Loading...
HomeMy WebLinkAbout6.1-1735 RevisedSHEE T 1 TI TL E SHEE T SHEET 2 SECTION DETAILS AND TRAFFIC LOOP LA YOU T SHEET 3 COB STANDARDS SHEET 4-8 CONS TRUC TION PLANS THE MONUMENT AT THE CENTERLINE IN TERSEC TION OF UNION A VE AND BRUNDA GE L ANE SHAL L BE USED A S THE BENCHMARK FOR THIS PROJECT. THE BENCHMARK SHALL BE ES TA BL I SHED USING U. S. G. S. DATUM NA VD 83. MONUMENT ELEVATION: 389.50' THE CENTERLINE OF BRUNDAGE LN. SHALL BE USED AS THE BASIS OF BEARING. CITY STANDARDS PER C.O.B. PROPOSED DESIGN MANUAL ST -7, ST -21, SW -2, SW -4, SW -6 2010 REVISED STANDARD PLAN: RSP A 88A AND RSP A 88B A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, A24E - - EA SEMEN T RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE CITY OF IR S I f DEPARTMENT OF PUBLIC WORKS I PAVEMENT REHA BIL I TA TION 2015=2016 RS TP BRUNDAGE LANE FROM UN/ON AVENUE TO WASHINGTON STREET ------- EXIST. CURB&GUTTER ------------- EXIST. A.C. FLOWLINE EXIST. EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS W EXIST WA TER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND WA TER VAL VE LINES FU TORE MONUMEN T G.M. ® POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND S TREE T LIGHT TV CABLES GAS VAL VE «� PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F.H. 1-01 MANHOLE A. FIRE HYDRANT -�- P.P. 14 l QUANTITIES I TEMS POWER POLE El M WATER METER (THERMOPLASTIC) — DETAIL 9 W.V. LF TRAFFIC STRIPING EXISTING MONUMEN T M WA TER VAL VE ❑o FU TORE MONUMEN T G.M. ® GA S ME TER S.3 L LF G.V. (THERMOPLASTIC) — DETAIL 29 S TREE T LIGHT LF GAS VAL VE «� S TREE T LIGHT W/MAST ARM 1,056 BENCHMARK C. 0. CLEAN OUT 01*- A U TO SCOPE © PRE- EMP TION DEVICE 3,576 FED PROD. NO. STPL 5709 (220) CITY PROD. NO. T6K209 NOT TO SCALE FINAL 14 l QUANTITIES I TEMS ESTIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 9 10,313 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 22 3,262 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 273 1,660 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 29 924 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 32 1,056 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 33 1,485 LF PA VEMEN T MARKINGS (THERMOPLASTIC) 3,576 - TRAFFIC DE TEC TOR LOOPS — TYPE D 27 EA TRAFFIC DE TEC TOR LOOPS — TYPE E 9$ EA FIRE HYDRANT MARKERS 35 EA 3 inn ,,,,,,"��µ .,,q,.,,,,1 �,.�.M �u�/,✓'//9// CALIFORNIA A VENUE - LOCA TION vu STOCKDALE HWY' BRUNDAGE LANE 4 LL T ............... MING AVENUE �e .5. NOT TO SCALE FINAL 14 l QUANTITIES I TEMS ESTIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 9 10,313 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 22 3,262 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 273 1,660 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 29 924 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 32 1,056 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 33 1,485 LF PA VEMEN T MARKINGS (THERMOPLASTIC) 3,576 SF TRAFFIC DE TEC TOR LOOPS — TYPE D 27 EA TRAFFIC DE TEC TOR LOOPS — TYPE E 9$ EA FIRE HYDRANT MARKERS 35 EA Job No.: T61<209 File Path: SAPROJ ECTS\2015-2016\1 5-16 RSTP\T6K209—Pavement Rehab Brundage Lane\AutoCAD Drawings File Name: St Imp Brundage (E-76 Submission without phasing plans).dwg N NO TE. - THE CON TRA C TOR MUST POSSESS THE FOLL O 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. PROJECT LENGTH. QRpfESS/pN� 2� 5 I N GH CO C5 ;T 7� � C 80507 * Exp.3-31-17 OF CAL\ 1.50 MILES O 9 2 3 I0s' O N Q Z 0 Z 0 2W J W 0 Z 4 O O N O N Z 0 Q m Z W W Z W 1 Z Q J Q a U w O m w F- 0 J O d - I I n 00 d- O �i O O N a) C 13 a a) 0) a c D L- m m CQ C V7 U) m C a L 0 0 Q U O Q c a J a� a D L m a a� m c a) aEi n/'a 0')I O N Y C9 V/ N�/ ry (D O N I U) O N U LL O IK a_ / r LIP FULL DEPTH RECLAMATION WITH CEMENT LANE 1 & 2 FULL DEPTH RECLAMATION WITH CEMENT LANE 1 & 2 4 . o d' ° e d• �° a .°•• .. I JP 6 FULL DEPTH RECLAMATION ON BRUNDAGE LN STA 10+45 TO STA 10+67 N.T.S. STA 13 + 77 TO STA 14 + 69 STA 17 + 79 TO STA 55 + 83 STA 57 + 17 TO STA 57 + 60 STA 62 + 35 TO STA 63 + 35 rL LIP EXISTING LIP /Z MEDIAN ISLAND 2— FULL TH DEPTH VARIES D(4'-21) FULL DEPTH �" •2. RECLAMATION WITH CEMENT RECLAMATION WITH CEMENT I LANE 1& 2 SEE PLAN LANE 1& 2 TI „ O ` r � •dam. • e FULL DEPTH RECLAMATION ON BRUNDAGE LN STA 10 + 67 TO STA 13 + 77 N. I. S. STA 14+69 TO STA 17+79 STA 57 + 60 TO STA 62 + 35 FL LIP LIP /Z _ EXISTING MEDIAN ISLAND FULL DEPTH RECONSTRUCT WDTH FULL DEPTH RECONSTRUCT € 1.0' HOT MIX ASPHALT TYPE A" VARIES (4'-21) 1.0' HOT MIX ASPHALT TYPE A' I LANE 1& 2 LANE 1& 2 SEE PLAN a up FULL DEPTH RECONSTRUCT ON BRUNDAGE LN STA 63 + 35 TO STA 66 + 42 NTS STA 67 + 33 TO STA 70 + 54 FL LIP LIP FL TWO-WAY FULL DEPTH RECONSTRUCT LEFT TURN FULL DEPTH RECONSTRUCT 1.0' HOT MIX ASPHALT TYPE A" LANE WIDTH 1.0' HOT MIX ASPHALT TYPE A' LANE 1 & 2 10,+/— LANE 1 & 2 SEE PLAN _ .... rO .. .0 , r isC1 ...n , �,3e�'.,_, 4�.�. .vh✓n m�...:. ,., .e .:.r..O FULL DEPTH RECONSTRUCT ON BRUNDAGE LN LEGEND: FULL DEPTH RECONSTRUCT AREA OF 1.0' TYPE "A" H.M.A. NATURAL GROUND COMPACTED TO 959' MAX RELATIVE DENSITY. FULL DEPTH RECLAMATION AREA 12" CEMENT TREATED BASE. EXISTING PAVEMENT SECTION. 0.33' TYPE "A" H.M.A. (2 LIFTS) OVER 12" CEMENT TREATED BASE. NOTES: OCROSS SLOPE SHALL BE AT LEAST 27o BUT SHALL NOT EXCEED 49 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. 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. 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 THE TWELVE (12) FEET IN WIDTH SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS. 4 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 Z 0 E RIGHT TURN THRU LANE LEFT TURN LANE LOOP DETECTOR 10' TYPE E LOOP DETECTOR 10' 15' �--- STOP BAR L OOP LAYOUT NOT TO SCALE NOTE: 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. Ki W A T 230' BEHIND STOP BARS N � N 25µ Z W m I ° tSJ BRUNDAGE LN AT COTTONWOOD RD NOT TO SCALE QRpFESS/ON �C.