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6.1-1769
-LIST OF DRA WINCS IML SHEET 7 TI TLE SHEET IT Y xjAI�Eilk t Ej J ju SHEET 2 DETAILS &SECTIONS SHEET 3 oEraiLs & sEcrioNs DEPARTMENT OF PUBLIC WORK.S SHEET 4 STREET CONSTRUCTION AND STRIPING PLAN SHEET 5 STREET CONSTRUCTION AND STRIPING PLAN 4 Fa :f 4"AVN5i► /► A MR THE MONUMENT AT THE IN TERSEC TION OF CALIFORNIA AVE AND OAK S TREE T SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DATUM NA VD 83. MONUMENT EL E VA TION = 391.32' BA SIS OF BEARING THE CEN TERL INE OF CA L IFORNI A A VE SHA L L BE USED A S THE BASIS OF BEARING. PER COB PROPOSED DESIGN MANUAL SW -2, SW/4, SW -6., ST -7, ST -21 2010 REVISED STANDARD PLAN.- RSP A 8A AND RSP A888 A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, A24E --------------- EASEMENT RIGH T OF— WA Y CEN TERL INE RAILROAD TRACKS x x CHAIN LINK FENCE SYMBOL -S-- EXIST. CURB & CUTTER EXIST. A.C. FLOWLINE EXIST EDGE OF PA VEMEEN T .13 a L RD RA IL UTILITY SYMBOLS I 0 FUTURE MONUMENT � • M . GAS METER S.L. G.V. GAS VALVE � STREET LIGHT pQ STREET LIGHT W/MAST ARM -0} BENCHMARK 0 C. 0. CLEAN OUT AUTO SCOPE �— Q PRE—EMPTION DEVICE Up STORMEXIST SEWER LINE EXIST DRAIN EXIST UNDERGROUND PO WER L INE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE A MA ji %(qUY fl FED PROJ,, NO. STPL 5109 (229) CITY PROJ. NO. T7K217 LOCATION MAP FINAL PAY QUANTITIES w EXIST WA TER LINE UNIT OF MEASURE CY TRAFFIC STRIPE (DETAIL 9) 76945 s TRAFFIC STRIPE (DETAIL 38) G EXIST GAS LINE PAVEMENT MARK/NGS - WHITE THERMOPLASTIC 7724 SF so 817 OH EXIST AER/AL 72 EA TRAFFIC DETECTOR LOOPS - TYPED E EA TRAFFIC DETECTOR LOOPS - TYPE E LINES EA * ROADWAY EXCA VA TION EARTHWORK 45 Tv EXIST UNDERGROUND 700 LF * AENOTES ANON-PART/CIPATORY FINAL PAY ITEM 7 TV GABLES o EXIST OIL LINE FO ❑O MANHOLE F.H. ,Q`, FIRE HYDRANT P. P. W.M. WATER METER -f- POWER POLE ❑ W.V. WATER VALVE � EXISTING MONUMENT N 0 FUTURE MONUMENT � • M . GAS METER S.L. G.V. GAS VALVE � STREET LIGHT pQ STREET LIGHT W/MAST ARM -0} BENCHMARK 0 C. 0. CLEAN OUT AUTO SCOPE �— Q PRE—EMPTION DEVICE Up STORMEXIST SEWER LINE EXIST DRAIN EXIST UNDERGROUND PO WER L INE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE A MA ji %(qUY fl FED PROJ,, NO. STPL 5109 (229) CITY PROJ. NO. T7K217 LOCATION MAP FINAL PAY QUANTITIES I TEM ROADWAY EXCA VA r10N EARTHWORK ES7/MA TED QUANTITY 17600 UNIT OF MEASURE CY TRAFFIC STRIPE (DETAIL 9) 76945 LF TRAFFIC STRIPE (DETAIL 38) 741 LF PAVEMENT MARK/NGS - WHITE THERMOPLASTIC 7724 SF PAVEMENT MARKINGS - YELLOW THERMOPLASTIC 817 SF FIRE HYDRANT MARKER - TYPED 72 EA TRAFFIC DETECTOR LOOPS - TYPED 7 EA TRAFFIC DETECTOR LOOPS - TYPE E 20 EA * ROADWAY EXCA VA TION EARTHWORK 45 C * TRAFFIC STRIPE (DETAIL 38) 700 LF * AENOTES ANON-PART/CIPATORY FINAL PAY ITEM •. No.: File '. / . 1 1 1 • . '•T71<2170RAWINGS File Name: RSTP-California 2016-2017.dwg NO TE. THE CON TRA O TOR MUST POSSESS THE FOLLOWING VALID LICENSE: . NO TE. THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR so SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. e�'?QESSiON�� 4, S t N GN Of C 80507 * ``"�' • `" �, QF CA,i_\l 1 MILE e IVA VARIES (420 621) FULL DEPTH RECONSTRUCT 1.0' HOT MIX ASPHALT TYPE EXISTING PAVEMENT SURFACE EEE El I lEl I El I Ed I IEI I IEI I IEl I III -1 I I-1 I I-1 I I_I I I-_ LIP EXI S TING VARIES (40' 47) MEDIAN ISLAND WIDTH FULL DEPTH RECONSTRUCT VARIES (2'– 15 7.0' HOT MIX ASPHALT TYPE "A' ' ) SEE PLAN EXISTING PAVEMENT SURFACE -2 ....... ... 