Cl VlL ENGINEER Q C 46803 j * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 �F C REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / 1 ]LEGEND 7' WIDE FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. H ADJUST MANHOLE LID, GEN ERA L NOTES: 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPR OXIMA TE ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESP ONSIBILI TY FOR LOCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CON TRA C TOR. 2 ALL STRIPING AND PA VEIVEN T MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. CITY OF BAKERSFIELD, CALIFORNIA 30 SF a 209 LF 7+00 is — r cj� u� 7==,I ( BILL WILLIAMS W ELEMENTARY SCHOOL -CONSTRUCTION NOTES: 1 CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T L DCA TIONS INDICA TED ON THE ' PLANS. 2 'CON TRA C TOR SHALL . CONSTRUCT CASE "A ACCESS RAMP PER STA TE :OF CALIFORNIA STANDARD PLANS RSP A 88A (SHOWN ON SHEET 3). Fil;.MANHOLE TO BE ADJUSTED BY OTHERS ,t w File Nome: Harris Rd FDR Job, No.: T2K227 Daft: Mar. 23, 12 �O v Q� c�W m SCALE: 1" = 30' J � W V Q W QRpFESS/ONq DEAN0000 CO R REGISTERED Cl VlL ENGINEER Q C 46803 j * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 �F C REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / 1 INS TALL 7' WIDE STOP BAR/PEDESTRIAN H ADJUST MANHOLE LID, CROSS WALK MARKING (WHITE PA/NT) 2 INSTALL 7' WIDE STOP BAR/PEDESTRIAN FRAME .AND :COVER. .PER CROSS WALK MARKING (YELLOW PAINT) 3 INSTALL TYPE IV ARROW (LEFT) 4 INSTALL 'STOP" MARKING 5 INSTALL 'AHEAD" MARKING 6 INSTALL DETAIL 8 (DINSTALL DETAIL 21 �8 INSTALL DETAIL 37 �9 INSTALL DETAIL 38A Drawn: JOE CATALAN PAVEMENT REHABILITATION 2012 PHASE 1 Engineer: JOE CATALAN Checked By.HARRIS ROAD FROM ASHE ROAD TO SUMMER SPR/NGS DRIVE — CONSTRUCTION PLANS 0 1 SHEET NO. 5OF7 2 3 SYMBOES- H ADJUST MANHOLE LID, U FRAME :'AND 'COVER. PER C.O.B. DRAWING S-7. ADJUST MONUMENT LID, FRAME .AND :COVER. .PER C.O.B. DRAWING S-29. Drawn: JOE CATALAN PAVEMENT REHABILITATION 2012 PHASE 1 Engineer: JOE CATALAN Checked By.HARRIS ROAD FROM ASHE ROAD TO SUMMER SPR/NGS DRIVE — CONSTRUCTION PLANS 0 1 SHEET NO. 5OF7 2 3 QROFESSION I \ \ ECR ( 1 I BCR lid v J W <: REGIS RE 10 AN VlL ENGINEER C 46803 \ ` W -- W-- __ -- __ , U Exp.6-30-13 `� — — — — — — — — — — — -- — — — — — —... •-:. . • w W -- W -- CITY OF BAKERSFIELD s� � 1509 TRUXTUN AVENUE qTF 1v OFCA1-\ -------------------------------------' >-`�..--------=------------ BAKERSFIELD, CA 93309 W REVISIONS ^ ' M H. H. 1� J W No. DA TE DESCRIPTION — W m ^ inn 17fON z Q IF1 I -ttl I I I W 0 E E G = C E G HARRIS ROAD r / i LLJ O 5 ��CL \ — W W W W w w ------- w--- w ----w - W W W W -- w O � 22 25*00 � W T7 El I I I I t�f I I I I I o Q� A Jo T -Po<, m N HARRIS ROAD , -- ------ � � N ECR BCR i' SCALE. 30 ILL AL — — — — — — — — — — — — — — — — — — — w W W W J I O 3 Q^ ^ L c)2 foo 28+00 ML z ( � .H. 2 +00 �J s +00 U 00 �W co O H. ^ W Z m H J O (n W r —T T W V cn -- •. i. ` �. < -- ? N —T— N T G N T G N G N V o ,,.L—L HARRIS ROAD W ECR BCR Q��. W W - w <' �'PHASING -------------- ______- _ TRAFFIC CONTROL PHASING NOTES I. ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON LEGEND Q > THESE PLANS ARE EXISTING AND SHALL BE, MODIFIED BY THE CONTRACTOR N TO MEET CON TRA C TORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WII TH THE CONTRACTORS MAINTAINING TRAFFIC. N E 7+ 2. CONTRACTOR C TOR SHALL MAINTAIN /N ACCESS TO ALL LOCAL L S TREE TS AND DRIVEWAYS YS A T ALL TIMES UNLESS OTHERWISE WISE A LL O WED B Y THE ENGINEER. PHASE CONSTRUCTION (� o ' �a 5 CON TRA C TOR SHALL COORDINA TE W/ TH CITY OF BA KERSF/EL D TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO N z:m Q -)R! _ S TA R T OF CONS TRUC TION OPERA TIONS. "MU " PHASE 2 �, LLJ_ N G N= _ G N G — 4. CON TRA C TOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT TCD TO SL 0 W TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, CONSTRUCTION z— — — --— — — — — T — — — _ — T WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES WHARRIS ROAD ` � �... � i % 5. CON TRA C TOR SHALL SUBMIT TRAFFIC CONTROL &DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. z W E E 6. CONTRACTOR C TOR SHALL