� I TYPE E ADVANCE 5 N G!y ��� �Q 0, Fy LOOP DETECTOR (THRU LANES) REGISTERED CIVIL ENGINEERC 80507rn Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE 1A CIV I BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCR/P TION 6/16/2016 ADDED TRAFFIC LOOP LAYOUT WITHIN CAL TRANS R/IN REVISED SHEET NUMBER 2 C A T 285' BEHIND -- STOP BARS � N IN BRUNDAGE LN AT LIGGETT ST / SR 58 ON-OFF RAMP NOT TO SCALE A T 230' BEHIND STOP BARS N §0 �-- A T 230' BEHIND - - STOP BARS 5J� N — 2/4 N 21, w FA 6J4L 6J4U A T 230' BEHIND STOP BARS N BRUNDAGE LN AT TYRES TOL/VER ST NOT TO SCALE SECTION DETAILS AND TRAFFIC LOOP LAYOUT STA 66 + 42 TO STA 67 + 33 N. TS STA 70 + 54 TO STA 90 + 03 BRUNDAGE LN AT MAD/SON ST NOT TO SCALE Cl T Y RECORD No. File Nome. -St Imp Brundage Drawn: GURJEET ANTAL PAVEMENT REHABILITATION: SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T6K209 Engineer: JOE CATALAN Date: Jun. 17, 16 Checked By.- L ,S BRUNDAGE LN FROM UNION AVE TO WASHINGTON ST 2 OF 10 O 1 2 3 Flowline Elevation at this point shall not be below elevation at other end of this return QVar. Expansion Joint Vor. ~ Street R/W Z Q Variable Expansion i h o Joint noporly �' ale �° ^� Flowline F- ' 4.0'(1.2m) Max. *' h�° G�° ofLLJ Gutter of pipe. sewers in a manhole vary in N 4 0Goss RAISED ISLAND N SLOPE PASSAWAY w h' A Concrete N +s li NO SEE NOTE 9 inside of wall and shape LO" (25mm) potters RESIDENTIAL NOTES. d0Wrw* transition channel between Shelf U 4.0 4.0' ' D D Dia. current edition. -�-- Flow 1*6 �\ O Shelf CUR RAMP, Flowline Expansion Joint SS 4. Al/ sewer manholes shall be lined with "T -Lock" or Where incoming and outgoing 4.69' (1.43m) (latest revision), Class No. 30B. of Gutter ' sewers in o manhole ore of MANHOLE a the some diameter the fop oro Colifornio, Department of Transportation , 6. Bearing soil shall be compacted to 95X Crossgutter Grade = 0.6%Min. 4.0' Dia. Max CURB (f.Zm) N adopted current edition, of maximum dry density os determined by 5. Concrete pod shall be cured with o white pigmented "A" ASU A.ST.M. D-1557 to a depth of P (0.3%) m ff curing compound as per section 90-7.018 of the standard L Q �'�� 2. Concrete for cross gutter shall be Goss below crossgutter and 1.0' (0.3m) to each saill Special specifications. Q STANDARD 6.0' (1.8m) CROSS GUTTER Li soli oro .� SECTION S -S of the Standard Specificotiols I~- Shelf slope is 8.33X ' Staeobrd Caab AW& m Rafm >` SECTION A 7. Concrete shall contain no additives unless O CITY OF BAKERSFIELD iS /o be dw (son) arms offiarin L_ +0 See note directions oboes 0- bf ciy [ for grey-/roi costings, serial designation ASTM. A48, class no. 30B it °pill City Engineer. 8 Concrete shall be cured with o white 4.0 Min. Vor. Expansion Joint d Var. Civ II) PUBLIC WORKS DEPARTMENT 2.0' Dia. F Dry Pockec 1 Street R/W Variable i F pili ij1T PUBLIC WORKS DEPARTMENT 3. All frames and covers shall be tough, grey cost iron free � (0.6m) nn� Expansion II 10.875" (0.28m) �o• �° Flowline from warps, crocks; swell. and cold sheet, and shall have a Joint iL¢ � � c ale _ _ -- _ 4.0' 1.2m ( �Y• See standard EW L m SECTION A -A Gutter 2.0' (0.6m) Square i 9 ) ♦ I drawing SW -6 machined for o smooth, non -rocking lit between the two costings Edge Pick Hole Sowcut O or L.S Number. -• F/ow a -T ' for frame and Flowline E Expansion Joint l0" (25mm) Letters O- of Gutter Crossgutter Grade = 0.6.2' Min. cover details preparation of asphalt or coal for and oil applied of 3000 F 0.5" 0.375" Diamond 0.25' (5mm) Hign -� a E '' •; ,%, ' ''* •� j' N '' .�' ' ' Y6. Curb Expansion Joint Property Line Outlet ' 4.0'(1.2m) Max. *' - 4.5' (1.4m) Min. - 0.625 (16mm) of pipe. sewers in a manhole vary in N 4 0Goss RAISED ISLAND N SLOPE PASSAWAY o a h' A Concrete Outlet STANDARD 12 0' P 7m) CROSS GUTTER Where incoming and outgoing 0.625 (16mm) of pipe. sewers in a manhole vary in SIDEWALK o size, extend lower halves of RAISED ISLAND N SLOPE PASSAWAY STANDARD sewers 8.0" (0.2m) beyond 3 Pre cost reinforced manhole sections shall be constructed N +s li NO SEE NOTE 9 inside of wall and shape LO" (25mm) potters RESIDENTIAL NOTES. d0Wrw* transition channel between Shelf U 4.0 4.0' ' D D Dia. current edition. ends of lower halves of pipes 1. All work shall conform to the applicable 5. All Crossgutter locations and sizes ore �\ LK Shelf CUR RAMP, N sections o/ the specifications entitled to be approved by the City Engineer. SS 4. Al/ sewer manholes shall be lined with "T -Lock" or Where incoming and outgoing 4.69' (1.43m) (latest revision), Class No. 30B. Sf,ndard Specifications; State of ' sewers in o manhole ore of MANHOLE a the some diameter the fop oro Colifornio, Department of Transportation , 6. Bearing soil shall be compacted to 95X _ _ L.°r _ _ half of pipe shall only be I removed between walls and Inlet V the broken edges shall be plastered smooth with cement mortar. PLAIN AT BOTTOM PLAN AT SURFACE P.C.C. slab not to be poured until R=0.5" paving is in place. Slob and lid (12mm) to be 0.125" to 0.15" (3mm to 6mm) below new finished paving. 2.0' Min. (50mm) 8.0 Min. (0.2m) NA NO TES: A h o o 2.• 1 Mortar, " �' 1. All work shall conform to the applicable sections of the Dry Packed specifications entitled "Standard Specificotiong State of 2.0' Min. Colifornio, Deportment of Transportation, approved ..6m current edition. Curb 2. All unlined manhole pints shall be filled with Kent Expansion Joint seal or opproved block mastic equal. Inside of manholes must be mortared and neatly raked or wiped on inside lei STANDARD 12 0' P 7m) CROSS GUTTER go° 0.625 (16mm) of pipe. o SIDEWALK -1 (230mm) RAISED ISLAND N SLOPE PASSAWAY STANDARD 01111" 3 Pre cost reinforced manhole sections shall be constructed N +s li NO SEE NOTE 9 in accordance with the provisions of ASTM C-478, LO" (25mm) potters RESIDENTIAL NOTES. d0Wrw* 0 country of origin SEE N07E 3 current edition. 