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HomeMy WebLinkAbout6.1-1807 RevisionsLIST OF DRAWINGS SHEET i TITLE SHEET Ly SHEET 2 DETAILS &SECTIONS SHEET 3 DETAILS &SECTIONS SHEET 4 STREET- PLAN &PROFILE SHEET 5 STREET - PLAN & PROFILE BENCHMARK THE MONUMENT AT THE IN TERSEC TION OF AUBURN STREET AND OSWELL STREET ELEV= 716.18 BASIS OF BEA RING PAVEMENT REHABILITATION 2017m2018 RS TP,.,w AUBURN STREET FROM OSWELL STREET TO FAIRFAX ROAD FROM MONUMENT AT THE IN TERSEC TION OF AUBURN S TREE T AND OSWELL STREET TO THE MONUMENT AT THE I N TERSEC TION OF TARTAN PLACE AND AUBURN S TREE T THEN FROM THE MONUMENT OF TARTAN PLACE AND AUBURN S TREE T TO THE MONUMENT AT THE IN TERSEC TION OF AUBURN STREET AND FAIRFAX ROAD CITY STANDARDS ST -7, ST -17, ST -21, SW -2, SW -4, SW -6, W-12 STATE STANDARDS A88A, A20D, A208, A20A, A24A, A24C, A24E CONVENTIONAL SYMBOLS --------------- EASEMENT - - RIGH T- OF- WA Y CEN TERL INE 1111111 114- RAILROAD TRACKS x x CHAIN LINK FENCE - — EXIST CURB & CUTTER - - - EXIST A.C. FL 0 WL INE EXIST EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W EXIST WATER LINE s EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE Tv EXIS T UNDERGROUND T EXIS T UNDERGROUND TV CABLES PHONE L INE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F. H. Fol MANHOLE FIRE HYDRANT P. P I TEM -0-- POWER POLE DM WATER ME TER STRIPE (DETAIL 9, THERMOPLASTIC WHITE) W.V. LF TRAFFIC EXISTING MONUMENT � WATER VALVE 0 FUTURE MONUMENT ® G.M.GAS METER S.L. THERMOPLASTIC YELLOW) V LF 3 S TREE T LIGHT (DETAIL 38, GAS VALVE 200 S TREE T LIGHT W/MAST ARM TRAFFIC BENCHMARK C.O. CLEAN OUT ME1-- AUTO SCOPE © PRE— EMP TION DEVICE li CORROSION TEST STATION C/TY PROJECT NO: T8K210 FEDERAL PROJECT NO: STPL"5109(240) LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEM ES TIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPE (DETAIL 9, THERMOPLASTIC WHITE) 9,985 LF TRAFFIC STRIPE (DETAIL 22, THERMOPLASTIC WHITE) 413 LF TRAFFIC STRIPE (DETAIL 32, THERMOPLASTIC YELLOW) 4,852 LF TRAFFIC STRIPE (DETAIL 38, THERMOPLASTIC WHITE) 200 LF TRAFFIC STRIPE (DETAIL 39, THERMOPLASTIC WHITE) 5874 LF TRAFFIC STRIPE (DETAIL 39A, THERMOPLASTIC WHITE) 1,900 LF TRAFFIC STRIPE (DETAIL 278, THERMOPLASTIC WHITE) 250 LF TRAFFIC STRIPE (CROSSWALK, THERMOPLASTIC WHITE) 726 SF TRAFFIC STRIPE (CROSSWALK, THERMOPLASTIC YELLOW) 245 SF PAVEMENT MARKINGS (THERMOPLASTIC) 135 SF FIRE H YDRAN T MARKERS 36 EA Job No.: T81<210 File Path: S:\PROJECTS\2017-2018\RSTP\T8K210—Auburn Street\CAD Drawings File Name: 3-7-18.dwg STATE OF CALIFORNIA NO TE.- THE E:THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CLASS A NO TE.- THE E:THE 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 ;,x�RpFESSIpN� N G/y c F 2c, c� z� 7 m C 80507 yt ` Exp. 3-31-19 \'�9T C I V I OF CAL\F� 1. 1 MILES 0 1 2 3 00 I I U) d C) D Q U 4- Q I O N Y 00 d cn 00 ED N I t\ O N F- U w D O ry n ft TRAFFIC FLOW 6" (PER CALIFORNIA MUTCD 2012 FIGURE 3B-102) TYP. Is FIRE HYDRANT -..........•.. .............. ,..........••..