Loading...
HomeMy WebLinkAbout6.1-1741SHEE T 1 TI TL E SHEE T SHEET 2 SECTION DETAILS AND TRAFFIC LOOP DETECTOR LAYOUT SHEET 3 COB STANDARDS SHEET 4- 7 CONS TRUC TION PLANS BENCHMARK THE MONUMENT AT THE INTERSECTION OF MING AVENUE AND ASHE ROAD SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DA 7UM NA VD 83. MONUMENT ELEVATION: 363.02' BA SIS OF BEARING THE CEN TERL INE OF ASHE ROAD SHALL BE USED AS THE BASIS OF BEARING. PER COB PROPOSED DES/GN MANUAL SW -2, SW -4, SW -6, ST -7, ST -21 STATE STANDARDS 2010 REVISED STANDARD PLAN: RSP A88A AND RSP A88B A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, A24E I K 'R F'I CITY OF BA ES I IDEPARTMENT OF PUBLIC WORKS PAVEMENT REHA BIL I TA TION 2015=2016 RS TP. ASHE ROAD FROM MING AVE TO S TOCKDALE HWY F. H. 10-1MANHOLE ,Q� FIRE HYDRANT P.P. POWER POLE W.M. WATER METER W.V. Ej EXISTING MONUMENT DQ WATER VALVE G.M. 0 FU TURE MONUMEN T ® GAS METER S.L. G.V. STREET LIGHT N GAS VAL VE STREET LIGHT W/MAST ARM -0� BENCHMARK •C.O. CLEAN OUT f AUTO SCOPE © PRE- EMP TION DEVICE FED PROD. NO. S TPL 5709 (278) CITY PROD, NO. T6K208 E H ALE H PROJEC T L OCA TION LOCATION MAP NOT TO SCALE FINAL PA Y QUANTITIES EA SEMEN T - - - - - - - EXIST CURB & GUTTER -- RIGHT-OF-WAY --------------- EXIST A. C. FL0WLINE - CEN TERL INE - '�= - - - '�= - - - '�= - EXIST EDGE OF PA VEMEN T 111111 111 1 1 RAILROAD TRACKS 970 GUARD RAIL X CHAIN LINK FENCE LF IMPRO VEMEN TS 2121 UTILITY SYMBOLS 1,826 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 EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F. H. 10-1MANHOLE ,Q� FIRE HYDRANT P.P. POWER POLE W.M. WATER METER W.V. Ej EXISTING MONUMENT DQ WATER VALVE G.M. 0 FU TURE MONUMEN T ® GAS METER S.L. G.V. STREET LIGHT N GAS VAL VE STREET LIGHT W/MAST ARM -0� BENCHMARK •C.O. CLEAN OUT f AUTO SCOPE © PRE- EMP TION DEVICE FED PROD. NO. S TPL 5709 (278) CITY PROD, NO. T6K208 E H ALE H PROJEC T L OCA TION LOCATION MAP NOT TO SCALE FINAL PA Y QUANTITIES I TEMS ESTIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 9 13,192 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 22 211 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 32 6,017 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 38 970 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39 10,917 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39A 2121 LF PA VEMEN T MARKINGS (THERMOPLASTIC) 1,826 SF TRAFFIC OE TEC TOR LOOPS — TYPE D 9 EA TRAFFIC OE TEC TOR LOOPS — TYPE E 22 EA FIRE HYDRANT MARKERS 9 EA Job No.: T61<208 File Path: S:\PROJECTS\2015-2016\15-16 RSTP\T6K208—Pavement Rehab Ashe Rd\AutoCAD Drawings File Name: St Imp Ashe (For E-76 submission without phasing plans).dwg �t ;� � l' / l %, j�/ fir• � ;. NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CLASS A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. QRpFESS/pN� S NGy c.�l F� w 2, 7� m C 80507 * Exp. 3-31-17 OF CAX-\ 1.34 MILES C7) 1 2 v 4 Z W J U 0 0 Q QD Z 0 LL Q 150 z UjZ Q O O N O N 0 Q M� W W W 4 Q F z Q v> F - LL) W U m 0 W F- F- 0 - F - O n O d - I I 0) 0) 3 I W L O L� U) Q CQ - E E 4- U7 / U) .3 a 0 0 Q U O Q 0 ry O C- 0 O C- N C- a) N E N a al co O N Y LL co N Iry W r ,t u I 0 N I u O N U7 F— U W 3 O / 9 ]LEGEND: ® OVERLAY AREA 0.20' TYPE "A" H.M.A. GRIND AND OVERLAY AREA. COLD PLANE EXISTING PAVEMENT TO 0.20' DEPTH. THEN OVERLAY 0.20' TYPE "A" H.M.A. FULL DEP TH RECLAMA TION AREA 12" CEMEN T TREA TED BASE, EXISTING PA YEMEN T SECTION. D , 0.33' TYPE "A " H. M. A. (2 LIFTS) OVER 12" CEMENT TREA TED BASE. NOTES: OCROSS SLOPE SHALL BE AT LEAST 27 BUT SHALL NOT EXCEED 4% CONTRACTOR SHALL BE RESPONSIBLE TO HAUL OFF ANY EXCESS MATERIAL, TO ACCOMMODATE 0.33' H.M.A. TYPE "A" OVER 1.0' OF HOT MIX ASPHALT TYPE "A", AND TO MEET THE SLOPE REQUIREMENTS. O2 CONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, CONDUITS, FACILITIES, AND VEGETATION. CONTRACTOR SHALL RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES, AND VEGETATION WITHIN THE MEDIAN ISLAND. 3 CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY OF BAKERSFIELD TRAFFIC ENGINEER PER THE CURRENT MUTCD REQUIREMENTS FOR EACH PHASE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THAN TWELVE (12) FEET IN WIDTH SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS. ®FINAL H.M.A. LIFT SHALL BE DONE AS THE LAST PHASE OF PAVEMENT. ALL H.M.A. PAVEMENT JOINTS SHALL BE PLACED ON THE PROPOSED LANE LINES. SEE STRIPPING LAYOUT ON SHEETS 4 TO 7. FULL DEPTH RECLAMATION ON ASHE ROAD STA 10+61 TO STA 13+95 FL LIP FULL DEPTH RECLAMATION WITH CEMENT i LANE 1 & 2 BIKE O - -� LANE a 4. ° e e d ° • ° � e Q • '_1 EXISTING OVERLAY MEDIAN ISLAND 0.20' TYPE A' SEE PLAA H.M.A. FULL DEPTH RECLAMATION WITH CEMENT LANE I & 2 FULL DEPTH RECLAMATION WITH CEMENT LANE I & 2 FULL DEPTH RECLAMATION ON ASHE ROAD STA 13 + 95 TO STA 78 + 17 N. T. S. N. T, S LIP FULL DEPTH RECLAMATION ON ASHE ROAD STA 78 + 55 TO STA 80 + 04 LIP ASHE RD A T CL UB VIEW DR N. T.S. 11/KE I LANE lf' LIP EX/STING - MEDIAN ISLAND 2�► -- FULL DEPTH FULL DEPTH RACE MATION WITH CEMENT WIDTH VARIES (4'-21; 2' 2' RECLAMATION WITH CEMENT LEFT TURN LANE MOTH LANE 1 & 2 I SEE PLAN +� SEE PLAN LANE 1 & 2 LANE I & 2 � 5' LANE SEE PLAN BIKE � � BIKE r 1 1 LANE LANE O /` • 4: e N ��.