0 1. All work shall conform to the applicable 5. All Crossgutter locations and sizes ore �\ LK QO° f 0° CUR RAMP, N sections o/ the specifications entitled to be approved by the City Engineer. SS 4. Al/ sewer manholes shall be lined with "T -Lock" or GX Mos 4.69' (1.43m) (latest revision), Class No. 30B. Sf,ndard Specifications; State of ��ILI MANHOLE a approved equal. oro Colifornio, Department of Transportation , 6. Bearing soil shall be compacted to 95X A 91 4•.2 AT 4.0' Dia. Max CURB (f.Zm) N adopted current edition, of maximum dry density os determined by 5. Concrete pod shall be cured with o white pigmented "A" ASU A.ST.M. D-1557 to a depth of P (0.3%) LLJ ff curing compound as per section 90-7.018 of the standard L Q �'�� 2. Concrete for cross gutter shall be Goss below crossgutter and 1.0' (0.3m) to each saill Special specifications. Q I'(2� A' and shall conform to the requirements side of the crossgutter soli oro .� SECTION S -S of the Standard Specificotiols CITY OF BAKERSFIELD Shelf slope is 8.33X 6. See standard drawing SW -6 for /came, cover, and 9 >` SECTION A 7. Concrete shall contain no additives unless 9.0% FRONT AT CITY OF BAKERSFIELD drop manhole details L_ +0 3. Expansion joints shall be constructed prior approval is obtained from City Engineer every 30' (9.Om) or os directed by the fir' y Min 3 7. All channels shall be smooth finished with sleet trowel. for grey-/roi costings, serial designation ASTM. A48, class no. 30B it °pill City Engineer. 8 Concrete shall be cured with o white 4.0 Min. Shelf shall be broom finished for slip resistance. -C YO° �� pigmented curing compound complying to l (0. im) tJ .SOW ��31sRJ 4. Concrete shall be class "A " and slump section 90-7.018 o1 the std. specifications o 0 / shall be within 2.5" (65%m) to 4.5" (0. 11m) • SQ-� � / Class 'A* C i4,i9vi�C: 5® -ease 0f19i a kr- go° 0.625 (16mm) STANDARD o SIDEWALK -1 (230mm) RAISED ISLAND 10.75" (0.27m) SLOPE PASSAWAY STANDARD 01111" _0 N +s 0.375' (10mm) SEE NOTE 9 �' LO" (25mm) potters RESIDENTIAL NOTES. high. Location for 0 country of origin SEE N07E 3 4. All frames and covers shall be gray cost iron, free XU �\ LK QO° f 0° CUR RAMP, � T 1 SS a siA® scm GX Mos 4.69' (1.43m) (latest revision), Class No. 30B. specifications entitled 'Standard Specifications, Stole of California, Deportment of Transportation" approved current ��ILI MANHOLE a �e�d A 91 4•.2 AT GURTOTERS Max CURB DETECTABLE CASE A "A" "` OLT LLJ 0.25 (6mm) 9.5" (0.24m) SWAIMQ& Jp saill Special -Xi pBeaoee® g SEE NOTE 2 soli oro .� SECTION S -S CITY OF BAKERSFIELD ST- 7 Aggregate SECTION 9.0% FRONT AT CITY OF BAKERSFIELD a O EDGE OF fir' y Min 3 CALIFORNIA for grey-/roi costings, serial designation ASTM. A48, class no. 30B (Calcareous) 2.' 1 Mortar, CALIFORNIA SUN_ 2 d Civ II) PUBLIC WORKS DEPARTMENT 2.0' Dia. F Dry Pockec pili ij1T PUBLIC WORKS DEPARTMENT 3. All frames and covers shall be tough, grey cost iron free � (0.6m) nn� P.C.C. slob not to be poured until paving Note.' PCC Slob not to be placed until � 10.875" (0.28m) A from warps, crocks; swell. and cold sheet, and shall have a � c is in lace. Slob and lid to be 0.125" to paving is in place.- P _ _ -- _ 4.0' 1.2m ( -1 See standard EW L m SECTION A -A 0.25" (3mm to 7mm) below new poving 2.0' (0.6m) Square A.C. Paving 9 ) ♦ I drawing SW -6 machined for o smooth, non -rocking lit between the two costings Edge Pick Hole Sowcut O or L.S Number. SURFACE, SEE NOTE 2 B a -T ' for frame and CL E (Optional) l0" (25mm) Letters .•' I cover details preparation of asphalt or coal for and oil applied of 3000 F 0.5" 0.375" Diamond 0.25' (5mm) Hign -� a E '' •; ,%, ' ''* •� j' to form a firm and tenacious seal. '' .�' ' ' Y6. I 4.0' Dia. (n x Mol, (12mm x 9mm) o �: •t; o The upper portions of incoming r /10" / 0.125 (3mm) Deep �, , .,: ,r; °' ' (010, N and outgoing sewers shall be complying with section 90-7.018 of the Standard Specificat/ons U) • 6.0' (0.15%) Dia. �� •; • c' removed and the broken edges ' A A 8 The surface shall be finished to grade, troweled smooth, and , ,1 ' r---•-1 • •: ° Q0 r. shall be plastered smooth with I 3 1 MONUMEN 2.0' (50mm) ` • :. • ' 'r "'° I Goss A' cement mortar. 9. All concrete used sho!! be Class A" % o ;i Top o! R . %' .' : , • :� Building paper or 0.125" (3mm) f0. The name of the manufacturing company shall be on the Concrete / / C)BKSF * Monument � '• •' s• : ��� Plastic in pints �':•::''` ;: J o,/ L _ J U 0.5' (12mm) Hole :' _ _ _ _ r _ _ ", 4.0' Dia. `_ / N Disk shall be Leitz :12' •. • .. •,. 11. Pipe casing shot! be 10" (025m) ID. steel, A.B.S, or as � / I No 8134-13 or :3 0.75" (21knm) Letters Pipe Casing (0.3m) Did. ' Class I opproved equal N Q 0.125' (3mm) High 2.0' (0.6m) Square 0.438" x 2.0' Shank 50%m) w rRAN!": 111_21XV 5.67' (1.7m) STANDARD Sax / (11mm x PLAN Concrete Pad TOP iI/EW Note: P.C.C. slob not to be am" - C) copoured SURVEY until paving is in place. MANHOLE SECTION LJ O ,0.438"L_ a Existing curb and sidewalk 12.125 (0.3m) 0.625 (16mm) SECTION THRU MONUMENT o SIDEWALK -1 0.06' (2mm) RAISED ISLAND 10.75" (0.27m) SLOPE PASSAWAY SLOPE PASSAGEWAY TO DRAIN 1.5XGEMax rill N +s 0.375' (10mm) SEE NOTE 9 875" 9. 0.25m () LO" (25mm) potters 0.75' (19mm) NOTES. high. Location for 0 country of origin SEE N07E 3 4. All frames and covers shall be gray cost iron, free DE TAIL "A" L All work shall conform to the applicable sections of the LK shall have o workmanlike finish. Highway loading should CUR RAMP, � T 1 5. Costing shall conform to the provisions of the specificotions 1.625 4 m) GX Mos (latest revision), Class No. 30B. specifications entitled 'Standard Specifications, Stole of California, Deportment of Transportation" approved current ��ILI AT CURB I SEE NOTE 7 A 91 4•.2 AT Max CURB DETECTABLE CASE A �•.p m 0.25 (6mm) 9.5" (0.24m) 1.SX Jp edition, and the following general notes -Xi Lr g SEE NOTE 2 sal it/ GSEE NOTE 9 SIDEWALK 0 2. Castings shall conform to the provisions of the specifications o 9.0% FRONT AT Max CURB a EDGE OF fir' y Min 3 `o for grey-/roi costings, serial designation ASTM. A48, class no. 30B \ 2.' 