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HomeMy WebLinkAbout6.1-1737LIST OF DRA WINGS SHEE T 7 Tl TL E SHEET SHEET 2 DETAILS SHEE T 3 S TREE T I MPR 0 VEMEN TS SHEET 4 STRIPING LAYOUT BENCHMARK TOP OF BRASS CAP IN 6" CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE OF HOSKING AVENUE AND TREELIKE AVENUE PER TRACT MAP NO. 5001- UNIT 2 EL E VE- 350.78 U. S. G. S. (Cl TY DA TUM) BA SIS OF BEARING THE CENTERLINE OF MONITOR STREET FROM HOSKING AVENUE: BEARING N 00' 35' 35" E CITY STANDARDS S-72, S-13 STATE STANDARDS (MAY 2006) A20A, A208, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS x CHAIN LINK FENCE CITY OF BA � ERSFIELD 7.1 MIND STREET IMPROVEMENTS A T THE IN TERSEC TION OF HOSKING AVENUE AND MON/TOR STREET — — — EXIST CURB & CUTTER --------------- EXIST A.C. FLOWLINE EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN IS UTILITY SYMBOLS LOCATION MAP NOT TO SCALE E S TIMA TED QUANTITIES EXIST WA TER LINE AMOU s EXIST SEWER LINE +0p , w _ 3 \L,,r EXIST GAS LINE TON SD EXIST STORM DRAIN TON G 3,V 350 EXIST AERIAL STRIPING REMOVAL E EXIST UNDERGROUND PA VEMEN T MARKINGS OH s LINES v . LF POWER LINE 7,407 EXIST UNDERGROUND REFRESH STRIPING T EXIST UNDERGROUND CURB AND GUTTER TV 1 . TV CABLES Ej L JJ J_ SF PHONE LINE 7,36 EXIST OIL LINE CATCH BASIN FO EXIST FIBER OPTIC LINE ,18" R. C.P. 0 M. H. SA WCU T F. H. LF : i • MANHOLE FIRE H YDRAN T P.P.W.M. 3-( 49 t I" PO WER POLE WA TER METER 13 W.V. L 0 CA TION f'�;, EXISTING MONUMENT N WA TER VA L VE Fe FU TUBE M ON UMEN T El GA S ME TER S. L. G. V. : r _ S TREE T LIGHT Da GAS VALVE STREET LIGHT W/MAST ARM BENCHMARK C.O. CLEAN OUT E�- AUTO SCOPE © PRE- EMP TION DEVICE LOCATION MAP NOT TO SCALE E S TIMA TED QUANTITIES I TEM AMOU W_ iJ +0p , C Y _ 3 \L,,r �,�... TON AGG. BASE 415o oq .. : ." TON EXPORT 3,V 350 • W.. STRIPING REMOVAL 1,401( SF PA VEMEN T MARKINGS 705 s DETAIL 9 v . LF ........_> 7,407 ` 3 i kl REFRESH STRIPING 200 LF CURB AND GUTTER 94 1 . SIDEWALK Ej L JJ J_ SF ACCESS RAMP 7,36 qt j T _ ,f J CATCH BASIN 7 EA ,18" R. C.P. 26 LF SA WCU T 522 LF : i 3-( 49 t I" L" JC 13 L 0 CA TION x y T q� s ' : r _ ±, 7 TAFT HICH WAY._ r j LOCATION MAP NOT TO SCALE E S TIMA TED QUANTITIES I TEM AMOU UNI IS EXCA VA TION +0p , C Y TYPE 'A' A. C. /0 L2 TON AGG. BASE 415o oq 31 TON EXPORT 3,V 350 Cy STRIPING REMOVAL 1,401( SF PA VEMEN T MARKINGS 705 SF DETAIL 9 200 LF DETAIL 40 7,407 LF REFRESH STRIPING 200 LF CURB AND GUTTER 94 LF SIDEWALK 150 SF ACCESS RAMP 7,36 SF CATCH BASIN 7 EA ,18" R. C.P. 26 LF SA WCU T 522 LF Job No.: T81<1 25 File Path: K:\LDD—ENGINEERING\T8Kl25—Hosking—Monitor\dwg