31, t jos_NAN . . . . . . . . . . . . . . . . . NATIVE GROUND A, STA 10 + 85 TO STA TRAFFIC FLOW A, 0 .EEGEND. FULL DEPTH RECONSTRUCT AREA OF 12" TYPE "A" N.M.A. NATURAL GROUND (r1ZooF-jZo44LeD) EXISTING PAVEMENT SECTION. 0 NOTES., CROSS SLOPE SHALL BE AT LEAST 27 BUT S14ALL NOT EXCEED 47 CONTRACTOR SHALL MAINTAIN A 75 INCH REVEAL ON THE MEDIAN CURB. CONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, CONDUITS, FACILITIES, AND VEGETATION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND REPLACE ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES, AND VEGETATION WITHIN THE MEDIAN ISLAND, CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY OF BAKERSFIELD TRAFFIC ENGINEER PER THE CURRENT MU TCD 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. 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 STRIPING LAYOUT ON SHEETS 4 & 5. 6 " (PER CALIFORNIA MU TCD 2012 FIGURE 38-102) TYP. ... . ....... .............. LANE TWO TRAFFIC FLOW LANE ONE Job #ote: Mor. �dvn ELVIS SIGUENZA Engineer. JC .IES Checked By BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE. TERMINATE CENTERLINE OR CENTER LANE 5' WIDE AT CURB AND GUTTER LINES AND NEAR SIDE LANE LINES AT 4' A7 CURB ONLY MID—ARC POINTS OF THE CURB RETURNS WHEN FH WITHIN 10' OF CURB RETURN BEGIN DETAIL 39 A T ECR W1 PA VEMEN T MARKING END DETAIL 39 A T BCR I—WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN ---f 1:1 m -*—TRAFFIC FLOW TRAFFIC FLOW---m— TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID—ARC POINTS OF THE CURB RETURNS M T S. 1)1 -;:7'A -i" S AIVn S_ECTl0lV,9, PA VEMEN T REHABIL / TA TION: CALIFORNIA AVE FROM OAK S T TO H S T 6.1-1769 SHEET NO. PlArl7mlo 0 1 2 3 f ESS S I 0A1 SINGN ql ol p REGISTERED CIVIL ENGINEER curi- C 80507 rn m Exp. 3-31-19 CITY OF BAKER SFIELD 1501 TRUX TUN A VENUE G IV OF BAKERSFIELD, CA 9,3301 C A1_ REVISIONS No. DA TE DESCRIP TION 2 3 BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE. TERMINATE CENTERLINE OR CENTER LANE 5' WIDE AT CURB AND GUTTER LINES AND NEAR SIDE LANE LINES AT 4' A7 CURB ONLY MID—ARC POINTS OF THE CURB RETURNS WHEN FH WITHIN 10' OF CURB RETURN BEGIN DETAIL 39 A T ECR W1 PA VEMEN T MARKING END DETAIL 39 A T BCR I—WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN ---f 1:1 m -*—TRAFFIC FLOW TRAFFIC FLOW---m— TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID—ARC POINTS OF THE CURB RETURNS M T S. 1)1 -;:7'A -i" S AIVn S_ECTl0lV,9, PA VEMEN T REHABIL / TA TION: CALIFORNIA AVE FROM OAK S T TO H S T 6.1-1769 SHEET NO. PlArl7mlo 0 1 2 3 KX V Expansion Joint ad 1.0" (25mm) pattern letters, 0.125" (3nm) Street R1W 1.5" (40mm) self high Variable �7 Li srANDARD 6.o- (Y.&77) moss Gurrm "s f. f a Wine Gutter h high of 0 Z R ......... t_ aw-b Flo Win e Expansion Joint of Cutter is to be 20' (6. Om) unless otherwise See note directions above Cross tier Grade = 0. 