1 Mortar, 0.375" (lOmm) 10.125" (0.26m) 2.0' Dia. F Dry Pockec 3. All frames and covers shall be tough, grey cost iron free (0.6m) nn� � 10.875" (0.28m) A from warps, crocks; swell. and cold sheet, and shall have a r• �F c workmanlike fnish. TYPE A PASSAGEWAY EW SECTION A -A RAISED ISLAND 4. The seats of frames and bearing /aces o1 the covers shall be 9 > Stamp Disk with R.C.E. machined for o smooth, non -rocking lit between the two costings O or L.S Number. SURFACE, SEE NOTE 2 B a -T CL 5. Casting shall be thoroughly cleaned and dipped twice in a I Concave depression for preparation of asphalt or coal for and oil applied of 3000 F 0) O Surveying purposes to form a firm and tenacious seal. Y6. Concrete shall contain no additives unless prior written approval 4.0' Dia. is obtained from the City Engineer.(1.2m) /10" 7. Concrete shall be cured with a white pigmented curing compound (010, complying with section 90-7.018 of the Standard Specificat/ons U) 8 The surface shall be finished to grade, troweled smooth, and Q0 given a fight broom finish ' 1 2.0' (50mm) I 9. All concrete used sho!! be Class A" % 0.125" (3mm) f0. The name of the manufacturing company shall be on the o E underside of the cover. O `_ / N Disk shall be Leitz Disk and Stem to be 11. Pipe casing shot! be 10" (025m) ID. steel, A.B.S, or as � / I No 8134-13 or cost together of Bronze directed by the City Engineer. Class I opproved equal N Concrete L0 O N 0.438" x 2.0' Shank 50%m) w rRAN!": 111_21XV 5.67' (1.7m) STANDARD Sax V) (11mm x am" - C) SURVEY i, ales a sum MANHOLE SECTION LJ O ,0.438"L_ aDDooM MONUMENT , ar�4s s>ac9 war n (11mm) CITY OF BAKERSFIELD ST -21 / DOME HEAD DISK DETAIL CALIFORNIA (n CftgMRCP PUBLIC WORKS DEPARTMENT CITY OF BA KERSF/EL D, CALIFORNIA SECTION NO TES: L All work shall conform to the applicable sections of the specifications entitled "Standard Specificotions; State of California, Department of Transportation: approved current edition. Pipe Diameter 2 Mortar shall consist of one port Portland Cement Varies and two ports of clean, well graded sand. 3. Joints shall be filled with mortar and neatly cleaned or wiped on inside o1 pipe. 4. Pre cast reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-47$ current edition. 5. Eccentric side should be installed in the upstream direction of the main line whenever possible or as directed by the City Engineer. 6. All transitions between pipe inverts shall be o smooth Propped surface. SR1-411tv Gutta not shown Existing curb and sidewalk CURB RAMP• WARNING SURFACE, ,.51( i-1 0 SIDEWALK IF SECTION A -A RAISED ISLAND 0 SLOPE PASSAWAY SLOPE PASSAGEWAY TO DRAIN 1.5XGEMax rill NI I e SEE NOTE 9 "7T. a, LO" (25mm) potters SEE NOTE 3e Ix -- _V high. Location for country of origin SEE N07E 3 4. All frames and covers shall be gray cost iron, free DE TAIL "A" from warps; crocks; holes, swells and cold -shot, and LK shall have o workmanlike finish. Highway loading should CUR RAMP, be HS 20-44. \FFRONTF 5. Costing shall conform to the provisions of the specificotions 10. Assembly shall be designed for highway loading o1 HS 20-44. GX Mos (latest revision), Class No. 30B. 11. 2.0' x 1.0' (50mm x 25mm) diamond mot 0.125' (Smm) deep. SEE NOTE 7 AT CURB I SEE NOTE 7 A 91 4•.2 AT Max CURB DETECTABLE CASE A �•.p WARNING SURFACE, 1.SX Jp SIDEWALK x g SEE NOTE 2 sal it/ GSEE NOTE 9 SIDEWALK 3 9.0% FRONT AT Max CURB EDGE OF fir' y Min 3 SIDEWALK , CASE D Y 7.5XI SIDEWALK T� C RETAINING CURB IF NECESSARY•AT EDGE OF SIDEWALK ,C.) SEE NOTE 9 r`ACC' r 0.45' Min AND 0.4Y Mos Dia ^i h 0.9* Min AN BASE Dio Sim SIDEWALK O m RAISED TRUNCATED DOME NOTES- on, OTES: 1. As site condition dictate, Cole A tMwy� Coee G curb romps mo be used la earner (nstoiotroas amdar to those shoes m Detail A anal Deto: B. The cove of curb ramip»s used in Detoi A do not have to DEWALK be the some. Case A through Case C curb romps also may be used of IV Mid block locations, as site conditions dictate. 0 Max 2. If distance from curb to bock of sidewast is too short to O CUR accommodate sidrlncamp and «4'-Y Wong t� Wy° tx,�Ca sa""B. w Cf « A• EDGE may be widened osay sein Cosec p EDGE OF 9DEWALK 3, When ramp is located in center of curb return, crosswalk (1•I eanliqurotion must be similar to that shown for Detail B. C 4. As site condU«n diolole, the retaining curb side and the flared V% SI of the Cmc G romp shall be constructed in reversed position. M 0 5• If located an o curve, the sides of the romp nled not be parallel, but the minimum width of the romp shall be 4 -2'. (n OTE 9 B. � 8 a of romp flaree varyy unitarmly from o maximum of 9AX at --j curb to canlorm with longntud'me sxlewdIt slope adjacent to top of D the ramp, except in Case C and Coee F. Z 7. Transitions tram ram and landing to walks, gutters or streets 0 shall be rash (rro Wand free of abrupt changes. D & Counter slopm of od)oining gutters and roan surfanee knmadwtely �1 adjacent to and within 24 riches of the dub romp ahalI nal 4,e Q steeper man 1:2q $ Guttw pan Mope shoo not exceed 1 of depth 1« each 2 - 0 'vrid,,. 9. Curb romps ahai nova q deleetoWe Vg sarfoee that extends I- lhe lull ridih and 3'-0 depM of the ramp. A 4'-O' wide detectable SECTION A -A w«^lo9 surtax may be used an o 4'-2 wide curb ramp. Detectable D Warning Surfaces shot pinfarm to the requirements in the Standard z �U Spaeificotiana. l .row ,uc RETAINING CURB rn Gnw.sv ..,.w ....... ,www.... M� ..-" .- :-.-.-..