•...... LANE TWO 4;t{ TRAFFIC FLOW LANE ONE FIRE HYDRANT MARKER L OCA TIONS PLAN AT SURFACE NOT TO SCALE Where incoming and outgoing sewers in a manhole vary in size, extend lower halves of AShelf sewers 8.0" (0.2m) beyond inside of wall and shapetransition channel between4.0' Dia. ends of lower halves of pipes. -j -/(12m) Where incoming and outgoing sewers in a manhole are of the some diameter, the top half of pipe shall only be removed between walls and the broken edges sholl be plastered smooth with cement mortar. Inlet �y PLAN AT BOTTOM P.C.C. slab not to be poured until R=0.5" paving is in place. Slab and lid (12mm) to be 0.125" to 0.25" (3mm to 6mm) below new finished paving. 2.0" Min. 8.0" Min. (50mm) (0.2m) NO TES: 2.• 1 Mortar, E � 1. All work shall conform to the applicable sections of the � Dry Packed specifications entitled "Standard Specifications, State of California, Department of Transportation' approved 2.0' W. current edition. 0.6m 2 All unlined manhole pints shall be filled with Kent seal or approved black mastic equal. Inside of manholes must be mortared and neatly raked or wiped on inside of pipe. 3. Pre cast reinforced manhole sections sholl be constructed in accordance with the provisions of ASTM C-478, current edition. 4. All sewer manholes sholl be lined with "T -Lock' or approved equal. 4.0' Dia. (12m) 5 Concrete pod shall be cured with a white pigmented curing compound as per section 90-7.018 0/ the standard specifications. Shell slope is 8.339 6. See standard drawing SW -6 for frame, cover, and drop manhole details. 7. All channels shall be smooth finished with steel trowel. Shelf shall be broom finished for slip resistance. 4.0" Min. (0.1 ) ,.,.d FILENAME: SW-2REV DATE 6/2/99 cbte DRAM JCU CHECKED 4.69' (1. Um) MANHOLE SCALE M. SHAY TYPE A" N.T.S. SHEET NO. Special APPROVED Aggregate SECTION CITY OF BAKERSFIELD SW- 2 (Calcareous) CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE.' 6' WIDE AT FLOWLINE 1 4' A T CURB ONL Y BEGIN DETAIL 39 A T ECR W/ PA YEMEN T MA ?KING BIKE LANE SYMBOL WITH PERSON AND BIKE LANE ARROW PER CAL -TRANS SID A24C & A24A D RESPEC TI VEL Y END DETAIL 39 AT BCR WHEN DETAIL 39A IS NOT SHOWN CN PLAN - - - - -- - - - - - 7 - END END DETAIL 39A AT BCR \ INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN TERMINA TE ALL LANE LINES ON PER PLANA LINE CONNECTING THE MID -ARC .09 POINTS OF THE CURB RETURNS TYPICAL TERMINA TION OF LANE STRIPING AT INTERSECTIONS WITHOUT STOP BARS NOT TO SCALE Note: PCC Slab not to be placed until P.C.C. slab not to be poured until paving poring is in place. is in place. Slab and lid to be 0.125" to 2.0' 0.6m)quare S 0.25" (3mm to 7mm) below new poving ( A.C. Paving Sowcut Edge Pick Hole 10" (25mm) Letters, (Optional) 025" (5mm) Hign r E 0.5" x 0.375" Diamond Mot, N (12mm x 9mm) 0.125" (3mm) Deep oo 6.0" (0� 15mm �o E ��. i1 v�o a A 1., A MONUMEN ° a . . Flower Building paper or Top o/ Plastic in joints Flowline B Monument �60� BKSF aJ 0.5" (12mm) Hole Expansion Joint 10" (0.25m) STANDARD 12.0' (3.7m) CROSS GUTTER Pipe Casing 12" (0.3m) Dia. 0.75" (20mm) Letters 20' (0.6m) Square 0.125" (3mm) High PLAN Concrete Pod SECTION THRU MONUMENT 12.125" (0.3m) 0.625" (16mm) adopted current edition. of maximum dry density as determined by A.5 T.M. D-1557 to a depth of 1' (0.3m) 0.06" (2mm) 10.75" (0.27) m NO TES: 0.375" (10mm) 9.875" (0.25m) 0.75" (19mm) 1 All work shatl conform to the applicable sections of the 8.0' (24m) specifications entitled "Standord Specifications, State of 1.625" 4 mm) California, Depa.,tment of Transportation" approved current edition, and the following general notes: 0.25" (6mm) 9.5" (0.24m) o 2. Castings sholl conform to the provisions of the specifications 0 for grey -iron castings, serial designation ASTM.