6Z Min. Flowline Elevation at this point shall not be below elevation at other end of this return vor Expansion Property Joint 0 5 Linne � Curb Eliparision Joint I 957 compaction 0i Flowline \ I Expansion Joint of Gutter Crossgutter Grade = 0.6.E Min. Property Line Curb Expansion Joint s rANDARD 12. o a a 7m) moss Gu r rER NO TES. 1 2 0 (50mm) t All work sholl conform to the applicable 5 All Crossgutter locations and sizes are sections of the specifications entitled to be approved by the City Engineer 'Standard Specificotions, State of Colifomid, Department of Transportation, 6., Bearing soil shall be compacted to 95Z -1.0 adopted current edition. of maximum dry density as determined by C (0.3m) A.S T.M. D-1557 to a depth of I' (DJm) (0. 2 Concrete for cross gutter shall be aoss below crossgutter and 1.0' (0_3m) to each 'A" and shall conform to the requirements side of the crossgutter of the Standard Specifications. 7 Concrete shall contain no additives unless J Expansion )bhits sholl be constructed prior opprovol is obtained from City Engineer. every 30' (9.0m) or as directed by the City Engineer 8 Concrete sholl be cured with a white pigmented curing compound complying to 3.0" (75mm) 4. Concrete sholl be class "A" and slump section 90-7.0I6 of the std specifications. sholl be within 2.5" (65mm) to 4.5" (0.1 1m) I SECTION A - A 959 compaction 1.0' (0.3m) deep 45" (1.4"1 Akl;l Mere incoming and outgoing sewers in a monhole vary in size, extend lower halves of sewers 80" (0.2m) beyond inside of wall and shape transition channel between ends of lower halves of pipes 4t 4t:L 0ClassAMere incoming and outgoing sewers in a manhole ore of Concrete the some diameter, the top holf of pipe sholl only be removed between wolls and the broken edges sholl be plastered smooth with cement mortar PLAN A T SURFACE P R=05' C C slob not to be poured until (12min) poving is in place. Slot and lid to be 0.125" to 0.25" (3nm to 6mm) below new finished paying. brAk 010") 2:1 Mortar, 1. Dry Pocked SP r if vim All work sholl conform to the applicable sections of the rifications entitled 'Standard Specifications, State of I 'f 9 omia, Department of Transportation ' approved rent edition. All unlined manhole joints sholl be filled with Kent I or approved black mastic equal Inside of manholes st be mortared and neatly raked or wiped on inside pipe. Fre cost reinforced marthole, sections sholl be constructed 7ccordance with the provisiaris of ASTM C-478, rent edition. All sewer manholes sholl be lined with "T --Lock" or ,roved equal Concrete pad sholl be cured with a white pigmented Ing compound as per section 90-7018 of the standard ,cifications. See standard drawing SW -6 for frame, cover, and a manhole details, 411 channels sholl be smooth finished with steel trowel df sholl be broom finished for slip resistance. FILENAME- ST-7REV I IV#_00e_ 1 0 FILENAME: SW-2REV DATE Ir _1% 0.00 - .01� Class "A 6/2/99 ft." Concrete DATE 6/2/99 to' STANDARD DRAYM JCU S TAN D ARrD`6 DRAWN JCU (0im) RESIDENTIAL CHAA ECKED W '(3w) 60'(1.8m) I 60'(I,&nf I I ROSS SCALE . 1',14A-- 1w ft fCHECKED MANHOLE SCALE M. lZr1^11 14' (4. 