- '71 ASE E WHERE A FLARED SIDE OCCURS PROVIDE 2'-O' Min OF CUR - TOP�RZNDEDm y boxes, manholes, vaults and ail other utility1� faniitieef '' 17 1l n the boundarim of the coin romp oil be relocated « gr y prior to. or in conjunction with,D ca�mo const/ tionse own« Mm .SX Mm Oo 3a 8 ~ 12. Deleclaole warning surface may hove to W cul to aliow removal of RgyP & G E NOTE 8 utility covers while mainloinnq lull delectable warning width OD oar' s SECTION B -B and depth D If SIDEWALK y� .F/ g Depress entire sidewalk m required W �� RETAINING CUR LpNO�f' 4 o CUTTER IF NECESSARY Zr Min AND N2.4"TE Max .,r! C. 0 carr 3 FLOWLINE SPACING CENTER TO CENTER 0 00 SIDEWALK �7/ �,>. t.SX Max ----, -. RAISED TRUNCATED DOME PATTERN (IN-LINE) •90 NOTE B DETECTABLE WARNING SURFACE 1t . I SECTION C -C See Note 9 WHEREA FLARED I- LIMIT OF PAY SIDE OCCURS CROSSWALK IF PROVIDED PROVIDE 2'-0' 4'- ' Mn STATE OF CALIFORNIA CROSSWALK IF PRO Min OF CURB ROUNDED DEPARTMENT OF TRANSPORTATION TAI A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 Gutter not shown IF NECESSARY, CONSTRUCT RETAINING CUR AT EDGE OF SIDEWALK DETECTABLE Existing curb and sidewalk CURB RAMP• WARNING SURFACE, ^ Br) SEE NOTE 7 SEE NOTE 2 IF SECTION A -A RAISED ISLAND 10.5" (0.27m) SLOPE PASSAWAY SLOPE PASSAGEWAY TO DRAIN 1.5XGEMax rill NI I W DRAIN 1.5X Mm B LO" (25mm) potters SEE NOTE 3e Ix -- _V high. Location for country of origin SEE N07E 3 -t CURB RAMP DETAILS DETAILB __T NO SCALE TYPICAL ONE -RAMP NOTE B RSP ARBA DATED JULY 3 2015 SUPERSEDES RSP ARBA DATED MARCH 21, 2014 AND RSP ARBA DATED JULY 19, 2013 AND STANDARD PLAN ARBA DATED MAY 20, 2011 - CORNER INSTALLATION RETROFIT PAY LIMITS PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010 See Notes 1 and 3 Existing curb and sidewalk i REV -•�---1.5X Max high SEE NOTE 3 IF SECTION A -A RAISED ISLAND 10.5" (0.27m) SLOPE PASSAWAY SLOPE PASSAGEWAY TO DRAIN 1.5XGEMax rill CUR RAMP, til• TO DRAIN 1.5X Mm B LO" (25mm) potters l0" (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high ibVAINM high. Location for country of origin SEE N07E 3 4. All frames and covers shall be gray cost iron, free DE TAIL "A" from warps; crocks; holes, swells and cold -shot, and shall have o workmanlike finish. Highway loading should CUR RAMP, be HS 20-44. shall have one of the following designations' DRAIN or SEWER 5. Costing shall conform to the provisions of the specificotions 10. Assembly shall be designed for highway loading o1 HS 20-44. CUR RAMP, (latest revision), Class No. 30B. 11. 2.0' x 1.0' (50mm x 25mm) diamond mot 0.125' (Smm) deep. SEE NOTE 7 r . I SEE NOTE 7 SEE NOTE 3 DETECTABLE WARNING SURFACE, g SEE NOTE 2 SIDEWALK 3 o fir' y Min 3 W � A RAISED ISLAND TYPE A PASSAGEWAY RAISED ISLAND Mn SEE NOTE 3 DETECTABLE WARNING RAM SEE NOTE 7 SURFACE, SEE NOTE 2 B a -T SEE NOTE 3 � ry4• 3Py � ro •lR' CURB RAMP, �} ve 19 SEE NOTE 7 3` 3 s A4 V/ i n7' ar TYPE B PASSAGEWAY -SEE NOTE 3 i CLEAR PASSAGEWAY 4'-2' C SURFACE OF > Min Typ RAISED ISLAND iB -•�---1.5X Max high SEE NOTE 3 M- SECTION A -A �P 10.5" (0.27m) SLOPE PASSAWAY A TO DRAIN 1.5XGEMax rill CUR RAMP, til• Cowes SEE NOTE 7d' See note 11. LO" (25mm) potters TYPE B PASSAGEWAY TYPE C PASSAGEWAY RETAINING CUR IF NECESSARY CUTTER FLOWLINE CLEAR PASSAGEWAY 4'-2' C SURFACE OF > Min Typ RAISED ISLAND iB -•�---1.5X Max high SEE NOTE 7 RETAINING CUR1 SECTION A -A SECTION B -B STANDARD ON" ;a asm MANHOLESNW TYPE "B" "ad ns fiQii tip CITY OF BAKERSFIELD SW -4 Civ PUBLIC WORKS DEPARTMENT File Name., St Imp Brundc PUBLIC WORKS DEPARTMENT Job No.: T6K209 Date: Apr. 28, 16 - 0,o wn: GURJEET AN TAL Engineer: JOE CA TALAN Checked By. LS P109E5: 1. Sidewalk. romp and passageway lhioknem 'r, shall be 31" minimum. 2. For details of detectable warning surfaces, see Revised Standard Pion RSP ARBA. 3. Where an Wand pose aerwly �engtn is geoter loan a equal to W-0'. but less than W conn detsctoale warring surface shall extend the full width and 2'-0' depth o1 the '0.",a way long% Where an island possogewoy length is greeter than «equal to 8.2,Y, each delectable warnsq surface shall extend the lull width and 3'-0' depth of the mMan%A W-0' wide delectable warning surface 4'-2' wide Mand possogewoy. 4. Transitions from romps to walks, gutters or streets shall be ffush (no 1.0) and free of abrupt changes. S. utiilyy pun tones, manholes, vaults and of other utility laeil',es within the boundaries of the curb romp will be rNocoted or adjusted to grade Dy the oweer prior to or in conjunction with. curb romp construction. 6. Delectable warning surface may hove to be cut to allow removal of utility covers while maintaining full delectable warning width and depth. 7. For additional curb romp detois, we Revised Standard Plan RSP AWA. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP AND ISLAND PASSAGEWAY DETAILS NO SCALE RSP A88B DATED JULY 3, 2015 SUPERSEDES RSP A88B DATED MARCH 21, 2014 A RSP ABBE DATED JULY 19, 2013 AND STANDARD PIAN ABBB DATED MAY 20, 2011 PAGE 122 OF THE STANDAR PLANS BOOK DATED 2010. REVISED STANDARD PLAN RSP A88B QRpFESS/ONq SINGHo�F Q\ c �� Z ��.6 ° F E lSTERED Cl VIL ENGINEER z 1 C 80507 * Exp.3-31-17 CITY OF BAKERSFIELD J� XP 1501 TRUX TUN AVENUE qTF CtVl\, BAKERSFIELD, CA 93301 OF CAQ REVISIONS No. DA TE DESCRIP TION 1 / / 27 26.25" (0.67m) A 25.25" (0.64m) 15 (40mm) a h 1.375" l 1 (35mm) See Detail "A" 011 20' (0.6m) Clear Opening ;� E 32.5" SECTION A -A 1.0' (0.3m) 10.5" (0.27m) 0.75" (20mm) 0.625" (15mm) 3.0' h (75mm) " 10- (0.25m) Clear Opening 0.5" Omni) l7' (0.43m) FaX�ii7•..f II7 -ewl �_ 0.5" (fSmm) note 11. 1.0" (25mm) Did. center hole n (15mm) pattern 0.125 (3mm) high CLEANOUT 1. All frames and covers shall be tested for accuracy 1.0' (25mm) pattern letters, 0.125" (3mm) 1.5" (40mm) self high draining blind pick hole 2.0" (50mm) pattern Surfaces letters, 0.125" (3mm) 10.5" (0.27m) high t A A Toper SEWER Cowes Notch lid to And pick hole See note 11. LO" (25mm) potters l0" (25mm) pattern letters, 0.125" (5mm) letters, 0.125" (3mm) high ibVAINM high. Location for country of origin NO TES: 1.0' (0.3m) 10.5" (0.27m) 0.75" (20mm) 0.625" (15mm) 3.0' h (75mm) " 10- (0.25m) Clear Opening 0.5" Omni) l7' (0.43m) FaX�ii7•..f II7 -ewl �_ 0.5" (fSmm) note 11. 