+•."yyyylyWy`'rW;,;,r1.YrW+W 4.4. •° �.rrr 9„:?:° e ° d a o ° e• �,• ° S a o. ° Q FULL DEPTH RECLAMATION ON ASHE ROAD STA 10+61 TO STA 13+95 FL LIP FULL DEPTH RECLAMATION WITH CEMENT i LANE 1 & 2 BIKE O - -� LANE a 4. ° e e d ° • ° � e Q • '_1 EXISTING OVERLAY MEDIAN ISLAND 0.20' TYPE A' SEE PLAA H.M.A. FULL DEPTH RECLAMATION WITH CEMENT LANE I & 2 FULL DEPTH RECLAMATION WITH CEMENT LANE I & 2 FULL DEPTH RECLAMATION ON ASHE ROAD STA 13 + 95 TO STA 78 + 17 N. T. S. N. T, S LIP FULL DEPTH RECLAMATION ON ASHE ROAD STA 78 + 55 TO STA 80 + 04 LIP ASHE RD A T CL UB VIEW DR N. T.S. 11/KE I LANE lf' LIP FL L IP LIP EX/STING TWO- WAY FULL DEPTH RACE MATION WITH CEMENT D 2' 2' FULL DEPTH RECLAMATION WITH CEMENT LEFT TURN LANE MOTH WITH CEMENT +� SEE PLAN LANE 1 & 2 LANE I & 2 � 5' - LANE SEE PLAN BIKE � � BIKE r 1 1 LANE LANE O /` N ��.+•."yyyylyWy`'rW;,;,r1.YrW+W 4.4. •° �.rrr 9„:?:° e ° d a o ° e• �,• ° S a o. ° Q i e 3i4� d 4. ed e •e , 1® a d e e FULL DEPTH RECLAMATION ON ASHE ROAD STA 10+61 TO STA 13+95 FL LIP FULL DEPTH RECLAMATION WITH CEMENT i LANE 1 & 2 BIKE O - -� LANE a 4. ° e e d ° • ° � e Q • '_1 EXISTING OVERLAY MEDIAN ISLAND 0.20' TYPE A' SEE PLAA H.M.A. FULL DEPTH RECLAMATION WITH CEMENT LANE I & 2 FULL DEPTH RECLAMATION WITH CEMENT LANE I & 2 FULL DEPTH RECLAMATION ON ASHE ROAD STA 13 + 95 TO STA 78 + 17 N. T. S. N. T, S LIP FULL DEPTH RECLAMATION ON ASHE ROAD STA 78 + 55 TO STA 80 + 04 LIP ASHE RD A T CL UB VIEW DR N. T.S. 11/KE I LANE lf' LIP EX/STING _ FULL DEPTH RECLAMATION MEDIAN t FULL DEPTH RECLAMATION ISLAND WITH CEMENT WITH CEMENT LANE I & 2 SEE PLAN LANE 1 & 2 BIKETL � � - LANE � � i 4.4. •° e e ° d a o A ° S a o. ° Q i e 3i4� d FULL DEPTH RECLAMATION ON ASHE ROAD STA 80 + 04 TO STA 80 + 63 N. T. S. S%CKDA L E H W N 4/ DR ASHE RD A T STOCKDALE HWY N. T.S. QRpFESS/ON f N� \Q S i NGH R GI S TERED CI VI L EN GI NEER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD CI V i� 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OF CPA& REVISIONS No. DA TE DESCRIP TION 2 TYPE E ADVANCE 10 TYPE E LOOP DETECTOR RIGHT TURN LOOP DETECTOR (THRU LANES) THRU LANE 10 15' LEFT TURN LANE 10' 15' 15' 345' BEHIND THE STOP BAR TYPE "D” LOOP DETECTOR STOP BAR L OOP LAYOUT NOTE= NOT TO SCALE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL DLC s AND DETECTOR CARDS, AND FOR REPLACEMENT OF CONDUITS, IF NEEDED. TO MEET TRAFFIC LOOP LAYOUT AS SHOWN. SECTION DETAILS AND TRAFFIC LOOP DETECTOR LAYOUT i17YI Cl TY RECORD No. File Name. -St Imp Ashe For E-76 Drawn: GURJEET ANTAL PAVEMENT REHAB/L/TATION 2015-2016 RS TP: SHEET NO. CITY OF BA KERSF/EL D, CA L IFORN/A PUBL l C WORKS DEPARTMENT Job No.: T6K208 En gin eer: JOE CATALAN Date: Apr. 28, 16 Checked BY LS ASHE ROAD FROM MING AVE TO STOCKDALE HWY 2 OF 7 O 9 2 3 Flowline Elevation at this point shall not be below elevation at other end of this return Outlet Where incoming and outgoing Expansion Joint - - a$' (r•4Nnj �'rt - sewers in a manhole Crory in Street R/W J y� �+ MANHOLE SECTION J Variable Expansion 7 Q 1 Joint Property 5 k Line sewers 8.0" (0.2m) beyond TYPICAL ONE • Flowline Coss A' Concrete Q y�e F3o / " of Gutter i 0•�el• CORNER INSTALLATION SCALE N.T.S. RETROFIT PAY LIMITS RSP ARBA DATED JULY 19. 2013 AND STANDARO PLAN A88A DATED MAY 20, 2011 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. vi Shelf 40. F-• Flow (yan) 1 . 1 W Flowline Expansion Joint f Shell Outlet Where incoming and outgoing t �G (y2►nj �aotL%' - - a$' (r•4Nnj �'rt - sewers in a manhole Crory in I I J y� �+ MANHOLE SECTION size, extend tower halves of FILENAME: 7 letters, 0.125" (3mm) NO SCALE sewers 8.0" (0.2m) beyond TYPICAL ONE 140TE B Coss A' Concrete Outlet Where incoming and outgoing LLQ 0.438' x Shank J 2.0' x 50mm) �O.41p ��1 (llmm) DOME HEAD DISK DETAIL %E sewers in a manhole Crory in CURB RAMP DETAILS J y� �+ MANHOLE SECTION size, extend tower halves of FILENAME: 7 letters, 0.125" (3mm) NO SCALE sewers 8.0" (0.2m) beyond TYPICAL ONE 140TE B DRAWN JCU RSP AURA DATED JULY 3, 2015 SUPERSEDES RSP ABBA DATED MARCH 21, 2014 AND inside of wall and Shope CORNER INSTALLATION SCALE N.T.S. RETROFIT PAY LIMITS RSP ARBA DATED JULY 19. 2013 AND STANDARO PLAN A88A DATED MAY 20, 2011 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. transition channel between Shelf 40. Existing curb and sidewolk ends of lower halves of pipes (yan) PUBLIC WORKS DEPARTMENT provide o protective tooting. Shell PUBLIC WORKS Where incoming and outgoing from warps cracks, holes swells and cold -shot, and SLOPE PASSAGEWAY RAISED ISLAND sewers in a manhole are of be HS 20-44. E the some diameter, the top TO DRAIN 1.5X Max B o Gutter t/or (d'o� + Q� Curb - - L _ - - half of pipe sholl only be removed between walls and Inlet Expansion Joint I ( the broken edges shall be CD plastered smooth with STANDARD 6.0' 0.8m) CROSS GUTTER cement mortar. sta�ao►e aye �� PLAN AT SURFACE PLAN AT BOTTOM m • es to be 20' (10") 6f111111M oft "k See note directions above L by cif l 9rw: R=0.5" P. CC slab not to be poured until paving is in place. Slob and lid ~O 66r Expansion Joint Ry. (12mm) to be 0.125" to 0.25" (3mm to 6mm) _J Street R/W below new /finished paving. Variable 1' ?Ow at III 1A Expansion �e Property 41 QOw at 3 Joint °'° y ( J (Ran) � . NOTES. JVX0 ae t�° Flowline Line •� O Ohl°` Go / of Gutter b eine 2.• 1 Mortar, 1. All work shall conform to the applicable sections o/ the Dry Packed specifications entitled 'Standard Specificolions State of I I flow Colilamio, Deportment of Transportation , approved Flowline Expansion Joint current edition. of Gutter Curb Iter (t>oEd! of on at 2. All unlined manhole mints sholl be filled with Kent 4seal or approved block mastic equal Inside of manholes Expansion Joint must be mortared and neatly raked or wiped on inside Q STANDARD 12.0' P. 7m) CROSS GUTTER of pipe. L0 3. Pre cost reinforced manhole sections shall be constructed N N� /rT accordance with the provisions of ASTM C-478, NOTES: current edition. i 1. Al/ work shall conform to the applicable 5. All Crossguller locations and sizes are O sections of the specifications entitled to be opproved by the City Engineer. 