3m) - t GUTTERS h1jS, TYPE it A 1t N.T.S. APPROVED I SHEET NO, Special APPROVED SHEET NO. SECTION 8-19 CITY OF BAKERSFIELD ST -7 Aggregate SECTION CITY OF BAKERSFIELD 1ZW_ I CALIFORNIA (Calcareous) CALIFORNIA CITY ENG114EER I PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT PCC. slob not to be poured until paying Note.- PCC Slob not to be placed until I is in n1arp Slob and lid to be 0. 125" to powng is in place. 1: Z Z 7o;-ttZ Z= -1 See standard X23- paq YV4 ur to 30) OFESSio 5 1 NGN N \1 M REGISTERED Cl VI ENGINEER See Detail *A" w C 80507 ;0 rill FF -4"... 0150M Exp. 3-31-19 fQsoils* Cl TY OA F BKERSFIELD Of 15 01 TRU. S", TUN A VENUE clivo- eor aw 40" lift BAKERSFIELD, CA 93301 OF C SEC WN JI -J2 REVISIONS 5 A -A No. OA TE DESCRIPTION - ip tc@TFw6l�i Trdrmporfo* lon-r. At I RI is Reserved 1.0" (25mm) pattern letters, 0.125" (3nm) N 1.5" (40mm) self high 1.0" (25mm) Dio, �7 Li srANDARD 6.o- (Y.&77) moss Gurrm D h high 0 " R V) " Stondord Curb Return Rodius 1.0' (25mm) pattern 1.0' (25mm) letters, 0. 125" (5mm) is to be 20' (6. Om) unless otherwise See note directions above 0 approved by City Engineer. Q f6A &QU T NO TES: t All frames and covers sholl be tested for accuracy LLJ var. apansion Joint vor, Surfaces Street R1W + M shall be machined for a smooth non -rocking fit between Vidbl, �t_ Expansion the two castings. Toper Cover Joint Flo Win e F_# . I Gutter of 41 1 F__ `J'0% R8 x -?A A� SEE AT CU" 1. AS '1ter0O111"l,011r 111001t,"31 IC'Iscm through Case 0 curl, roar s e I omilmo 'a a � 10 t A y Corn, at a�j Waco for 0 trios Shown It 0 4. All fromes and covers sholl be groy cost iron, free Flow Q. M -41 I 957 compaction 0i Flowline \ I Expansion Joint of Gutter Crossgutter Grade = 0.6.E Min. Property Line Curb Expansion Joint s rANDARD 12. o a a 7m) moss Gu r rER NO TES. 1 2 0 (50mm) t All work sholl conform to the applicable 5 All Crossgutter locations and sizes are sections of the specifications entitled to be approved by the City Engineer 'Standard Specificotions, State of Colifomid, Department of Transportation, 6., Bearing soil shall be compacted to 95Z -1.0 adopted current edition. of maximum dry density as determined by C (0.3m) A.S T.M. D-1557 to a depth of I' (DJm) (0. 2 Concrete for cross gutter shall be aoss below crossgutter and 1.0' (0_3m) to each 'A" and shall conform to the requirements side of the crossgutter of the Standard Specifications. 7 Concrete shall contain no additives unless J Expansion )bhits sholl be constructed prior opprovol is obtained from City Engineer. every 30' (9.0m) or as directed by the City Engineer 8 Concrete sholl be cured with a white pigmented curing compound complying to 3.0" (75mm) 4. Concrete sholl be class "A" and slump section 90-7.0I6 of the std specifications. sholl be within 2.5" (65mm) to 4.5" (0.1 1m) I SECTION A - A 959 compaction 1.0' (0.3m) deep 45" (1.4"1 Akl;l Mere incoming and outgoing sewers in a monhole vary in size, extend lower halves of sewers 80" (0.2m) beyond inside of wall and shape transition channel between ends of lower halves of pipes 4t 4t:L 0ClassAMere incoming and outgoing