1.0" (25mm) Did. center hole n (15mm) pattern 0.125 (3mm) high CLEANOUT 1. All frames and covers shall be tested for accuracy 1/32' (lmm) -ew] of fit and shall be marked in sets prior to delivery. Machined 2. The seats of frames and bearing faces of the covers Surfaces shall be machined for a smooth non -rocking fit between 10.5" (0.27m) the two castings Toper Cowes J. Castings shall be thoroughly cleaned and dipped twice in o quick -drying, yet -black asphaltic compound to Frame provide a protective coating. 4. All frames and covers shall be gray cost iron, free DE TAIL "A" from warps; crocks; holes, swells and cold -shot, and shall have o workmanlike finish. Highway loading should 9. The 2.0" (50mm) pottem letters on the monhote covers be HS 20-44. shall have one of the following designations' DRAIN or SEWER 5. Costing shall conform to the provisions of the specificotions 10. Assembly shall be designed for highway loading o1 HS 20-44. for gror-iron costings, serial designation ASTM.A-48 (latest revision), Class No. 30B. 11. 2.0' x 1.0' (50mm x 25mm) diamond mot 0.125' (Smm) deep. Y4 DIenI1fE: SP16I 6. The name of the manufacturing compony shall be on the underside of the cover. 7. Manhole frame shall weigh not less than 120 lbs (54kg) nor more than 250 lbs (113kg). The cover shall weigh not less than 120 lbs (50g) nor more than 200 lbs. (94g). 8. Manhole covers shall hove a self draining blind pick hole unless otherwise approved by the City Engineer. tali tl� PAVEMENT REHABILITATION: BRUNDAGE LN FROM UNION AVE TO WASHINGTON ST STANDARDS CITY RECORD No. SHEET NO. 3 OF-•�-� p O 1 2 3 J Q z Q vi W W 3 0 m 0 W F— F- 0 — F- O J 0 I I I W 0 m E cn C L 0 Q U O Q N c- 0 O J O 0) O C m 0 O N Y O 0_ H co LO O N I 0 N U) I— U W O / m CONSTRUCT/ON NOTES: 1® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW 2 OR SW- 4 AND COMPL Y WI TH "BUY AMERICA " REQUIREMENTS. CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. ANO COMPL Y W1 TH "BU Y AMERICA " REQUIREMEN TS 4® CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ARBA ®5 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP ARBA El CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ABBB ®7 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ®8 MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS ®g CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HA VE A 100 FEET TRANSI TION TO NEW PA VEMENT ELEVA TION AND CURB REVEAL. 10 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. 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 UT/LI TIES IN THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STR/P/NG ANO 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 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 OPERATIONS. 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. LEGEND: FULL DEPTH RECLAMA TION (FDR) USING 1.0' CEMENT TREA TED BASE SEE SHEET 2 FOR SECTION DETAILS. -� �:*: ` •' MINOR CONCRETE CONSTRUCTION r •" '• `.,i ; $ '_•, CURBS & GUTTERS ACCESS RAMPS :x `fir{# •'y' CROSS GUTTERS AN ' ' E S D SIDEWALK. UNION A VE L I GGE T ST STRIP/NG AND MARK/NG NOTES: 1U INSTALL DETAIL 9 02 INSTALL DETAIL 21 O3 INSTALL DETAIL 27B OINSTALL DETAIL 28 05 INSTALL DETAIL Jl OINSTALL DETAIL JBA O INSTALL TYPE IV ARROW (L). 15SF INSTALL TYPE IV ARROW (R), 15SF O INSTALL TYPE I ARROW 14SF 10 INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. GINSTALL RAILROAD CROSSING SYMBOL, 70SF FULL DEPTH RECONSTRUCT AREA USING 1.0' HOT MIX ASPHALT TYPE "A" SEE SHEET 2 FOR SECTION DETAILS CONSTRUCTION WI THIN STATE RIGHT OF WAY SYMBOLS: g ADJUST MONUMENT FRAME AND COVER p ADJUST MANHOLE FRAME AND COVER WA TER VA VE TO BE ADJUSTED BY OTHERS `, GAS VALVE TO BE ADJUSTED BY OTHERS zQ W rt 1 0 N NLf) CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name- St Imp Brundc Job No.: T6K209 Date: Apr. 28, 16 -76) Drawn: ES/GA Engineer: JCA TALAN Checked By.- LS REGIS TERED Cl V/L ENGINEER OO ESSlpN i NGh cl) C-5 2T �� W C 80507 x * Exp. 3-31-17 CITY OF BAKERSFIELD �Q 1501 TRUXTUN AVENUE qTF CIVIL OF CA� BAKERSFIELD, CA 93301 �F REVISIONS No. DATE I DESCR/P TION TSI m SCALE: I" = 40' CONSTRUCTION PLAN (,�. 1- J73S- CITY RECORD No. PA VEMENT REHABIL I TA TION: BRUNDAGE LANE FROM UNION AVE TO WASHINGTON STREET SHEET NO. 4 OF -8lb 0 1 2 3 a F— z a F— w w C) m 0 w F- 0 Q N N 0 N as N �L OL a C) F - Cs 3 n I w a� 6 a c m Q E 4-1 V) 0 c .3 0 L C C Q c Q a; c c (L c c -c c Cc s c S Q C Q Q C Q Q c Cl L� F' Q F u cf u Q C c U C C F C c c c al CONSTRUCT/ON NOTES: 1l 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 {KITH "BUY AMERICA" REQUIREMENTS. El CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. AND COMPL Y WI TH "BUY AMERICA" REQUIREMENTS. 4® CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ARBA ®5 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP ARBA ED CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ABBB E 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 ®g CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL. 10 CONTRACTOR SHALL REL OCA TE ROADSIDE SIGN TO A LOCA TION OUTSIDE OF THE PROPOSED RAMP. OHIO I DR 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, 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: y FULL DEPTH RECL AMA TION (FDR) USING 1.0' CEMENT TREATED BASE y Y y SEE SHEET 2 FOR SECTION DETAILS. I dr,=•f ;•; m A- MINOR CONCRETE CONSTRUCTION f• ' • �' • ":: CURBS do GUTTERS, ACCESS RAMPS, ••�:::•_• �• '• :- : �:' :. CROSS GUTTERS AND SIDEWALK. MILHA 10 2E r4 STRIPING AND MARKING NOTES: INSTALL DETAIL 9 INSTALL DETAIL 21 INSTALL DETAIL 273 INSTALL DETAIL 26 INSTALL DETAIL 31 INSTALL DETAIL 38A INSTALL TYPE IV ARROW (L). 15SF INSTALL TYPE IV ARROW (R), 15SF INSTALL TYPE / ARROW 14SF INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. INSTALL RAILROAD CROSSING SYMBOL, 70SF FULL DEPTH RECONSTRUCT AREA USING 1.0' HOT MIX ASPHAL T TYPE "A" SEE SHEET 2 FOR SECTION DETAILS CONSTRUCTION WITHIN STATE RIGHT OF WAY SYMBOLS: g ADJUST MONUMENT FRAME AND COVER no ADJUST MANHOLE FRAME AND COVER WATER VALVE TO BE ADJUSTED BY OTHERS v' GAS VALVE TO BE ADJUSTED BY OTHERS KING ST 10 S KINCAID ST CITY OF BAKERSFIELD, CALIFORNIA File Nome. -St Imp Brun da e (E-76) Drawn: GURJEET ANTAL PUBLIC WORKS DEPARTMENT Job No.: T6K209 Engineer: JOE CATALAN Date: Apr. 28, 16 Checked By LS E 1 S TERED CI VI L ENG/ EER QRpFESS/ONq S I NGH C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE OFF CA�-9T AA- \F� BAKERSFIELD, CA 93301 F REVISIONS No. I DATE DESCRIPTION 171 // m SCALE: 1'.