4. All sewer manholes shall be lined with "T -Lock" or Standard Specificotions State of 40•Sk opproved equal. LD California, Department of Transportation, 6. Bearing soil sholl be compacted to 95% tit �0' adopted current editionof maximum dry density as determined by (y2Mj 5. Concrete pod sholl be cured with o white pigmented ON ia�ill ASTIR. D-1557 to o depth o1 1' (0.3m) curing compound as per section 90-7.016 of the standard IT 2. Concrete for cross gutter shall be Goss below crossgulter and 1.0' (0.3m) to each specifications. CGI at A' and sholl conform to the requirements side of the crossgutter. 6. See standard drawing SW -6 for /come, cover, and N �� of the Standard Specircotions Shelf slope is 8.33% 9 7. Concrete shall contain no additives unless drop manhole details SECTION A -A L 3. Expansion joints shall be constructed prior opprova/ is obtained frau Gly Engineer 7. All channels shall be smooth finished with steel trowel. Q' every 30' (9.0m) or as directed by the Q Shelf sholl be broom finished for slip resistance. i CN- City Engineer. 8. Concrete sholl be cured with o white 40w Btfit P >; fi0°�.iiy pigmented curing compound complying to (atm) 4f (�� 4. Concrete shall be class A" and slump section 90-7.018 of the std. specifications shall be within 2.5' (65mm) to 4.5 (011m) FILENAME: SW-2REV >` FILENAME: ST-7REV � DATE / Goss A' e0. go► STANDARD DRAWN 6 CU/99 ? ` '' Concrete DATE 6/z/ss �/�aI g� STANDARD DRAWN JCU RESIDENTIAL CHECKED. SHAW �IW' (Y,v./rp CHECKED Is CROSSSCAL M. SHAW Q' °( GUTTERS SCALE N.T.S. TYPE "A" N.T.S. APPROVED SHEET NO. Special APPROVED SHEET NO. _C� SECTION B -B CITY OF BAKERSFIELD Aggregate SECTION CITY OF BAKERSFIELD CALIFORNIA ST- 7 (Calcareous) CALIFORNIA SW- 2 CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT I LL1 Note: PCC Slob not to be laced until _ P.C.C. slob not to be poured until paving P is in place. .lob and lid to be 0.125" to paving is in place. r - - - - - -�� - 1 See standard � 0.25" (3mm to 7mm) below new paving 2.0' (0.6m) Square 40' ft in) ♦ 1 drawing SW -6 Sawcut frome and A.C. Paving for Edge Pick HoleI N (Option/) 1.0' (25rrnm) Letters,cover details 0.25" (5mm) Hign -� , ;:: '.•: �, ::: V) Q 0.5' x 0.375' Diamond Mot, '• � ` The upper potions of incoming g(12mm x 9mm) r and outgoing sewers shall epQ _ be 0.(mm)eremoved and the broken edges ^ 60' ((0.15m) Did. e b %' shall be plastered smooth with A MONUMEN A f--� .� `'� ��: ?: t •.::' o I cement mortar. .. to Goss A' / d �• V) Concrete +s Top o/r• Building paper or / Monument ' : • `s Plastic in pints BKS F- ��g,,� L - - a 0.5' (12mm) Hole �, , t ' J r - - - - - - - -� J 4l0' Alt 0.75" (20mm) Letters Pipe Casing 12" (0.3m) Dia. Q 0.125' (3mm) High 2.0' (0.6m) Square U PLAN Concrete Pod TOP 1//EN9/ Note: P.C.C. slob not to be poured until paving is in place. + O 1- 2.125' (0.3m) SECTION THRU MONUMENT I I Q 0.06' (2mm) 10.75" (0. 27m) 0.625' (16mm) - 0.375' (10mm) 9.875' (0.25m) 0.75" (19mmJ NO TES: ry t All work sholl conform to the opplicable sections of the a specifications entitled 'Standard Specifications State of -C 1.625' 4 m) Colifornio, Department of Transportation", approved current edition, and the following general notex Q 0.25' (6mm) 9.5' (0.24m) o SECTION -0 6 2. Castings sholl conform to the provisions of the specifications b 0 `d for grey -iron costings serial designation ASTM- A48, class no. 30B 2:1 Mortor, _IZZW 0.375" (lOmm) 10.125' (0.26m) Dr Pocked J. All frames and covers sholl be tough, grey cost ire, free �� n y from warps crocks swells and cold sheet, and shall hove a (ac►J �^ «� 10.875' (0.28m) c workmanlike finish. < NO TES: Q) E SECTION A -A 4. The seats of frames and bearing faces of the covers shall be t All work shall conform to the applicable sections > machined for o smooth, non -rocking til between the two costings. of the specifications entitled "Standard Specifications; Stamp Disk with R.C.E. 9 g Slate of California, Deportment of Transportation" p or L.S Number. eP Q_ 5. Costing shall be thoroughly cleaned and dipped twice in o approved current edition. I Concave depression for preparation of asphalt or coal tar and oil opp/ied of 3000 F Pipe DO Surveying purposes to form o firm and tenacious seal. Diameter 2 Mortar shall consist of one port Portland Cement O Varies and two ports of clean, well/ graded sand. Y6. Concrete shall contain no additives unless prior written approvol LO is obtained from the City Engineer: (ya") 3. Joints shall be filled with mortar and neatly cloned ~ y0w or wiped on inside o/ pipe. 7. Concrete shall be cured with o while pigmented curing compound (Q,gmj complying with section 90-7.018 of the Standard Specificotions� -. 