• A48, class no. 30B 0.375" (10mm) 10.125" (0.26m) 3 AN frames and covers shall be tough, grey cast iron, free l.o' - =III_= from warps, cracks, swells, and cold sheet, and shall hove a Il ln� VII U \UI 10.875" (0.28m) workmanlike finish. SECTION A - A 4. The seats o/ frames and bearing faces of the covers shall be , 14' (4.3m) machined for o smooth, non -rocking fit between the two castings. Stomp Disk with R.C.E. APPROVED CITY OF BAKERSFIELD ST- or L.S. Number. SECTION B -B 5. Casting shell be thoroughly cleaned and dipped twice in o Concave depression for preparation of asphalt or coal for and oil applied at 300° F Cl T Y RL CORD No. Surveying purposes. to form a firm and tenacious seal. Engineer: AFN AUBURN STREET FROM OSWELL 6. Concrete shall contain no additives unless prior written approval Checked BY: is obtained from the City Engineer. 7. Concrete shall be cured with a white pigmented curing compound complying with section 90-7018 of the Standard Specifications. 8. The surface shall be finished to grade, troweled smooth, and given a light broom finish. 2.0" (50mm) 9. All concrete used shall be Class A" 0.125" (3mm) 10 The name of the manufacturing company shall be on the underside of the cover. Disk and Stem to be ii. Pipe casing shall be 10" (0.25m) LD. steel, A.B.S, or as Disk shall be Leitz cast together of Bronze directed by the City Engineer. No. 8134-13 or opproved equal FILENAME: ST-21REV 0.438" x 2.0" Shank w J DATE 6/2/99 STANDARD DRAWN (ilmm x 50mm) JCU CHECKED M. SHAV SURVEY SCALE MONUMENT N.T.S. APPROVED SHEET NO. 0.438"D (ilmm) CITY OF BAKERSFIELD ST- 21 CALIFORNIA DOME HEAD DISK DETAIL CITY ENGINEER PUBLIC WORKS DEPARTMENT File Name: 4-19-18 Job No.: T8K210 PUBLIC WORKS DEPARTMENT Date: Apr. 20, 18 Flowline Elevation at this point shal not be below elevation at other end of this return V7r. Expansion Joint far. Street R/W Variable Expon ion Prope.,ty Joint Line Flowline a .R A of Gutter A a•° .44 F10w Flowline A Expansion Joint Curb of Gutter Crossgutter Grade = 0.69 Min. Expansion Joint STANDARD 6.0' (1.8m) CROSS GUTTER ' Standord Curb Return Radius See note directions above is to be 20' (6.0m) unless otherwise opproved by City Engineer. QRpF E SS / kq SINGE/ Q c�F 4EGI S TERED Cl VI L ENGINEER CY- C 80507 * Exp. 3-31-19 CITY OF BAKERSFIELD E `��qAF C/VIL 1501 TRUXTUN A OF CA�\F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 423/18' ADDENDUM 1 �2� do14� Expansion Joint far. Street R/W Variable Expan ion Property �- Joint •�o� Line +� Flowline ��. i1 v�o a .. ol. Gutter a Ohl, A ° a . . Flower Flowline B Expansion Joint Curb of Gutter Crossgutter Grade = 0.69 Min. Expansion Joint STANDARD 12.0' (3.7m) CROSS GUTTER 959 compaction 1.0' (0.3m) deep 20" (50mm) NOTES: i. All work shall conform to the applicable 5 All Crossgutter locations and sizes ore to be by the City Engineer. sections of the specifications entitled approved "Standard Specifications, State of Coli%rnio, Department of Transportation ; 6. Bearing soil shall be compacted to 959 -_` -_ -_ - 1.0' 1.0 - �- adopted current edition. of maximum dry density as determined by A.5 T.M. D-1557 to a depth of 1' (0.3m) (0.3m) (0.3m) 3.0' (0.9m) 3.0' (0.9m) 2 Concrete for cross gutter shall be Class below crossgutter and 1.0' (03m) to each A" and shall conform to the requirements side of the crossgutter. 