- = 40' CONSTRUCTION PLAN TY RECORD No. PAVEMENT REHABILITATION: BRUNDAGE LANE FROM UNION AVE TO WASHINGTON STREET �3�- SHEE T NO. 5 OF ;O 1 2 3 J Q z Q vi w w D 0 m 0 w O J Q N L6 N CD 0 N 0 N a a U) L i1 I w Q) d c Z3 L m Q- E E U) 0) L Q U O Q a J N C D L m c- ry c- a �I O N Y H 0_ I 0 N I U) 0 N H U w O ch / m C) Ln W Ln ` ! CONSTRUCT/ON NOTES: 1® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS ED CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY VV1 TH "BUY AMERICA" REQUIREMENTS. lfl CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. AND COMPLY WITH "BUY AMERICA" REQUIREMENTS ®4 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ARBA ®5 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ARBA ED CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ARSB El CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ®8 MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS ®g CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HA VE A 100 FEET IRA NS( TION TO NEW PA VEMENT ELEVA TION AND CURB REVEAL. 10 CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. 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 L OCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING ANO 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 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 (FDR) USING 1.0' CEMENT TREATED BASE SEE SHEET 2 FOR SECTION DETAILS. �• ��•'• , ••.. MINOR CONCRETE CONSTRUCTION CURBS do GUTTERS, ACCESS RAMPS, ••�':;:•• • '• °� •:' t. CROSS GUTTERS AND SIDEWALK. NORTHRUP ST STRIPING AND MARK/NG NOTES: INSTALL DETAIL 9 INSTALL DETAIL 21 INSTALL DETAIL 27B INSTALL DETAIL 28 INSTALL DETAIL 31 INSTALL DETAIL 38A INSTALL TYPE IV ARROW (L). 15SF INSTALL TYPE IV ARROW (R), 15SF INSTALL TYPE I ARROW, 14SF INSTALL I' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. INSTALL RAILROAD CROSSING SYMBOL, 70SF FULL DEPTH RECONSTRUCT AREA USING 1.0' HOT MIX ASPHALT TYPE "A" SEE SHEET 2 FOR SECTION DETAILS CONSTRUCTION WITHIN STATE RIGHT OF WAY SYMBOLS: p ADJUST MONUMENT FRAME AND COVER p ADJUST MANHOLE FRAME AND COVER r WATER VAL VE TO BE ADJUSTED BY OTHERS ` GAS VALVE TO BE ADJUSTED BY OTHERS UNDAGE LANE CL YDE ST DR MARTIN LUTHER O 0 Ln (0N CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT CO T TON WOOD RD Name. -St Imp Brundage E-76 Drawn: GURJEET ANTAL No.: T6K209 Engineer: JOE CATALAN te: Apr. 28, 16 Checked By. LS zz� `I/'41 ' / 20 x RE ISTERED CIVIL ENGINEER QRpFESS/0N I NGIy cq� Fac Li C 80507 � CITY OF BAKERSFIELD �P CI vl� 1501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OF cm- RHVIS/ONS No. DATE I DESCRIP TION 171 / / 0 SCALE: I " = 40' CONSTRUCTION PLAN ,i Cl T Y RECORD No. PAVEMENT REHABILITATION: BRUNDAGE LANE FROM UNION AVE TO WASHINGTON STREET ❑c 735-- SHEET NO. 6 OF -• t 1 2 3 Q z Q w w 3 m c� r m 0 w F- F --- O J m 0 d - II Q N Lri N L0 O N 0 (N •L Q Q V) i W 13 L- m 0- E CIO L 0 0 Q U O Q N c O J N U) O m a ry I O N Y cfl V) ry I 0 N I O N 1-11 Ln F— C) U W O 1-11 m o - 0 Ln (0(0 CONSTRUCTION NOTES: 1® CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS El CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4 AND COMPLY KITH "BUY AMERICA" REQUIREMENTS. Fil CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. AND COMPL Y KITH "BUY AMERICA" REQUIREMENTS. 4® CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A ®5 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A El CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP A88B El CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' IRDE CONCRETE PAD. ®8 MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS ®g CON TRA C TOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HA VE A 100 FEET TRA NS( TION TO NEW PA VEMENT ELEVA TION AND CURB REVEAL. 10 CON TRAC TOR SHALL REL OCA TE ROADSIDE SIGN TO A L OCA TION OU TSIDE OF THE PROPOSED RAMP. 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 RESPONSIBILITY FOR LOCATING UTILITIES /N 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 LOCA TIONS 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 (FDR) USING 1.0' CEMENT TREATED BASE SEE SHEET 2 FOR SECTION DETAILS. •" .• MINOR CONCRETE CONSTRUCTION CURBS do GUTTERS, ACCESS RAMPS, ••�':::•'• �• •:' r. CROSS GUTTERS AND SIDEWALK. STRIPING AND MARKING NOTES: 01 INSTALL DETAIL 9 O2 INSTALL DETAIL 21 O3 INSTALL DETAIL 27B OINSTALL DETAIL 28 05 INSTALL DETAIL 31 OINSTALL DETAIL 38A 07 INSTALL TYPE IV ARROW (L). 15SF 08 INSTALL TYPE IV ARROW (R), 15SF 09 INSTALL TYPE I ARROW, 14SF 10 INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. 11 INSTALL RAILROAD CROSSING SYMBOL, 70SF FULL DEPTH RECONSTRUCT AREA USING 1.0' HOT MIX ASPHAL T TYPE "A" SEE SHEET 2 FOR SECTION DETAILS CONSTRUCTION W9THIN STATE RIGHT OF WAY SYMBOLS; © ADJUST MONUMENT FRAME AND COVER O ADJUST MANHOLE FRAME AND COVER r. WA TER VAL VE TO BE ADJUSTED BY OTHERS y' GAS VALVE TO BE ADJUSTED BY OTHERS HWY 58 I O 0000 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: St Imp Brundc Job No.: T6K209 Date: Apr. 28, 16 -75 Drawn: GURJEET ANTAL Engineer: JOE CATALAN Checked By. LS REGISTERED CIVIL ENGINEER QRpFESS/ON i NG/./ o F , C� 2g 7�-uj rte*+ C 80507 * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA -\F REVISIONS No. DA TE I DESCRIP TION m SCALE: 7" = 40' CONSTRUCTION PLAN CITY RECORD No. PAVEMENT REHABILITATION: BRUNDAGE LANE FROM UNION AVE TO WASHINGTON STREET x 73 s SHEE T NO. 7 OF -& 10 1 2 3 J Q H z Q w w m 0 w F- 0 J 0- 0 0 d - II I w 0) a c m E V) U) 0) 3. 