sewers in a manhole ore of Concrete the some diameter, the top holf of pipe sholl only be removed between wolls and the broken edges sholl be plastered smooth with cement mortar PLAN A T SURFACE P R=05' C C slob not to be poured until (12min) poving is in place. Slot and lid to be 0.125" to 0.25" (3nm to 6mm) below new finished paying. brAk 010") 2:1 Mortar, 1. Dry Pocked SP r if vim All work sholl conform to the applicable sections of the rifications entitled 'Standard Specifications, State of I 'f 9 omia, Department of Transportation ' approved rent edition. All unlined manhole joints sholl be filled with Kent I or approved black mastic equal Inside of manholes st be mortared and neatly raked or wiped on inside pipe. Fre cost reinforced marthole, sections sholl be constructed 7ccordance with the provisiaris of ASTM C-478, rent edition. All sewer manholes sholl be lined with "T --Lock" or ,roved equal Concrete pad sholl be cured with a white pigmented Ing compound as per section 90-7018 of the standard ,cifications. See standard drawing SW -6 for frame, cover, and a manhole details, 411 channels sholl be smooth finished with steel trowel df sholl be broom finished for slip resistance. FILENAME- ST-7REV I IV#_00e_ 1 0 FILENAME: SW-2REV DATE Ir _1% 0.00 - .01� Class "A 6/2/99 ft." Concrete DATE 6/2/99 to' STANDARD DRAYM JCU S TAN D ARrD`6 DRAWN JCU (0im) RESIDENTIAL CHAA ECKED W '(3w) 60'(1.8m) I 60'(I,&nf I I ROSS SCALE . 1',14A-- 1w ft fCHECKED MANHOLE SCALE M. lZr1^11 14' (4. 3m) - t GUTTERS h1jS, TYPE it A 1t N.T.S. APPROVED I SHEET NO, Special APPROVED SHEET NO. SECTION 8-19 CITY OF BAKERSFIELD ST -7 Aggregate SECTION CITY OF BAKERSFIELD 1ZW_ I CALIFORNIA (Calcareous) CALIFORNIA CITY ENG114EER I PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT PCC. slob not to be poured until paying Note.- PCC Slob not to be placed until I is in n1arp Slob and lid to be 0. 125" to powng is in place. 1: Z Z 7o;-ttZ Z= -1 See standard X23- paq YV4 ur to 30) OFESSio 5 1 NGN N \1 M REGISTERED Cl VI ENGINEER See Detail *A" w C 80507 ;0 rill FF -4"... 0150M Exp. 3-31-19 fQsoils* Cl TY OA F BKERSFIELD Of 15 01 TRU. S", TUN A VENUE clivo- eor aw 40" lift BAKERSFIELD, CA 93301 OF C SEC WN JI -J2 REVISIONS 5 A -A No. OA TE DESCRIPTION 0.25' (,3nm to 7mm) below new poving 2.0'(0.6m) Square drawing SW -6 Paving AC for frame and Edge Pick hole"sowcut cover details (Optionol) I' O(25mm) Letters, 0 0.25" (5mm) Hign 0.5' x OW5Xamond Mot, The upper portions of incoming 002* mm x 9mm) 14 r and outgoing sewers shall be 0125" (Jmm) Deep (Clam) removed and the broken edges .4 60 n) Die. 4 0 sholl be plastered smooth with A A cement mortar. MONUMEN 14S llz�. Class A or #: • Concrete C Building poper or .001, 0 Top °f.. Plastic in joints Monument B F Lr. 0 05" (12mm) hadle 10 (0.25m) 4, CL 0.75' (2a -nm) Letters Pipe 'os'*g 12 (0 Jm) Dili* O� 125 " (3nm) High 20' (0.6m) Square rop Note WE W . P.CC slob not to be V) PLAN Concrete Pod ry poured until paving is in place. I-* V) .1 12125- (0.3m) SECTION THRU MONUMEN T 0 006' (2mm) 10, 75" (0. 27m) 0. 