8.0' (24m) of the Standard Specifications. 7. Concrete shall contain no additives unless SECTION A -A 3. Expansion joints shall be constructed prior approval is obtoired from City Engineer. every 30' (9.0m) or as directed by the City En 8. Concrete shall be cured with a white Engineer. DETAIL SHEET 959 compaction pigmented curing compound complying to D 1.0' (0.3m) deepsection 3.0" (75mm) 4. Concrete shall be class '4" and slump 90-7018 of the std. specifications. shall be within 25" (65mm) t0 4.5" (0 11m) FILENAME: ST-7REV - - 1.0 DATE 6/2/99 STANDARD DRAWN JCU l.o' - =III_= RESIDENTIAL CHECKED M. SHAW Il ln� VII U \UI (0.3m)(0.3m) -6. CROSS SCALE 0' (1.8m) 6.0'(1.8m) N.T.S. GUTTERS , 14' (4.3m) SHEET N0. APPROVED CITY OF BAKERSFIELD ST- SCALE. 1 = 40 ( - l SECTION B -B CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT Cl T Y RL CORD No. Drawn: AFN PAVEMENT REHABILITATION 2017-2018 RS TP: Engineer: AFN AUBURN STREET FROM OSWELL STREET TO FAIRFAX ROA Checked BY: O 1 S:=IEE T N0. 2 OF 5 2 3 z w J W_ Z a 0 Q m 0 w 0 n m 00 0 co 0 N 0 N Q Q LL co I T / C L 0 0 Q U / L cn Q _0 N Y co co co 0 N I 0 N 0 U W D 0 o' m OF S TREE T AND E OF CONSTRUCTION F GRIND .2' OF EXISTING HMA CONTRACTOR TO GRIND (COLDPLANE TOP 0.20' OF EXISTING HMA) AND PA VE BACK 0.20' HMA TO MA TCH EXISTING ELEVA TIONS F 34' — 37' 34'— 42' 2' 2' 32' — 35' 32'— 40' SEE PLA N STRAIGHT GRADE* SLOPE STRAIGHT GRADE* SLOPE, 4% MAX 29 MlN SLOPE 4� 2% MIN MAX SLOPE - --T-I _ .. F" I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + `� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2' EX. PA YEMEN T SURFACE 0.2' TYPE "A " HMA — EX. TYPE "A" HMA EX. BASE MA TERI A L - EX. LIP OF GUTTER — PA YEMEN T REHA BIL I TA TION ON A UBURN S TREE T STA 10+38 TO STA 15+00 N. TS. q OF S TREE T AND E OF CONSTRUCTION F F 34'-37' 34'— 42' 2' —32'— 35' 32'— 40 SEE PLAN STRAIGHT COLDPLANE STRAIGHT � MAX* SLOPE 29' MlN SLOPE, GRADE* (5') MIN SLOP � � MAX SLOPE + + + + + + + + + IT _ + + t t++t ++ + + + + + t t t t + + + + t t+ + ++ ++ + + + t t + + #) ++++++t +++ + + t + + + + + + + + + + + + t t + + t + + + + t + + + + t t + + + + + + + + + L + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + t + + + + + + + t + + + t + + + + + + + + + + + + + + + + + + + + r 0.2' NEW PA YEMEN T SURFACE EX. PA YEMEN T SURFACE EX. TYPE "A" HMA EX. BASE MA TERI A L EX. LIP OF GUTTER — PA VEMEN T REHABILI TA TION ON AUBURN S TREE T STA 13+00 TO STA 68+67 N. T S. P. N bid— 0 -� G -=G AUBURNAND OSWELL STREET i 15 E � 1 12 T A/. T. S. QRpFESS/O,q SINGy CO z� REGISTERED CIVIL ENGINEER I C 80507 yt Exp. 3-31-1 CITY OF BAKERSFIELD 1509 TRU.XTUN AVENUE qTF OAl F cg'�F BAKERSFIELD, CA. 93301 REVISIONS No. DA TE DESCPIP TION ,17 4123118 ADDENDUM 1 AUBURN AND fAIRFAX ROAD LOOP LAYOUT N. TS. N. T S. L�JU SCALE: 1 "= 40' TRANSITION SLOPE 14+00 13+ oo 0 TYPE E ADVANCE DETAIL SHEET LOOP DETECTOR 10+38 0' 10' (THRU LANES) NOTE= THRUE j.ANE � �E 0' 10' 1oCONTRACTOR CON TRA C TOR SHALL BE RESPONSIBLE FOR PULLING THE DL C's lF LEFT TURN CAN'T MEET THE LOOP ASSIGNMENT SHOWN. CONTRACTOR TO TRANSITION OVER 100' FEET FROM GRIND/0VERLAY AREA TO 0.20' OVERLAY AREA LOOP DETECTORSTOP BAR CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL DLC'S N. TS. 285' BEHIND AND DETECTOR CARDS, AND REPLACEMENT OF CONDUITS, IF THE STOP BAR NEEDED TO MEET THE LOOP A SSI GNMEN T SHOWN. CITY RECORD No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT file Name: 4-19-18 Drown: AFN PA VEMENT REHABIL ITA TION 2017-2018 RS TP: SHEE T NO. Job No.: T8K210 Engineer: AFN Dote: Apr. 20, 18 lChecked By.