File Name: t8kl25-2004.dwg STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CIA SS 4 OR C- >0 NO TE: THE CONTRACTOR SHALL CONTACT THE USA L OCA TOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. THESE PLAINS ARE TO BE CONSFT?UCTL-D IN COORDINATION WITH THE CONTRACT PLANS ANC SPECIFICATIONS OF "TRAFFIC SIGNAL AND LIGHTING SYSTEW INSTALLATION AT THE INTERSECTION OF HOSKING AVE AND MONI TO:R ST" (APPROVED 10122108; COB PROJECT T8K i 25). QRoFESS/pNV DEAN R QD C 46803 ;;u * Exp. 6-30-09 cm V I OF CAS\ 0 1 2 3 w 0 z 0 M 0 w 0 J 0 0 0 0 0 0 Q 0 0 N d7 N 0 Q a� c a� 0 0 N N 0 0 I 0 z N V 00 / z w w z c� z w 0 U 1 2 3 NEW ROADWAY STREET CONSTRUCT CURB AND GUTTER AND Q�OFESS /ON,q\ SECTION SEE PLAN FOR ACCESS RAMP PER PLANS AND CITY OE AN LIMITS STDS SEE PLANS FOR LIMITS k 0.45 0 Z�, 2 Top REGISTERED CIVIL ENGINEER � C 46803 ` � W � To Dia � Q �''� � � W CROSS SLOPE— CONSTRUCT SIDEWALK PER COB STD S-3 � 1.67" to 2.35" OO oO OO 0.9 � Center to EX 6-30-09 � � MATCH EX EDGE OF "COMBINATION TYPE SIDEWALK" AND ACCESS Base P ROADWAY TO LIP OF centerspacing W� GUTTER RAMP PER CAL TRANS ASSA STD AND THESE O OoO OO CITY OF BAKERSFIELD C/V1L PLANS SEE PLANS FOR LOCATIONS OO OO OO 1501 TRUXTUN AVENUE q�F OF ��F��/ 2' MIN. R/W RAISED TRUNCATED DOME BAKERSFIELD, CA 93301 CA EX CROSS SLOPE RAISED TRUNCA TED DOME PATTERN (LN—LINE REVISIONS 4:1 MAX No. DATE DESCRIPTION EX/ST/NG ROADWAY Approximately 3/4" DETECTABLE WARN/NG SURFACE EX. FIN SURFACE 1/4„ � See Note 6 • I I =1I -1 i=11— =! I =(I 1: ...:_: ....... I �..=...1..=..._j 1..—�—............—I--1 GROOVING DETAIL GR/ND TO A DEP TH OF I_ 0.20' AND REPLACE WITH ASPHALTIC BINDER AND 0.20' THICK A. C. 0.45' TYPE 'A' ASPHALT CONCRETE OVER 1.05' AGG. BASE OVER MISC RAMP ACCESS D 1.00' COMPACTED SOIL TO 95" REL. DENSITY ,4 STREET PAV/lVG SHCT/OlV NOT To SCALE • � ACCESS RAMP NOTES: REMOVE 7' SIDEWALK AT NEAREST Gtter CL 7. THE SIDES OF THE RAMP SHALL HAVE A JOINT REPLACE SIDEWALK 1 „ O CURB RETURN DATA rf,u o w l i n e Top of ramp 4'-0" Min MINIMUM WIDTH OF 5'-0". R= 30.00' Rounded a= 9 0 °07'34 " 2 SIDE SLOPE OF RAMP FLARES VARY UNIFORMIL Y TRAFFIC SIGNAL L=47.19' FROM A MAXIMUM OF 70% AT CURB TO CONFORM BY OTHERS T=30.07' WITH LONGITUDINAL SIDEWALK SLOPE ADAJECT TO � 2 � Max �— TOP OF THE RAMP. 8.33 Max CONSTRUCT TYPE 'A' CATCH 3. THE CURB RAMP SHALL BE OUT WITH A �`- ; --- BASIN IN GRADE SAG PER COB MATCH GRADE A T R/W STD S-12 72" WIDE GROOVED BORDER APPROXIMA TEL Y 3/4" 0� ON CEN TER. CONSTRUCT GUTTER DEPRESSION �t,\OG TYPE"A" IN GRADE PER Coe STD 4. TRANSITION FROM RAMP AND LANDING TO S-14 ACCESS RAMP SECT/ON WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND � � �X 350.38 roc 4 ..............:............. .. __ ------..