625" (16mm) Z 0.375" (10mm) 9.875- (0.25m) 0 75 (19mm) NO TES. 3: It" < I. All work sholl con/arm to the applicable sections of the � Tspecifications entitled "Standard Specification State of 1.625" m) California,' ia, Deportment of Transportationopprowd current edition, and the following general notes:' -\J 2 0.25" (6mm) 9.5"_(0. 24m) SEC77ON 2 Costings sholl conform to the provisions of the specifications for grey -iron castings, serial designation ASTM: A48, class no. JOB 2.-1 Mortar, It 0375" (Iftm) 10.125" (0 26m) e_ Dry Pocked [..a -- ----to� J All frames and covers shall be tough, grey cost iron, free met from warps, crocks, swells, and cold sheet, and shall hove a 10.875" (028m) workmanlike finish, < NO TES: SECTION A -A 4. The seats of komes and bearing faces of the covers sholl be t All work shall conform to the applicable sections Stamp Disk with RCE machined for a smooth, non -rocking Al between the two costings. of the specifications entitled 'Standard Specilicollions, Cor L.5 Number State of California, Department of Transportation", 0approved current edition 5. Costing sholl be thoroughly cleaned and dipped twice in a approved A Concave depression for preparation of asphalt or cool for and oil applied at JOOO F PipeDiameter 0 Surve)inq purposes. to form a firm and tenacious seal. Varies 2 Mortar sholl consist of one port Portland Cement 0 and two parts of clean, well groded sond. 6 Concrete sholl contain no additives unless prior written opprovol is obtained from the City Engineer, J Joints sholl be filled with mortar and neatly cleaned or wiped on inside of pipe. Gy 7 Concrete sholl be cured with a white pigmented curing compound complying with section 90-7018 of the Standard Sriecfficotiorts 4. Pre cost reinforced manhole sections sholl be J 11 o constructed in occordonce with the provisions of 8 The surface sholl be finished to grade, troweled smooth, and !6 ASTM C-478, current edition. given a light broom finish. 5. Eccentric side should be instolled in the upstream 20 (50mm) 9. All concrete used sholl be Class '"A" direction of the main line whenever possible or as 0 directed by the City Engineer. 0.125" (Jmm) 10 The name of the manufacturing company shall be on the underside of the cover 6. All transitions between pipe inverts shall be a smooth wrapped surface Disk sholl be Leilz Disk and Stem to be It Poe casing sholl be 10" (0.26m) ID, steel, A.RS, or as No, 8454-13 or cost together of Bronze directed by the City Engineer. Class "A 0000 000, Concrete QV approved equal NJ U, -, - � T_ #k9ft". FILENAME: SW-4REV oLd DATE DATE 0438" x 20" Shank _J A k 6/2/99 (11mm x 50mm) STANDARD DRA%W ST/ANDARD DRAVM JCU V) CHECKED CHECKED U SURVEY SCALE 11A MANHOLE SECTION MANHOLE SCALE M. SHAW Li Li MONUMENT km N.T.S. SHEET ND. TYPE "B" SHEET NO. 0 0 438-1 APPROVED APPROVED cr_(l/mm} CITY OF BAKERSFIELD CITY OF BAKERSFIELD n "I" DOME HEAD DISK DETAIL CALIFORNIA ST- 21 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT Tile Nome: RS TP- Califomid 2016- MbAn: EL VIS SIGUENZA Job No.: T7K217 Engin eec JC CWTOr" u"F BAKER"00"FIELD Litm- rax" PUBLIC"'k W01P'N"%KS E)EPAIP'N""'TMENT Dote: Mor, 2, 17 Checked By.