- k 1 AUBURN STREET FROM OSWELL STREET TO FAIRFAX ROAD 3 OF 5 O 1 2 z w V) J W_ Z Q a m 0 w O n 00 O 00 0 N C N L Q Q V co 0 0 Q Q I O N `S co 00 6 N 0 N cn F- U w D O m m m GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 1 LEGEND: 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED 'X' WITHIN THE PROJECT LIMITS. 8. CONTRACTOR SHALL PERFORM ALL WORK WITHIN EXISTING CITY RIGHT OF WAY AND SHALL NOT ENCROACH ON PRIVATE PROPERTY. 9. CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHERS DURING CONSTRUCTION OPERATIONS, SUCH AS UTILITY COMPANIES. CONSTRUCTION NOTES: El CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. El CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY WITH BUY AMERICA REQUIREMENTS. 0 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPLY WITH BUY .AMERICA REQUIREMENTS. D SAWCUT AND REPLACE 1' OF AC FOR ACCESS RAMP TIE IN. El MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. OS WELL STREET MA YWOOD DRIVE L 0 CH FERN COURT CA TALINA DRIVE AUBURN COURT LA COSTA STREET ED WATER VALVE TO BE ADJUSTED 13 PROTECT KCWA PULLBOX/JUNCTION BOX IN TO GRADE BY "OTHER". PLACE. a CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN 14 NOT USED ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A. CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 15 SAWCUT AND REPLACE 1' OF AC FOR CONCRETE STANDARD PLANS 2010 RSP A88A. CROSS GUTTER TIE—IN. 0 CONTRACTOR SHALL ADJUST ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. 16 NOT USED 10 ADVANCED DETECTOR LOOPS SHALL BE PLACED 285 FEET FROM LIMIT LINE OF INTERSECTION. 11 CONTRACTOR SHALL INSTALL 6' WIDE CONCRETE CROSS GUTTER PER COB STD PLAN ST -9. 12 ADJUST TRAFFIC PULLBOX TO GRADE. HIGHLAND COURT A UB URN c -'S' TR E E T - 17 GAS VALVE TO BE ADJUSTED BY OTHERS. 18 CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A. 29 -f -0o Li 3000 Li .31 -Too - __ . - � �;; 2 I228 LF ,� O UC �4 :106 L F //y�H LOCH NESS COURT EISSLER STREET LOCH FERN COURT LA COSTA COURT KIL CARE Y COURT EI SSLER CO UR T SYMBOLS: 0.2 TYPE "A" H.M.A. COLDPLANE 0.20 COLDPLANE/OVERLAY ® ADJUST MONUMENT FRAME AND COVER 0.20' EADJUST MANHOLE FRAME AND COVER MINOR CONCRETE CONSTRUCTION W.V. WATER VALVE TO BE ADJUSTED BY OTHERS CURBS &GUTTERS, ACCESSgoo o. o TRUNCATED DOMES i RAMPS, SIDEWALK, CROSS GUTTERS e e e a e e e e e o.D4� GAS VALVE TO BE ADJUSTED BY OTHERS STRIPING AND MARKING NOTES: XX STRIPING DETAIL PER CALTRANS STANDARDO NOT USED PLANS 2010. NOTE STRIPING DETAIL IS DENOTED BY THE TYPE OF STRIPE. 0 O J INSTALL TYPE IV ARROW (L). 15SF OINSTALL 1' WIDE BAR/ /PEDESTRIAN CROSSWALK MARKING (THERMO, WHITE) O INSTALL BIKE LANE SYMBOL 14 SF OINSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING (THERMO, YELLOW) LTJ �J SCALE: I"=40' PAVEMENT CONS TRUC T/ON PLAN PAVEMENT REHABIL I TA TION 2017-2018 RS TP: AUBURN STREET FROM OSWELL STREET TO FAIRFAX ROAD 7) CO I c D Q L N N Q I _O N Y 00 d / 00 0 N I 0 N / Cn U Li O ry m / GENERAL NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED 'X' WITHIN THE PROJECT LIMITS. 