__...� _ .._----------- _......_---- � .._� FREE OF ABRUPT CHANGES. n ' �, _ _� ...... � � .......... 349.88 FL'• ,._.% m '�, '- �� !• ,,` '��' ', � �-; STA f 68.59 � .._............_, ,. 5 MAXIMUM SLOPES OF ADJOINING GUTTERS, (',; 0• � ;; I ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSABLE ROUTE SHALL NOT EXCEED 5Z WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. ED OF EX PAVING ! _ N 6. CURB RAMPS SHALL HA VE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH W � PAVING SECTION � 36" DEPTH AT THE RAMP. DETECTABLE WARNING ^ COB R/w SURFACES SHALL CONFORM TO THE DETAILS ON THIS SAWGUT LINE iF CONSTRUCT 30 LF- CL IV � STANDARD GUTTER (2"—LIP TO FL) � — PLANAND REQUIREMENTS OF THE SPECIAL ^ I R. C. P. BCR ' SEE ACCESS RAII�iP � X �� �� PROVISIONS. O TES 2 BEGIN GUTTER TRANSITION . , . CJ RAISE MANHOLE AND [ � 7. THE EDGE OF THE DETECTABLE WARNING j C) / '' (�/''��• �• � CONSTRUCT PAD TO FINISH I ... ,�" ........... �y ....... _..-��OADWAY SURFACE BE BETWEEN SURFACE NEAREST THE SHALL MODIFIED GUTTER (CIO ST 1 " LIP TO FL) 6" AND 8" FROM THE GUTTER FLOWLINE. EX. WATER VALVE ' (GREENFIELD 8. SIDEWALK AND RAMP THICKNESS SHALL BE A I WA TER SERVICE) M�TCH EXISTING SLOPE � MINIMUM OF 3 7/2 ". B Y o rHERs 9. UTILITY PULL BOXES, MANHOLES, VA UL TS, AND f aaaaaaaoa a°aaaao°a°a ALL OTHER FA ClLI TIES WITHIN THE BOUNDARIES OF as THE CURB RAMP WILL BE ADJUSTED TO GRADE IN `34 � LID EXISTING SLOPE PLACE CONSTRUCTION JOINT ALONG CONJUNCTION WITH THE CURB RAMP CONSTRUCTION. MOIV STA GROOVE (2 LOCATIONS). -�-- 35...._ ... �..�..._.._....�...,. TA 1-68.66 2 20 N19.25' LT �� N 27 T.1. = 8.5 � RVALUE =28 � T _.... _ TYPICAL ACCESS RAMP RETURN ACCESS RAMPS TO BE CONSTRUCTED AT TWO LOCATIONS— NORTHEAST CORNER AND THE SOUTHEAST CORNER NOR THEA T IN TE S T/N DE ora/L SCALE. I"--10' File Name.• TSk125-2004 Drawn: JAFLORES STREET IMPROVEMENTS AT THE INTERSECTION OF fCENC VE AND ON1T®R ST. SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K125 Engineer: JAF Date: Apr. 29, 09 Checked By.' ��" DETAILS 2 OF 4 w 0 z 0 M 0 w 0 J 0 0 0 0 0 0 Q 0 0 N d7 N 0 Q a� c a� 0 0 N N 0 0 I 0 z N V 00 / z w w z c� z w 0 U 1 2 3 NEW ROADWAY STREET CONSTRUCT CURB AND GUTTER AND Q�OFESS /ON,q\ SECTION SEE PLAN FOR ACCESS RAMP PER PLANS AND CITY OE AN LIMITS STDS SEE PLANS FOR LIMITS k 0.45 0 Z�, 2 Top REGISTERED CIVIL ENGINEER � C 46803 ` � W � To Dia � Q �''� � � W CROSS SLOPE— CONSTRUCT SIDEWALK PER COB STD S-3 � 1.67" to 2.35" OO oO OO 0.9 � Center to EX 6-30-09 � � MATCH EX EDGE OF "COMBINATION TYPE SIDEWALK" AND ACCESS Base P ROADWAY TO LIP OF centerspacing W� GUTTER RAMP PER CAL TRANS ASSA STD AND THESE O OoO OO CITY OF BAKERSFIELD C/V1L PLANS SEE PLANS FOR LOCATIONS OO OO OO 1501 TRUXTUN AVENUE q�F OF ��F��/ 2' MIN. R/W RAISED TRUNCATED DOME BAKERSFIELD, CA 93301 CA EX CROSS SLOPE RAISED TRUNCA TED DOME PATTERN (LN—LINE REVISIONS 4:1 MAX No. DATE DESCRIPTION EX/ST/NG ROADWAY Approximately 3/4" DETECTABLE WARN/NG SURFACE EX. FIN SURFACE 1/4„ � See Note 6 • I I =1I -1 i=11— =! I =(I 1: ...:_: ....... I �..=...1..=..._j 1..—�—............—I--1 GROOVING DETAIL GR/ND TO A DEP TH OF I_ 0.20' AND REPLACE WITH ASPHALTIC BINDER AND 0.20' THICK A. C. 0.45' TYPE 'A' ASPHALT CONCRETE OVER 1.05' AGG. BASE OVER MISC RAMP ACCESS D 1.00' COMPACTED SOIL TO 95" REL. DENSITY ,4 STREET PAV/lVG SHCT/OlV NOT To SCALE • � ACCESS RAMP NOTES: REMOVE 7' SIDEWALK AT NEAREST Gtter CL 7. THE SIDES OF THE RAMP SHALL HAVE A JOINT REPLACE SIDEWALK 1 „ O CURB RETURN DATA rf,u o w l i n e Top of ramp 4'-0" Min MINIMUM WIDTH OF 5'-0". R= 30.00' Rounded a= 9 0 °07'34 " 2 SIDE SLOPE OF RAMP FLARES VARY UNIFORMIL Y TRAFFIC SIGNAL L=47.19' FROM A MAXIMUM OF 70% AT CURB TO CONFORM BY OTHERS T=30.07' WITH LONGITUDINAL SIDEWALK SLOPE ADAJECT TO � 2 � Max �— TOP OF THE RAMP. 8.33 Max CONSTRUCT TYPE 'A' CATCH 3. THE CURB RAMP SHALL BE OUT WITH A �`- ; --- BASIN IN GRADE SAG PER COB MATCH GRADE A T R/W STD S-12 72" WIDE GROOVED BORDER APPROXIMA TEL Y 3/4" 0� ON CEN TER. CONSTRUCT GUTTER DEPRESSION �t,\OG TYPE"A" IN GRADE PER Coe STD 4. TRANSITION FROM RAMP AND LANDING TO S-14 ACCESS RAMP SECT/ON WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND � � �X 350.38 roc 4 ..............:............. .. __ ------..__...� _ .._----------- _......_---- � .._� FREE OF ABRUPT CHANGES. n ' �, _ _� ...... � � .......... 349.88 FL'• ,._.% m '�, '- �� !• ,,` '��' ', � �-; STA f 68.59 � .._............_, ,. 5 MAXIMUM SLOPES OF ADJOINING GUTTERS, (',; 0• � ;; I ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSABLE ROUTE SHALL NOT EXCEED 5Z WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. ED OF EX PAVING ! _ N 6. CURB RAMPS SHALL HA VE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH W � PAVING SECTION � 36" DEPTH AT THE RAMP. DETECTABLE WARNING ^ COB R/w SURFACES SHALL CONFORM TO THE DETAILS ON THIS SAWGUT LINE iF CONSTRUCT 30 LF- CL IV � STANDARD GUTTER (2"—LIP TO FL) � — PLANAND REQUIREMENTS OF THE SPECIAL ^ I R. C. P. BCR ' SEE ACCESS RAII�iP � X �� �� PROVISIONS. O TES 2 BEGIN GUTTER TRANSITION . , . CJ RAISE MANHOLE AND [ � 7. THE EDGE OF THE DETECTABLE WARNING j C) / '' (�/''��• �• � CONSTRUCT PAD TO FINISH I ... ,�" ........... �y ....... _..