4. Pre cost reinforced manhole sections sholl be V) constructed in accordance with the provisions of 0_ 8. The surface shall be finished to grade, troweled smooth, and / 161 C-478, current edition. LIC, given o light brown finish ' 1 2.0' (50mmJ 5. Eccentric side should be instolled in the upstream U 9 All concrete used shall be Class A" I direction of the main line whenever possible or as � w ,` ( j - 0.125' (3mm) f0. the name o/ the manufacturing company shall be on the directed by the City Engineer. o underside of the cover. N 6. All transitions between pipe inverts shall be o / smooth wropped surface. O Disk and Stem to be ll. Pie eosin shall be 10" 025m ID, steel, ARS, or as / N Disk shall be Ceifz p g (. ) . . LI No. 8134-13 or N cost together of Bronze directed by the City Engineer. Class 'A* approved equal ' S4-d9�N Gutter not shown B RETAINING CURB RETAINING CURB IF 1 5 IF NECESSARY AT � NECESSARY AT EDGE 0.45' Min AND 0.47' Mas EDGE OF SIDEWALK Mo. m 5'-0' OF SIDEWALK TOP Dia •,--c--1 Min m 5-0' L_ SIDEWALK in n AN M s Y SEE NOTE 9 7.So% 7.5%ktox ;75.11 SIDEWALK n BASE Dia O .5all s r eMSIDEWALKi tFRONTi° ° ,!� 'a 7.5% 7.5% • d EDGE OF -� » u NO# Max SIDEWALK 3 ° - K RAISED TRUNCATED DOME n I; O% Max 9.0% Mox K x FRONT AT CURB AT CURB r ° SIDEWALK OF TEj ALK C SEE NOTE 9 NO A 9.0% Moz A CASE C A 1. As site conditions dictate, Cose A though Case G curb ramps mo y be 4•-2' 9.0% Mox B SEE AT CURB used for corner Installations simior to those shown H Detoi A Ong n AT CURB NOTE 9 1 5X 1 5X Detail B. The case of curb ramps used In Detail A do not hove fo SIDEWALK ox ox SIDEWALK m alto the locmhei a concretionsQcurb du' b GIs also may be used of N CASE A CA B N a K er FRONT EDGE 9 K O I - ,I! ° OF SIDEWALK ♦ '� 9.OX max 2. If distance from Curb to Dock Of fldewdk b too short to ./1 + AT CURB oeeomm=0 romp and 4"2 platform (1°ndnq) as shown H Caw A. 0 - rJ !• + 6w E 0, the s e dk may be dooraseD. longiludnolly as n Cow B. or C a A may be widened as H Case D. I'.F 1.5X Jpl = r 2 yp SIDEWALK 3, When romp is located H center of curb return, crass"It m SIDEWALK ax F F configuration must be smiar to that shown for Detail B. ox SIDEWALK z AININGr c SEE NOTE 9 5 sl B (BOTH 4. As site conditans dklote, the relolnInq curb altle enol the fbrae �S OF o. side of the Caw G ramp shoo be constructedIn reversed positin. M 9.0% Mox P) FRONT AT CURBot, D parallel, EDGE OF 5. If located on a Curve, the sides sof pthe� n n need not be 9.0% Mine 4 -2 Min bol the minimum width of the r SIDEWALK E NOTE 9 RETAINING 4- Min E NOTE 9 AT CURB CURB & Side slope of romp floras vay unitamly ham o mosmum of 9.01 at A �. A l curb to conform with lon9=. nd sWaralk elope adpeent to top of D FRONT the rompw , except In CaC and Can F. EDGE OF AC SE F q z CASE D Y s <a SIDEWALK PLANTING C SE G 7.-sitwns from rompsand landing to walk; gutters or streets AREA SIDEWALK See Note 4 shall be flush (no lip) and free of dxupt changes. D RETAINING CURB n (BOTH SIDES OF RAMP) GUTTER B. Caunler slopes of °dlD1°In9 goiters old rope surtocos inmedalaly FLOWLINE TOP OF RAMP 4'-2' MH otljoceni to and withn 24 At. of the Curb romp shill not be 0 4 -2 SEE NOTE 9 ROUNDED I steeper than 1:20 (($ Gutter pan slope shall not exceed 1' of SEE NOTE 8 T depth for each 2'-D of width. , 1 9. Garb romps fh09 have a detectable wOrflillg kurfOGe that extends A T, .1 7.5X Mak 1.5X Mas �' the lull width one 3•-0' depth of the ramp. A 4 -0' at a tetextanle r CASE E SECTION A -A wareinq wrfase may be used on a 4'=2' wise curb rasp. Detectotele D WamInq Sur(anee shall canform to the requirements 'n the Standard Z Specifications, GUTTER RETAINING CURB WHERE A FLARED SIDE OCCURS FLOWLINE IF NECESSARY 10. Sidawdk aW ramp thfeknees, '7', shall be 3' minimum. U) Ile PROVIDE 2'-0' Min OF CURB TOP OF RAMP y Pu boxes, manhole; xoulls and all other utility facilities 4•-2' MH 11. Uliil II y �ENOI NDED f` --t within the Doundories of the Curb romp will be relocated or e otljustetl to grotle byy the owner prior l% or H conjunction with, D Wo curb romp eansfructkn. 1.5X Moz o e 7.5X Mas 12. Detectode eamFg aurlase may hove to De cut to allow ramrod of 00 a 6 c uliity covers while maintaining full detectable warning width OD LL a�d� o SECTION B -B and depth. y >< �7• Depress entire sWeedle as required SIDEWALK F. 3 RETAINING CURB O O O GUTTER IF NECESSARY 2.3' Min AND 2.4' Max O O 0 FLOWUNE CENTER TO CENTER SPACING 000 g?• rd5 SEE t.sX Max -►� RAISED TRUNCATED DOM€ PATTERN (IN_LINE1 NOTE B DETECTABLE WARNING SURFACE AR SECTION C -C See Note 9 WHERE A FLARED I- LIMIT OF PAY SIDE OCCURS CROSSWALK IF PROVIDED 4'- ' yin STATE OF CALIFORNIA PROVIDE 2'-0' CROSSWALK IF FRONDED Min C0 CURB ROUNDED DEPARTMENT OF TRANSPORTATION TAI A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 Gutter not shown IF NECESSARY. CONSTRUCT RETAINING CURB AT EDGE OF SIDEWALK . L. 5'-0' Min UKUbbWALK PROVIDED N 1.5% Max Ln ', Max rN'i o I %f DETECTABLE WARNING BCR SURFACE, SEE NOTE 2 CROSSWALK it 13movin- A CASE CM CURB RAMP RAISED ISLAND SLOPE PASSAGEWAY TO DRAIN 1.5% Max DETECTABLE WARNING ^ CURB RAMP, SURFACE, � gr) SEE NOTE 7 SEE NOTE 2 °1 SEE NO I iti 3p SEE NOTE 3 I, SEE NOTE RAMP. 7 ; a i TYPE B PASSAGEWAY RETAINING CURB GUTTER IF NECESSARY FLOWLINE ---• 1.5% Max SEE NOTE 7 SECTION A -A TYPE C PASSAGEMWAY CLEAR PASSAGEWAY 4'-2' 8' SURFACE OF j YIn 7yp RAISED ISLAND RETAINING CURB SECTION B -B O N I- w 3 O LLQ 0.438' x Shank J 2.0' x 50mm) �O.41p ��1 (llmm) DOME HEAD DISK DETAIL -1 STANDARD SURVEY MONUMENT CURB RAMP DETAILS J y� �+ MANHOLE SECTION TAI FILENAME: 7 letters, 0.125" (3mm) NO SCALE STANDARD MANHOLE TYPE B TYPICAL ONE 140TE B DRAWN JCU RSP AURA DATED JULY 3, 2015 SUPERSEDES RSP ABBA DATED MARCH 21, 2014 AND CHECKED M. SHAW CORNER INSTALLATION SCALE N.T.S. RETROFIT PAY LIMITS RSP ARBA DATED JULY 19. 