SUBMIT WRITTEN REQUEST T AND OBTAIN CITY APPROVAL TO CONSTRUCT T M R Q MORE THAN ONE PHASE AT ANY GIVEN TIME. 100 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT file Nome Harris Rd—FDR Drawn: JOE CATALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. Job No.: T2K227 Engineer., JOE CATALAN Date: Mar. 23, 12 Checked By HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — PHASE 1 6 OF 7 0 1 2 3 W \ w W — — w w - - A Al W \ J � W I I— WA Z ° 0� Li -- `.. W a -------- w w -- w-- -- -- w w -- -- �� _ —w w w -- w -- -- __ — — - w w - - - O w- w W W - II � J m A N v� A O Q 7-1 - - N NT — — — — — — — ---- T T T T N . HARRIS ROAD __ ----- ------------- ------ -- --- `" 0� O i L ECR BCR � 1 � I /fit-► (-) r 2 / H. zm Q L _T T O \ J � Q�pFESS/pN Z m Q pEAN ►♦♦♦♦.....,PHASE .CONSTRUCTION Y N I,I �`1 Q REGIS ERE C/ V/ ENGINEER C 46803 L -C) * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF Cm� BAKERSFIELD, �F CA 93301 CA��F REVISIONS JNo. DA TE DESCRIPTION O J QW((( G) w w -- -- �� _ —w w w -- w -- -- __ — — - w w - - - O w- w W W - II � J m A N v� A O Q 7-1 - - N NT — — — — — — — ---- T T T T N . HARRIS ROAD __ ----- ------------- ------ -- --- `" 0� O i L ECR BCR � 1 � I /fit-► (-) r 2 / H. zm Q L _T T O w -- w -- —- w w w -- w w W - W w - O .. r— w -- w -- w - \ J � O J Z m Q W ►♦♦♦♦.....,PHASE .CONSTRUCTION Y N w -- w -- —- w w w -- w w W - W w - O .. r— w -- w -- w - / ` :s� - — N .H. � CD -------------- j TV i TV C N 6 Lij HARRIS ROAD ' W f` z I 0 0 Y - - _ZC\ Z'110!� i�, + ®R Pli Q H. N H. sa ----__ T W C - —N - TV T TV J HARRIS ROAD ECR � Q 11 (t BCR ■ 1 5' V CITY OF BAKERSFIELD, CALIFORNIA Tl4AFF/C CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CON TRA C TORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WII TH THE CON TRA C TOR,S MAINTAINING TRAFFIC. 2. CONTRA C TOR SHALL MAINTAIN A CCESS TO ALL LOCAL STREETS AND DRI VEWA YS A T ALL TIMES UNLESS 0 THERWISE ALLOWED B Y THE ENGINEER. J. CON TRA C TOR SHALL COORDINA TE WITH CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO S TA R T OF CONS TRUC TION OPERA TIONS 4. CON TRA C TOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD " TO SLOW TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5. CON TRA C TOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CON TRA C TOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONS TRUC T MORE THAN ONE PHASE AT ANY GIVEN TIME PUBLIC WORKS DEPARTMENT File Name. Harris Rd FDR Job No.: T2K227 Date: Mar. 23, 12 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By Rq 0 SCALE I" = 30' \ J / LEGEND .■■■■■'PHASE I CONSTRUCTION ►♦♦♦♦.....,PHASE .CONSTRUCTION Y N I,I �`1 / ` :s� - — N .H. � CD -------------- j TV i TV C N 6 Lij HARRIS ROAD ' W f` z I 0 0 Y - - _ZC\ Z'110!� i�, + ®R Pli Q H. N H. sa ----__ T W C - —N - TV T TV J HARRIS ROAD ECR � Q 11 (t BCR ■ 1 5' V CITY OF BAKERSFIELD, CALIFORNIA Tl4AFF/C CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CON TRA C TORS TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WII TH THE CON TRA C TOR,S MAINTAINING TRAFFIC. 2. CONTRA C TOR SHALL MAINTAIN A CCESS TO ALL LOCAL STREETS AND DRI VEWA YS A T ALL TIMES UNLESS 0 THERWISE ALLOWED B Y THE ENGINEER. J. CON TRA C TOR SHALL COORDINA TE WITH CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO S TA R T OF CONS TRUC TION OPERA TIONS 4. CON TRA C TOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD " TO SLOW TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5. CON TRA C TOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CON TRA C TOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONS TRUC T MORE THAN ONE PHASE AT ANY GIVEN TIME PUBLIC WORKS DEPARTMENT File Name. Harris Rd FDR Job No.: T2K227 Date: Mar. 23, 12 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By Rq 0 SCALE I" = 30' PAVEMENT REHABILITATION 2012 PHASE 1 HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE -PHASE 2 0 SHEET NO. 7 OF 7 1 2 3 PHASING LEGEND .■■■■■'PHASE I CONSTRUCTION ►♦♦♦♦.....,PHASE .CONSTRUCTION 2 PAVEMENT REHABILITATION 2012 PHASE 1 HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE -PHASE 2 0 SHEET NO. 7 OF 7 1 2 3