-��OADWAY SURFACE BE BETWEEN SURFACE NEAREST THE SHALL MODIFIED GUTTER (CIO ST 1 " LIP TO FL) 6" AND 8" FROM THE GUTTER FLOWLINE. EX. WATER VALVE ' (GREENFIELD 8. SIDEWALK AND RAMP THICKNESS SHALL BE A I WA TER SERVICE) M�TCH EXISTING SLOPE � MINIMUM OF 3 7/2 ". B Y o rHERs 9. UTILITY PULL BOXES, MANHOLES, VA UL TS, AND f aaaaaaaoa a°aaaao°a°a ALL OTHER FA ClLI TIES WITHIN THE BOUNDARIES OF as THE CURB RAMP WILL BE ADJUSTED TO GRADE IN `34 � LID EXISTING SLOPE PLACE CONSTRUCTION JOINT ALONG CONJUNCTION WITH THE CURB RAMP CONSTRUCTION. MOIV STA GROOVE (2 LOCATIONS). -�-- 35...._ ... �..�..._.._....�...,. TA 1-68.66 2 20 N19.25' LT �� N 27 T.1. = 8.5 � RVALUE =28 � T _.... _ TYPICAL ACCESS RAMP RETURN ACCESS RAMPS TO BE CONSTRUCTED AT TWO LOCATIONS— NORTHEAST CORNER AND THE SOUTHEAST CORNER NOR THEA T IN TE S T/N DE ora/L SCALE. I"--10' File Name.• TSk125-2004 Drawn: JAFLORES STREET IMPROVEMENTS AT THE INTERSECTION OF fCENC VE AND ON1T®R ST. SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K125 Engineer: JAF Date: Apr. 29, 09 Checked By.' ��" 9,(3F ESS 0 EAN R-1 "A"4__ EX CURB AND '(3 U -TER C) REGISTERED Cl VLL EISGINEER Lu C 46803 cr_ Exp. 6-30-0 CITY OF BAKERSFIELD J� /� 1501 TRUXTUN A VENUE ATF CAQ� BAKERSFIELD, CA 93301 SCALE: 7" 20' `7 REMOVE EXISTING SIDEWALK TO REVISIONS CONSTRUCTION JOINT No. DA TE DESCRIPTION AND REPLACEPAVIqt� _-zaa7&V d/ .24 r>�� 4 �2 -4-13010141= .................... EXISRN"' .5T6,om JZ DRAIN 3 1ST ....... ...... rl `10 AL)i V) 350.38 TOC _j 7-/ I I WE S OF L N2_ J4.9.88 FL STA +68 59 r-� M r + T 7 67' LT L_R k�g F! \'_111 I - Q� El 1 MENT/Vpy z z N EDGE' OF EX PAWNG " , &Z 03 :L Z LQ + S TREE T RIW + . .... . ............ . ......... SA WCU T UNE MT SAWCUT THE OUTSIDE 2 FEET OF EXISTING ROADWAY TO NEAT w VERTICAL FACE Q� 0 ...... .. ......... . ............. . ............. - - ------------- . ....... ...... . . ....... .. t. . ............. . . . . ............. . ........... .. ............. . . . ............. - - - - ----------- . .............. . ......... ..... ..... .. ........ - - ---- . . .... ..... . . . . ............. _7 CONSTRUCT CURB RETURN AND PAVING SECTION. SEE STREET RIW 0 G . ............. . .. ...... .. . . .... ......... .......... .... . ......... . ....... . ............. SHEET TWO ...... ...... EDGE OF PA VIN G ........... m. ............ . . . ....... . . ....... . . .......... .............. . .............. . ...... ... ..... . .................... ------- LJ-49--J0 LID (EX) EXISTING RAISED MEDIAN Q) SEC MON Q) STA + 0 JO -79.2 1 LT - ~_._ TA +68.66 21 22 _j SOO*28 id-El 23 a- 4- 24 —7 q cc� . . .... . 