2013 AND STANDARO PLAN A88A DATED MAY 20, 2011 - PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. ST -2' See Notes 1 and 3 CITY OF BAKERSFIELD CALIFORNIA Existing curb and sidewolk REVISED STANDARD PLAN RSP A88A _ PUBLIC WORKS DEPARTMENT provide o protective tooting. PUBLIC WORKS DETAIL "A" from warps cracks, holes swells and cold -shot, and SLOPE PASSAGEWAY RAISED ISLAND 9. The 2.0' (50mm) pattern letters on the manhole covers be HS 20-44. shall have one of the following designotionx DRAIN or SEWER 5. Costing shall conform to the provisions of the specifications TO DRAIN 1.5X Max B (latest revision), Class No. 308. 11. 2.0" x LO" (50mm x 25mm) diamond mot 0.125" (5mm) deep. FILENAME: SW-6REV CURB RAMP, SEE NOTE 3 CURB RAMP, SEE NOTE 7 Iz S s SEE NOTE 7 SEE NOTE 3 DETECTABLE (SIDEWALK WARNING SURFACE, B SEE NOTE 2 NOTES: Y 3 I. Sidewalk• ram antl P passageway thickness, 'T', shall be W min Y Min 2. Fa eetois of detectableARBA waning surfaces. see Revised Standard Pim RSP A88A. v ` 3. where an island Possogewoy �mgth is greater than a equal f7 to B'-0', but lain than 8'-0 . each detectable waning surface shall extend the full width and Y-0' depth of the RAISED ISLAND passageway length. Where an island passageway length is greater than or equal to 8'-0', each detaetoble warning soutane shall extend the fun ei;I and 3'-0' depth of the �l �+r TYPE A PASSAGEWAY mo °nae o 4' 2' "wd�tlectaMw�oning surface 4. Transitions from ramps to walk; gutters a streets shall be flush (no 10) and free of abrupt changes. RAISED ISLAND 4•-2' SEE �� 3 5. Utility pull boxes• manholes, vaults and o0 other uliity facilities DETECTABLE Mm within the boundaries of the curb romp will be ralocoled adjusted to grade by the owner prior to. WARNING a H conjunction with. Curb ramp construction. CURB NOTE 2 B & Delectable waning surface may hove to be cul to allow removal of uliity covers while maintaining full detectablt T warning width and depth. TE 3 «; \ SEE NOTE 3 7. For additional curb ramp details, see Revised Standard Pion RSP ARBA. y SEE NOTE 3 M' D x Y ; SLOPE PASSAGEWAY To DRAIN 1.5% Max 3 rale CURB RAMP, �' yltiKn Ce < SEE NOTE 7 TYPE B PASSAGEWAY RETAINING CURB GUTTER IF NECESSARY FLOWLINE ---• 1.5% Max SEE NOTE 7 SECTION A -A TYPE C PASSAGEMWAY CLEAR PASSAGEWAY 4'-2' 8' SURFACE OF j YIn 7yp RAISED ISLAND RETAINING CURB SECTION B -B O N I- w 3 O LLQ 0.438' x Shank J 2.0' x 50mm) �O.41p ��1 (llmm) DOME HEAD DISK DETAIL $" STANDARD SURVEY MONUMENT ' DATE 6/2M J y� �+ MANHOLE SECTION asw(4amj FILENAME: SW-4REV letters, 0.125" (3mm) STANDARD MANHOLE TYPE B 'ATE 6/2/99 DRAWN JCU DRAWN JCU CHECKED Slug CHECKED M. SHAW SCALE 'b4� SHEET N0. SCALE N.T.S. APPROVED CITY OF BAKERSFIELD CALIFORNIA ST -2' APPROVED CITY OF BAKERSFIELD CALIFORNIA SHEET N0. SW -4 (n _ PUBLIC WORKS DEPARTMENT provide o protective tooting. PUBLIC WORKS DETAIL "A" from warps cracks, holes swells and cold -shot, and CITY ENGINEER CITY ENGINEER CITY OF BAKERSFIELD, CALIFORNIA DEPARTMENT File Name. -St Imp Ashe For E-76 Drawn: GURJEET, ANTAL PUBLIC WORKS DEPARTMENT Job No.: T6K208 Engineer: JOE CATALAN Date: Apr. 28, 16 Checked By: LS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP AND ISLAND PASSAGEWAY DETAILS NO SCALE RSP A888 DATED JULY 3. 2015 SUPERSEDES RSP A888 DATED MARI RSP A888 DATED JULY 19, 2013 AND STANDARD PIAN A888 DATED PAGE 122 OF THE STANDARD PLANS BOOK DATED 201 REVISED STANDARD PLAN RSP AE QRpFESS/ONq INGy00iiii0w,,00G,�F '� ' Jam\ 1P �0 C� ;g7 v� R GISTERED Cl VIL ENGINEER w C 80507 M * Exp.3-31-17 CITY OF BAKERSFIELD Cl 1501 TRUXTUN A VENUE qTF BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DATE DESCRIP TION 1 // 271 / / ryO'(Q.(y$I YQ$' f�JJ� 1 Q73' (�) a�3w • I- We lJJL (a�J a$w (t.1w�►I tf (a 4-W) SECTION B -R -11- a$ (Ism) - I note 11. 1.0' (25mm) Dia. center hole 1 (15mm) pattern 0.125" (3mm) CLEANOUT high t All frames and covers shall be tested for accuracy�••-- 1now $" letters, 0.125" (3mm) 1.5" (401mm) self high asw(4amj 2.0" (50mm) pattern � w letters, 0.125" (3mm) high ! See Detail Ale ' 10.5" (0.27m) A the two castings SEWER � Notch lid to find pick hole �o•(Q�j 1.0" (25mm) pattern -T letters, 0.125" (3mm) high MANHOLE high. Location for Frome country of origin NO TES: provide o protective tooting. SEC TION A DETAIL "A" ryO'(Q.(y$I YQ$' f�JJ� 1 Q73' (�) a�3w • I- We lJJL (a�J a$w (t.1w�►I tf (a 4-W) SECTION B -R -11- a$ (Ism) - I note 11. 1.0' (25mm) Dia. center hole 1 (15mm) pattern 0.125" (3mm) CLEANOUT high t All frames and covers shall be tested for accuracy�••-- 1.0" (25mm) pattern letters, 0.125" (3mm) 1.5" (401mm) self high draining blind pick hole 2.0" (50mm) pattern Surfaces letters, 0.125" (3mm) high ! A 10.5" (0.27m) A the two castings SEWER Notch lid to find pick hole See note 11. 1.0" (25mm) pattern 1.0 (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high MANHOLE high. Location for Frome country of origin NO TES: provide o protective tooting. ryO'(Q.(y$I YQ$' f�JJ� 1 Q73' (�) a�3w • I- We lJJL (a�J a$w (t.1w�►I tf (a 4-W) SECTION B -R -11- a$ (Ism) - I note 11. 1.0' (25mm) Dia. center hole 1 (15mm) pattern 0.125" (3mm) CLEANOUT high t All frames and covers shall be tested for accuracy�••-- of fit and shall be marked in sets prior to delivery. I Machined Surfaces 2. The seals of frames and bearing faces of the covers sholl be machined for a smooth non -rocking fit between 10.5" (0.27m) the two castings Toper Cover J. Castings shall be thoroughly cleaned and dipped twice in o quick -drying, jet -block asphollic compound to Frome provide o protective tooting. 