0 0 0 Q U O Q / Q) C J N d C 23 m a c 0 n �I O N Y ry I U) / O N I u O N V) U W 3 O ry n / L O CN CONSTRUCT/ON NOTES 1® 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. CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER CDB STANDARD ST -21. AND COMPL Y WI TH "BUY AMERICA " REQUIREMENTS. ®4 CON TRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP ASBA ®5 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ASBA El CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP ASSB El CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ®8 MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS ®g CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HA VE A 100 FEET TRA NS( TION TO NEW PA VEMENT ELEVA TION AND CURB REVEAL. 10 CONTRACTOR SHALL REL OCA TE ROADSIDE SIGN TO A LOCA TION OUTSIDE OF THE PROPOSED RAMP. GENERAL NOTES 1 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, 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 DA TED 2010. 3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCA TIONS 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 RECLAMA TION (FDR) USING 1.0' CEMENT TREATED BASE SEE SHEET 2 FOR SECTION DETAILS. �•'•�:�'• ry " •:• MINOR CONCRETE CONSTRUCTION •'• S'••' •gip ri •:+m •�• " ' • • ;' •' :• CURBS do GUTTERS, ACCESS RAMPS, • •t tip }' �� 5, �•�r ..i :•'�• •. ••� : •_ • • ®' 'x . CROSS GU T TERS AND SIDEWALK. .ti STRIPING AND MARK/NG NOTES 01 INSTALL DETAIL 9 02 INSTALL DETAIL 21 03 INSTALL DETAIL 27B 04 INSTALL DETAIL 28 05 INSTALL DETAIL 31 INSTALL DETAIL 38A O INSTALL TYPE lV ARROW (L). 15SF O INSTALL TYPE IV ARROW (R), 15SF 09 INSTALL TYPE I ARROW, 14SF 10 INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. 11 INSTALL RAILROAD CROSSING SYMBOL, 70SF FULL DEPTH RECONSTRUCT AREA USING 1.0' HOT MIX ASPHALT TYPE "A" SEE SHEET 2 FOR SECTION DETAILS CONSTRUCTION WITHIN STATE RIGHT OF WAY WASHINGTON ST WASHINGTON ST 7 LF SYMBOLS= g ADJUST MONUMENT FRAME AND COVER no ADJUST MANHOLE FRAME AND COVER y WA TER VA VE TO BE ADJUSTED BY OTHERS rax GAS VALVE TO BE ADJUSTED BY OTHERS QRpFESS/0� :c� S 1 NGy R G/ S TERED CI VI L EN GI NEER C 80507 * Exp. 3-31-17 CITY OF BAKEERSFIELD 1501 TRUXTUN AVENUE 97F OFF C BAKERSFIELD, CA 93301 CALIF REVISIONS No. DA TE I DESCRIP TION 171 / / SCALE: I " = 40' CONSTRUCTION PLAN TY RECORD No. 3S-- File Nome.•St Imp Brundage E-76) Drawn: GURJEET ANTAL PAVEMENT REHABIL/TA TION: SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T6K209 Engineer: JOE CATALAN Date: Apr. 28, 16 Checked By. LS I BRUNDAGE LANE FROM UNION AVE TO WASHINGTON STREET 8 OF -8-10 0 1 2 3 z Q J a Q U w O 3 m w O J a_ m Q E V) 3 a D Q U O Q N C d J N 0) O C L m d ry C O N Y CL F - V7 Q0 I QD 0 N I U) O N U) F- U w 3 O ry n m 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. 2 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. CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY ENGINEER. FOR EACH PHASE, A 3 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 AT A TIME. O4 CONTRACTOR 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. OCONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS, INTERSECTIONS, AND DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. ©FINAL H.M.A. LIFT FOR BOTH FULL DEPTH RECONSTRUCTION AND FULL DEPTH RECLAMATION (WITH CEMENT TREATED BASE) 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 7. LEGEND: PHASE 1 FULL DEPTH RECONSTRUCTION (1.0' TYPE "A" H.M.A.) BRUNDAGE LANE FROM UNION AVENUE TO COTTONWOOD ROAD M.00 PHASE 1A - OUTER LANES ¢ ¢ ¢ ¢ ¢ PHASE 13 - INNER LANES PHASE 2 FULL DEPTH RECLAMA TION (0.33' TYPE "A " H.M.A. OVER 1.0' C. T.B.) BRUNDAGE LANE FROM COTTONWOOD ROAD TO WASHINGTON STREET • • • • • m i--000439-faw PHASE 2A - OUTER LANES 0 SCA LE.• 1 " = 70' e/r -7/14 REGISTERED CIVIL ENGINEER CITY OF BA KERSFI EL D 1501 TRUXTUN AVENUE BAKERSFIEELD, CA 93,301 OOESS/p�q k� g 1 NGN ;gLu rn, C 80507 * Exp. 3-31-17 ��9TF CIVIL OF CA0 REVISIONS No. DA TE I DESCRIPTION 17 // zQ w 0 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: St Imp Brundc Job No.: T6K209 Date: Jun. 16, 16 Urown: JOE CATALAN Engineer: JOE .CATALAN Checked By LS PA VEMENT REHABIL I TA TION: PHASING PLAN L Cl T Y RECORD No. BRUNDAGE LANE FROM UNION AVE TO WASHINGTON STREET Lel / 7 3,�— 1 SHEET NO. 9 OF 10 1 2 3 0- E E U) / V) C O L D Q U O Q Q) c O J O 0) O c L m O Q) ry C E zi R. O N I u O N U w 3 O ry n ITA O 00 1- 0) NOTES: OCROSS SLOPE SHALL BE AT LEAST 27. BUT SHALL NOT EXCEED 49 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. 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, U TIL I TIES, AND VEGETATION WITHIN THE MEDIAN ISLAND. CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY ENGINEER. FOR EACH PHASE, A 3 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 A T A TIME. O4 CONTRACTOR 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. OCONTRACTOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS, INTERSECTIONS, AND DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. ©FINAL H.M.A. LIFT FOR BOTH FULL DEPTH RECONSTRUCTION AND FULL DEPTH RECLAMATION (WITH CEMENT TREATED BASE) 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 LA YOU T ON SHEETS 4 TO 7. LEGEND: PHASE 1 FULL DEPTH RECONSTRUCTION (1.0' TYPE "A " H.M.A.) BRUNDAGE LANE FROM UNION AVENUE TO COTTONWOOD ROAD PHASE 1A - OUTER LANES ¢ ¢ ¢ ¢ ¢ PHASE 1B - INNER LANES PHASE 2 FULL DEP TH RECLAMA TION (0.33' TYPE "A" H.M.A. OVER 1.0' C. T.B.) BRUNDAGE LANE FROM COTTONWOOD ROAD TO WASHINGTON STREET �_ _x PHASE 2A — OUTER LANES SCALE: I " = 70' �zl T/A EG/STERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 9,3,301 QRpFESS/0N S 1 NGH C� 2� 9r C 80507 * Exp. 3-31-17 ��9TF CIV1� OF CA�� REVISIONS No. DA TE DESCRIP TION 1 / / 2 I PHASING PLAN CITY OF BAKERSFIELD, CALIFORNIA CITY RECORD No. PUBLIC WORKS DEPARTMENT File Nome: St Imp Brundage Drawn: JOE CATALAN PA VEMENT REHABIL ITA TION: BRUNDAGE LANE FROM UNION AVE TO WASHINGTON STREET Job No.: T6K209 Engineer: JOE CATALAN Date: Jun. 16, 16 Checked By L fs S� SHEET NO. 10 OF 70 2 3