8, CONTRACTOR SHALL PERFORM ALL WORK WITHIN EXISTING CITY RIGHT OF WAY AND SHALL NOT ENCROACH ON PRIVATE PROPERTY. 9. CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHERS DURING CONSTRUCTION OPERATIONS, SUCH AS UTILITY COMPANIES. A UB/Vi it i � i l _ / / NMI, 311 ... .._...,w 'J 273 LF „ U r X 14 39 755 Lf_ 9 100 LF i 4 CONSTRUCTION NOTES: 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. 2� CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY WITH BUY AMERICA REQUIREMENTS E3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPLY WITH BUY AMERICA REQUIREMENTS. 0 SAWCU- AND REPLACE 1' OF AC FOR ACCESS RAMP TIE IN. ❑5 MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. U WATER VALVE TO BE ADJUSTED 13 PROTECT KCWA PULLBOX/JUNCTION BOX IN PLA CE TO GRADE BY "OTHER". T� I Q I5pm PLACE. ❑7 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 14 NOT USED STANDARD PLANS 2010 RSP A88A. a8 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 15 SAWCUT AND REP -ACE 1' OF AC FOR CONCRETE STANDARD PLANS 2010 RSP A88A. CROSS GUTTER TIE-IN. 9D CONTRACTOR SHALL ADJUST ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. 16 NOT USED 10 ADVANCED DETECTOR LOOPS SHALL BE PLACED 17 GAS VALVE TO BE ADJUSTED BY OTHERS. 285 FEET FROM LIMIT LINE OF INTERSECTION. 11 CONTRACTOR SHALL INSTALL 6' WIDE CONCRETE 18 CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN CROSS GUTTER PER COB STD PLAN ST -9. ACCESS RAMP PES STATE OF CALIFORNIA 12 ADJUST TRAFFIC PULLBOX TO STANDARD PLANS 2010 RSP A88A. GRADE. QROFESS1pN S i N cti � z � � RE I S TERED Cl VIL EN '/NEER C80507rn * Exp. 3-3 -19 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C1V�\_ BAKERSFIELD, CA 93301 OF CA0 REVISIONS No. DA TE DESCRIPTION 4,23/18 ADDENDUM 1 2? PIPED WA Y FA WNDALE COURT PARKFIELD COURT Li574-0/0Uw _ 35 LF YA 00 1 IB NMI 0 0, 11111111111plil SIERRA GLEN CO UR T S WEE T TRAIL COURT TAR TAN PLA CE 39 107 LF 0 SF? - AUB URNS T� I Q I5pm \ 9 100 LF .. (e 10 LF sii� M .1 ems, � r � �==21 n i Ai _T_ i -w-h -w- Y ---Ift -m T 11-14 P -,M --v _ r r FAIRFAX ROAD LEGEND: SYMBOLS: STRIPING AND MARKING NOTES: 0.2' TYPE "A" H.M.A. COLDPLANE 0.20' COLDPLANE/OVERLAY ® ADJUST MONUMENT FRAME AND COVERO STRIPING DETAIL PER CALTRANS STANDARD O NOT USED 0.20' PLANS 2010. NOTE STRIPING DETAIL IS DENOTED ADJUST MANHOLE FRAME AND COVER BY THE TYPE OF S'-RIPE. 1 INSTALL 1' WIDE BAR/PEDESTRIAN O INSTALL TYPE IV ARROW (L). 15SF MINOR CONCRETE CONSTRUCTIONW.V. WATER VALVE TO BE ADJUSTED BY OTHERS CROSSWALK MARKING (THERMO, WHITE) CURBS & GUTTERS, ACCESS TRUNCATED DOMES O5 INSTALL BIKE LANE SYMBOL 14 SF GN. O INSTALL 1 WIDE STOP BAR/PEDESTRIAN o RAMPS, SIDEWALK, CROSS GUTTERS � GAS VALVE TO BE ACJUSTED BY OTHERS 2 CROSSWALK MARKIN37 (THERMO, YELLOW) File Name. 4-19-18 Dro wn: AFN CITY OF BAKERSFJELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K210 Engineer: AFN Date: Apr. 20, 18 Checked By. NJ BUJ SCALE: I"=40' PA VEMENT CONSTRUCT 10N PLAN .......... Cl i )' RECLRD No. PAVEMENT REHABIL I TA TION 2017-2018 RS TP: AUBURN STREET FROM OSWELL STREET TO FAIRFAX ROAD SHEE T NO. 5 CF 5 2 W