4. All frames and covers shall be gray cost iron Tree DETAIL "A" from warps cracks, holes swells and cold -shot, and shall hove a workmanlike finish. Highway loading should 9. The 2.0' (50mm) pattern letters on the manhole covers be HS 20-44. shall have one of the following designotionx DRAIN or SEWER 5. Costing shall conform to the provisions of the specifications 10• Assembly shall be designed for highway loading of HS 20-44, & groy-iraT costings serial designation ASTM. A-48 (latest revision), Class No. 308. 11. 2.0" x LO" (50mm x 25mm) diamond mot 0.125" (5mm) deep. FILENAME: SW-6REV 6. The name of the manufacturing company sholl be on the underside of the cover. 7. Manhole frame sholl weigh not less than 120 lbs. (50g) nor more than 250 lbs (113kg). The cover shall weigh not less than 120 lbs (50g) nor more than 200 lbs (91kg) APPROVED 8, Manhole covers sholl hove a self draining blind pick hole unless otherwise approved by the City Engineerr, CITY ENGINEE STANDARDS �11` / - / Cl T Y RECORD No. PAVEMENT REHABILITATION 2015-2016 RS TP: ASHE ROAD FROM MING AVE TO STOCKDALE HWY v f SHEET NO. 30F7 1 2 3 J Q z Q �i w w CD 0 w F- F- 0 - F - O J a_ 0 I I Q LO N N co LD 6 N 06 N Q Q W L c - I Ld L O Ljc- Q Q E d L 0 n Q U O Q / ry Q a E 0' O N Y O H H U) ctf (D I u c/D O N I u O N F— U w 3 O / �� CONSTRUCT/ON NOTES: 9® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. 0 CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. ®6 CON TRA C TOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. ®7 CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. ®8 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ®g MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS 10 CONTRACTOR SHALL MA TCH EXISTING PA VEMENT GRADE AND CURB REVEAL. TIE IN SHALL HA VE A 100 FEET TRANSITION TO NEW PA VEMENT ELEVA TION AND CURB REVEAL. 11 CONTRACTOR SHALL REL DCA TE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. zQ w rt t LEGEND: FULL DEPTH RECLAMA TION USING CEMENT 12" CEMENT TREA TED BASE IN AREAS INDICA TED ON THE PLANS. SEE SHEET 3 FOR SECTION DETAILS. GRIND ANO OVERLAY AREA: COL DPL ANE EXISTING PA VEMENT TO A DEPTH OF 0.20' THEN 0VERLA Y Wl TH 0.20' TYPE "A" H.M.A. MING A VE MING AVE OVERLAY AEA 0.20' TYPE "A" H.M.A. ' ' ' • MINOR CONCRETE CONSTRUCTION CURBS do GUTTERS, ACCESS RAMPS, CROSS GUTTERS, SIDEWALK SYMBOLS: STRIPING AND MARK/NG NOTES: INSTALL DETAIL 9 INSTALL DETAIL 22 INSTALL DETAIL 32 INSTALL DETAIL 38A INSTALL DETAIL 39 INSTALL DETAIL 39A INSTALL TYPE IV ARROW (L), 15SF INSTALL TYPE IV ARROW (R), 15SF NOT USED INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. INSTALL TYPE I ARROW AND BIKE LANE SYMBOL WITH PERSON, 21 SF. © ADJUST MONUMENT FRAME AND COVER no ADJUST MANHOLE FRAME AND COVER GAS VALVE TO BE ADJUSTED BY OTHERS GENERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 ALL STRIPING ANO PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED 2010. 3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS do GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCA TIONS ANO 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 OPERA TIONSS, 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. O N NLn CITY OF BAKERSFIELD, CALIFORNIA File Name. -St Imp Ashe For E-76 Drawn: GURJEET ANTAL PUBLIC WORKS DEPARTMENT Job No.: T6K208 Engineer. JOE CATALAN Date: Apr. 28, 16 Checked By.- LS S TONEPI NE CI R N. y/ta/l/v REGISTERED CI VI L EN GI NEER oof ESSIONq o� S1NGN C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD �P Ct �� 1501 TRUXTUN AVENUE 97F BAKERSFIELD CA 93301 OF CALF REV/S/ONS No. DA TE DESCRIP TION 31101 Nk'1=21 PAVEMENT REHABILITATION 2015-2016 RSTP: ASHE ROAD FROM MING AVE TO STOCKDALE HWY SCALE: 1 " = 40' CONSTRUCT/ON PLANS CITY RECORD No. x SHEE T NO. 4 OF 7 1 2 3 A, V ( \ zQ w rt t LEGEND: FULL DEPTH RECLAMA TION USING CEMENT 12" CEMENT TREA TED BASE IN AREAS INDICA TED ON THE PLANS. SEE SHEET 3 FOR SECTION DETAILS. GRIND ANO OVERLAY AREA: COL DPL ANE EXISTING PA VEMENT TO A DEPTH OF 0.20' THEN 0VERLA Y Wl TH 0.20' TYPE "A" H.M.A. MING A VE MING AVE OVERLAY AEA 0.20' TYPE "A" H.M.A. ' ' ' • MINOR CONCRETE CONSTRUCTION CURBS do GUTTERS, ACCESS RAMPS, CROSS GUTTERS, SIDEWALK SYMBOLS: STRIPING AND MARK/NG NOTES: INSTALL DETAIL 9 INSTALL DETAIL 22 INSTALL DETAIL 32 INSTALL DETAIL 38A INSTALL DETAIL 39 INSTALL DETAIL 39A INSTALL TYPE IV ARROW (L), 15SF INSTALL TYPE IV ARROW (R), 15SF NOT USED INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. INSTALL TYPE I ARROW AND BIKE LANE SYMBOL WITH PERSON, 21 SF. © ADJUST MONUMENT FRAME AND COVER no ADJUST MANHOLE FRAME AND COVER GAS VALVE TO BE ADJUSTED BY OTHERS GENERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 ALL STRIPING ANO PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED 2010. 3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS do GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCA TIONS ANO 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 OPERA TIONSS, 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. O N NLn CITY OF BAKERSFIELD, CALIFORNIA File Name. -St Imp Ashe For E-76 Drawn: GURJEET ANTAL PUBLIC WORKS DEPARTMENT Job No.: T6K208 Engineer. JOE CATALAN Date: Apr. 28, 16 Checked By.