4-- — Z 19 Q) ST ------------- EXISTING RAISED MEDIAN O IN TERSEC TIO 0 EXISTING RAISED MEDIAN 0 0 .............. .. . .............. s - - -------------- . .............. . .............. . . .. ...... . ............. . ............. ....... . . .......... ... . ........... ... . . . . . .. . ..... Q) - - -------- - - - - - - --------- - - -- LnT ........ .............. ............... ........ s 0 . ................ ..... . . .............. /T + T- - ------------ . ........... . .............. . ....... T . .............. . ............. . ............. T - - - — ------------- 0 .... .... . . .............. CN QC) 1 i C n N) < . . .... ... . ........ . ........ . . ..... - - _- ----- . . ..... . . ...... . ......... . ........ . ........ . . . .... . ..... . ... ...... . ....... I. N-) — _�i _/ - --- - --- ----- -------- 'd . . . .......... . ........... . . . .............. . . . . ...... . ....... ----------------- . ............. ........... ........ . ....... .. . ....... .... — — ----- - - - - --------- - -- . .... . . .. .... . ...... .......... CONSTRUCT ---- --------- - --- - - ----- A ACCESS RAMP. - - - ------- - - ----- SEE SHEET Two -- ------------- 0 ------ 0 - - - . . .......... . ............ . .................. .... ... . .. ...... ......................... G� loon �_fwwwo HOSKING A VENEU� ,. Q_ Y' < CONSTRUCT 0.45' TYPE "A" A.C. PAVING OVER 1.05' CL 2 co AGGREGATE BASE OVER 1.05' CL. 2 AGGREGATE BASE OVER 7.00' NAT GROUND COMPA C TED TO 95% REL. DENSITY (1) 2' MIN NEW ROADWAY STREET SECTION --lm- 0 0 SEE PLAN FOR LIMITS 2� CROSS CD Z T + 4 EXISTING ROADWAY C 0 osCR s 01C)e HINGE POINT 4" GRIND TO A DEP TH OF 0.20' .C: REPLACE WITH ASPHALTIC Y EX GROUND V) BINDER AND 0.20THICK A.C. �7 0 --------- LLI . ............... ....... 1------___......_:-::::-1 : -- ----- .. .... .... \ � 4:1 MAX N . ...... . ...... ... . .. ..... . . ...... 00---- - - LLJ / \/\/ cry ---- _- EX GROUND 25 z ��l - ___. j �j \/\/\� � ......... . ..... .. .............. . ................ . . ....... \ Y ry l_:Q.1:" 0.45' TYPE 'A' A.C. OVER 7.05' CL 2 LLJ.............. . . ......... [ AGG. BASE OVER 7.05' NAT GROUND I / COMPACTED TO 95% REL. DENSITY . . ......... wA PAVING SECTION ADJACENT TO EXISTING GROUND 37 File Name: T8025-2004 Drown: JA FL ORES STREET IMPROVEMENTS AT THE INTERSECTION OF HOSKI AVE ADN MONITOR ST SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K725 Engineer: JAF Date: Apr. 29, 09 Checked By JLM ROADWAY CONSTRUCTION 3 OF 4 0 1 2