- LS S TONEPI NE CI R N. y/ta/l/v REGISTERED CI VI L EN GI NEER oof ESSIONq o� S1NGN C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD �P Ct �� 1501 TRUXTUN AVENUE 97F BAKERSFIELD CA 93301 OF CALF REV/S/ONS No. DA TE DESCRIP TION 31101 Nk'1=21 PAVEMENT REHABILITATION 2015-2016 RSTP: ASHE ROAD FROM MING AVE TO STOCKDALE HWY SCALE: 1 " = 40' CONSTRUCT/ON PLANS CITY RECORD No. x SHEE T NO. 4 OF 7 1 2 3 J Q z a vi w w CD m 0 w F -- O J a a1 3 I w O a� Q Q E U) m c a 0 0 Q U O a / 0 a) a a r - a) a) E Q) a n 0� O N Y F- U) I 0 N I u O N 1-11 U w 3 O ry n / m 11 CON TRACTOR SHALL REL OCA TE ROADSIDE SIGN TO A L OCA TION OUTSIDE OF THE PROPOSED RAMP. /'N / / / r-) \ // r— i A / r-1 /--) STRIPING AND MARK/NG NOTES INSTALL CONSTRUCT/ON NOTES 1® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. ®2 CONTRACTOR SHALL ADJUST MANHOLE TO NEIN PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY KITH BUY AMERICA REQUIREMENTS. ®3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®5 CON TRA C TOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. ®6 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. ®7 CON TRA C TOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. ®8 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ®g MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. 10 CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL. 11 CON TRACTOR SHALL REL OCA TE ROADSIDE SIGN TO A L OCA TION OUTSIDE OF THE PROPOSED RAMP. /'N / / / r-) \ // r— i A / r-1 /--) STRIPING AND MARK/NG NOTES INSTALL DETAIL 9 INSTALL DETAIL 22 INSTALL DETAIL 32 INSTALL DETAIL 38A INSTALL DETAIL 39 INSTALL DETAIL 39A INSTALL TYPE IV ARROW (L), 15SF INSTALL TYPE IV ARROW (R), 15SF NOT USED INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. INSTALL TYPE I ARROW AND BIKE LANE SYMBOL WITH PERSON, 21SF. 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 PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DATED 2010. 3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS do 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 OPERA TIONS. 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. LEGEND: FULL DEPTH RECLAMATION USING CEMENT, ,: OVERLAY AEA 12" CEMENT TREATED BASE IN AREAS INDICATED k 3` 0.20' TYPE "A" H.M.A. mm/./%� ON THE PLANS SEE SHEET 3 FOR SECTION DETAILS.. GRIND AND OVERLAY AREA: COL DPL ANE EXISTING PAVEMENT TO A DEPTH OF 0.20' THEN 0VERLA Y WITH 0.20' TYPE "A" H.M.A. ?,::�;:._;: ®'* •' MINOR CONCRETE CONSTRUCTION CURBS do GUTTERS, ACCESS RAMPS, io �® �°'=' �►: CROSS GUTTERS, SIDEWALK SYMBOLS= p ADJUST MONUMENT FRAME AND COVER p ADJUST MANHOLE FRAME AND COVER " GAS VALVE TO BE ADJUSTED BY OTHERS Ln CITY OF BAKERSFIELD, CALIFORNIA File Nome. St Imp Ashe For E-76 Drawn: GURJEET ANTAL PUBLIC WORKS DEPARTMENT Job No.: T6K206 Engineer: JOE CATALAN Date: Apr. 2B, 16 Checked By.• L SANDERS LN REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QRpFESS/ONq �0�Q sINCH o F � G ;T � ? C 80507 * Exp. 3-31-17 CIVIL�O��\P OF CA�� REVISIONS No. DA TE I DESCRIP TION ��� PA VEMENT REHABIL I TA TION 2015-2016 RS TP: ASHE ROAD FROM MING AVE TO STOCKDALE HIM' SCALE: I " = 40' CONSTRUCT/ON PLANS CITY RECORD No. ❑c SHEE T NO. 5OF7 1 2 3 a z a V5 F - w w 0 m 0 w F- F - O J a 0 n Q LO N 0 0 N as (N �L Q Q d V) L F - LD W L- 0 LLQ CQ E d d L Q U O d Q ry Q d Ind 00 O N Y cfl F- n F— V) ry ul 0 N u 0 N F— U w O Q' a. m STRIPING AND MARK/NG NOTES 0 CONSTRUCT/ON NOTES 1® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS. DETAIL 22 CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPLY WITH BUY AMERICA REQUIREMENTS ®5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ®6 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ®7 CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. ®8 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. lil MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. 10 CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. AND CURB REVEAL. INSTALL 11 CONTRACTOR SHALL REL OCA TE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. STRIPING AND MARK/NG NOTES 0 INSTALL DETAIL 9 O2 INSTALL DETAIL 22 O3 INSTALL DETAIL 32 0INSTALL DETAIL 38A 05 INSTALL DETAIL 39 O6 INSTALL DETAIL 39A O INSTALL TYPE IV ARROW (L), 15SF O INSTALL TYPE IV ARROW (R), 15SF O NOT USED 10 INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. 11 INSTALL TYPE I ARROW AND BIKE LANE SYMBOL WITH PERSON, 21SF. LEGEND: FULL DEPTH RECLAMATION USING CEMENT 12" CEMENT TREA TED BASE IN AREAS INDICA TED ON THE PLANS. SEE SHEET 3 FOR SECTION DETAILS. GRIND AND OVERLAY AREA: COLDPLANE EXISTING PAVEMENT TO A DEPTH OF 0.20' THEN OVERLAY WI TH 0.20' TYPE "A" H.M,LA. GENERAL NOTES 1 ACL U TILT T Y L OCA TIONS SHOWN ARE APPROX/MA TE ONL Y, ANO REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING 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, SIDEWALK, CURBS do 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 A T ALL TIMES DURING CONSTRUCTION OF THE PROJECT. SYMBOLS: OVERLAY AEA p ADJUST MONUMENT FRAME AND COVER 0.20' TYPE "A" H.M.A. OO ADJUST MANHOLE FRAME AND COVER MINOR CONCRETE CONSTRUCTION �V- GAS VA VE TO BE ADJUSTED BY OTHERS CURBS do GUTTERS, ACCESS RAMPS, CROSS GUTTERS, SIDEWALK CITY OF BAKERSFIELD, CALIFORNIA File Name. -St Imp Ashe For E-76 Drawn: GURJEET ANTAL PUBLIC WORKS DEPARTMENT Job No.: T6K208 Engineer: JOE CATALAN Date: Apr. 28, 16 Checked By.• L W � ZLd W(f) Z W JW Z� U Q w '00 t REGISTERED CIVIL ENGINEER QRpFESS/ON F� SINIGH q� 0 lgU-1 rri �r C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE qTF CIVi` BAKERSFIELD, CA 93309 OF CA��F REVISIONS No. DA TE I DESCRIP TION 171 // 271 / / PA VEMENT REHA BIL I TA TION 2015-2016 RS TP: ASHE ROAD FROM MING AVE TO STOCKDALE HWY SCALE: 1 " = 40' CONSTRUCT/ON PLANS Cl T Y RECORD No. SHEET NO. 6OF7 1 2 3 J Q z a vi w w cr 0 m 0 w F- F - O J CL 0 n U) 3 Lli O LlQ Q E V) m c - L 0 0 a U O Q 0 V) Q a a 0' 0 N V G_ H ry 0 N 0 N V) F— L) w 3 O / IVA LEGEND: FULL DEPTH RECLAMATION USING CEMENT 12" CEMENT TREA TED BASE IN AREAS INDICATED ON THE PLANS. SEE SHEET 3 FOR SECTION DETAILS GRIND AND OVERLAY AREA: COLDPLANE EXISTING PAVEMENT TO A DEPTH OF 0.20' THEN OVERLAY WITH 0.20' TYPE "A" H.M.A. OVERLAY AEA 0.20' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION • ::• CURBS do GUTTERS, ACCESS RAMPS, j ''. tl• ' e �� ' h: CROSS GUTTERS, SIDEWALK STRIPING AND MARK/NG NOTES INSTALL CONSTRUCT/ON NOTES ®1 CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. 22 CONTRACTOR SHALL ADJUST MANHOLE TO NEIN PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21 AND COMPLY WITH BUY AMERICA REQUIREMENTS. ®5 CON TRA C TOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. 06 CON TRA C TOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. 11 CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP ARBA. 08 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ®g MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. 10 CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVA TION AND CURB REVEAL. 11 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. LEGEND: FULL DEPTH RECLAMATION USING CEMENT 12" CEMENT TREA TED BASE IN AREAS INDICATED ON THE PLANS. SEE SHEET 3 FOR SECTION DETAILS GRIND AND OVERLAY AREA: COLDPLANE EXISTING PAVEMENT TO A DEPTH OF 0.20' THEN OVERLAY WITH 0.20' TYPE "A" H.M.A. OVERLAY AEA 0.20' TYPE "A" H.M.A. MINOR CONCRETE CONSTRUCTION • ::• CURBS do GUTTERS, ACCESS RAMPS, j ''. tl• ' e �� ' h: CROSS GUTTERS, SIDEWALK STRIPING AND MARK/NG NOTES INSTALL DETAIL 9 INSTALL DETAIL 22 INSTALL DETAIL 32 INSTALL DETAIL 38A INSTALL DETAIL 39 INSTALL DETAIL 39A INSTALL TYPE IV ARROW (L), 15SF INSTALL TYPE IV ARROW (R), 15SF NOT USED INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. INSTALL TYPE I ARROW AND BIKE LANE SYMBOL WITH PERSON, 21SF. SYMBOLS: p ADJUST MONUMENT FRAME AND COVER p ADJUST MANHOLE FRAME AND COVER GAS VA VE TO BE ADJUSTED BY OTHERS GENERAL NOTES 1 ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y 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, SIDEWALK, CURBS do GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCA TIONS ANO 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 OPERA TIONS. 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. STOCI-KDALE HWY CITY OF BAKERSF/ELD, CALIFORNIA D ESER T HILL S TO CKD A L E PUBLIC WORKS DEPARTMENT Name. -St Imp Ashe For E-76 Drown: GURJEET ANTAL i No.: T6K208 Engineer. JOE CATALAN te: Apr. 28, 16 Checked By.- LS HWY �N WO + 000 _0 0 z w GI S TERED CI VI L EN GI NEER QROFESS/pN 1 NGH o F rn C80507 * Exp. 3-31-17 CITY OF BA KERSFI EL D C1 vi� 1501 TRUXTUN AVENUE BAKERSFIELD CA 9,3,301 OF CAU�F REVISIONS No. DA TE I DESCRIP TION 17 // PAVEMENT REHABILITATION 2015-2016 RSTP: ASHE ROAD FROM MING AVE TO STOCKDALE HWY - mm SCALE I" = 40' CONSTRUCT/ON PLANS I i e CITY RECORD No. 107 SHEE T NO. 7 OF 7 1 2 3 File Name* St Imp Ashe Drawn: ✓OE CATALAN PAVEMENT REHABILITATION 2015-2016 RS TP: SHEET NO. CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T6K208 Engineer: JOE CATALAN Date: ✓un. 17, 16 Checked By.• LS ASHE ROAD FROM MING AVE TO STOCKDALE HWY 8 OF 9 0 1 2 3 E U) / V) 0) L 0 Q U 0 Q N� V) Q d C Q> d 00 O N Y F- U) co U) 0 N I u O N / U w O ry vi NOTES: OCONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, CONDUITS, FACILITIES, AND .VEGETATION. CONTRACTOR SHALL RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES, AND VEGETATION WITHIN THE MEDIAN ISLAND. O2 CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY ENGINEER, FOR EACH PHASE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THAN TWELVE (12) FEET IN WIDTH SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST AND OBTAIN APPROVAL FROM CITY ENGINEER TO CONSTRUCT MORE THAN ONE (1) PHASE ATA TIME. OCONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS PER THE CURRENT CALIFORNIA MUTCD, TO BE APPROVED BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEER. NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL AND DETOUR PLANS ARE APPROVED. ®CONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS, INTERSECTIONS, AND DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. OFINAL H.M.A. LIFT FOR FULL DEPTH RECLAMATION (WITH CEMENT TREATED BASE), GRIND & OVERLAY, AND OVERLAY AREAS SHALL BE DONE AS THE LAST PHASE OF PAVEMENT. ALL H.M.A. PAVEMENT JOINTS SHALL BE PLACED ON THE PROPOSED LANE LINES. SEE STRIPPING LAYOUT ON SHEETS 4 TO Z © IF CLOSURE IS NECESSARY, ONE ACCESS TO AND FROM STONEP/NE CIRCLE NORTH SHALL BE MAINTAINED. LEGEND= PHASE 1 COLDPLANE BIKE LANE AREAS . . . . . PHASE 2 FULL DEPTH RECLAMATION ON OUTER LANES, AND FIRST / ' i H.M.A. PHASE J — FULL DEPTH RECLAMATION ON INNER LANES, AND FIRST LIFT PHASE 4 — FINAL TYPE "A" H.M.A. LIFT FOR FULL DEPTH RECLAMATION, OVERLAY, GRIND do 0VERLA Y AREAS. 0 e.. SCALE: 1 " = 70' REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 No. DA TE 1 � � kA 2 QRpFESS/ONq s ► NGH cel F2 C 80507 * Exp.3-31-17 ��9TF C 1 V 1 OF CA�� REVISIONS DESCRIP TION Ln N S TOCKDALE H WY CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name- St Imp Ashe Job No.: T6K208 Date: Jun. 17, 16 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By. LS PAVEMENT REHABILITATION 2015-2016 RS TP: ASHE ROAD FROM MING AVE TO STOCKDALE HWY PHASING PLANS /7 Ll I 414yi L�E- No. ❑C SHEE T NO. 9OF9 1 2 3