• s1 M Gutter not shown .4109 SIDEWALK SEE NOTE 9 FRONT EDGE OF SIDEWALK 9.0% Max 9.0y MO WE PAA SIDEWALK A 1 DETAIL IYEIQAL - TWO -RAMP QQRNERI See Note I Um A;AF - ip tc@TFw6l�i Trdrmporfo* lon-r. At I RI is Reserved 1.0" (25mm) pattern letters, 0.125" (3nm) See note It 1.5" (40mm) self high 1.0" (25mm) Dio, pick draining blind pick 20" (50mm) pattern hole 2 0" center hole letters, 0. 125" (_�nm) letters, te q. 47" Max _4 EDGE OF SIDEWAt,K to, OF SIDEWALK -L _1- I __ h high 4 A A " R "pax Notch lid to See note It rind pick hole 1.0' (25mm) pattern 1.0' (25mm) letters, 0. 125" (5mm) 0.625" (15mm) pattern letters, 0. 125" (Jmm) letters, 0.125" (Jmm) high, Location for high high Ald MIaL country of origin Q f6A &QU T NO TES: t All frames and covers sholl be tested for accuracy Or AW) -i of fit and shall be marked in sets prior to delivery. Machined Surfaces 2 The seats of frames and bearing faces of the covers shall be machined for a smooth non -rocking fit between 10.5" (0.27m) the two castings. Toper Cover 3 Costings sholl be thoroughly cleaned and dipped twice '3OF 1_01�"Llw L K a quick -drying, ?t -block asphaltic compound to Frame provide a protective coating `J'0% R8 x -?A A� SEE AT CU" 1. AS '1ter0O111"l,011r 111001t,"31 IC'Iscm through Case 0 curl, roar s e I omilmo 'a a � 10 t A y Corn, at a�j Waco for 0 trios Shown It Qf TA& "A 4. All fromes and covers sholl be groy cost iron, free NOTE 9 from warps, crocks, holes, swells and cold -shot, and M shall hove a workmanlike finish, Highway loading should 9. The 2.0" (50mm) pattern letters on the manhole covers be HS 20-44, sholl have one of the following designations. DRAIN or SE#fR 5 Costing sholl conform to the provisions of the specifications 10. Assembly sholl be designed for highwoy loading of HS 20-4 for grog -iron castings, serial designotion ASTU: A-48 (latest revision}, Class No. 308 It 20" x 1.0" (50mm x 25mm) diamond mat 0. 125' (5mm) deep. 6 The name of the manufacturing company shall be FILENAME: SW-6REV i DATE - on the underside of the cover, 6/2/99 STANDARD DRAWN may be widened ca n Case 0. JCU 7 Manhole frame sholl weigh not less than 120 lbs, FRAMES AND CHECKED (50g) nor more than 250 lbs. (111g), The cover IwL SHAW COVERS FOR sholl weigh not less than 120 lbs. (509) nor moreMANHOLES SCALE & CLEANOUTS N,T�S, than 200 lbs (91kg)� APPROVED SHEET NO- 8. Manhole covers shall have a self draining blind pick CITY OF BAKERSFIELD SW -6 CALIFORNIA hole unless otherwise approved by the City Engineer M CITY ENGINEER PUBLIC WORKS DEPARTMENT 0.25' (,3nm to 7mm) below new poving 2.0'(0.6m) Square drawing SW -6 Paving AC for frame and Edge Pick hole"sowcut cover details (Optionol) I' O(25mm) Letters, 0 0.25" (5mm) Hign 0.5' x OW5Xamond Mot, The upper portions of incoming 002* mm x 9mm) 14 r and outgoing sewers shall be 0125" (Jmm) Deep (Clam) removed and the broken edges .4 60 n) Die. 4 0 sholl be plastered smooth with A A cement mortar. MONUMEN 14S llz�. Class A or #: • Concrete C Building poper or .001, 0 Top °f.. Plastic in joints Monument B F Lr. 0 05" (12mm) hadle 10 (0.25m) 4, CL 0.75' (2a -nm) Letters Pipe 'os'*g 12 (0 Jm) Dili* O� 125 " (3nm) High 20' (0.6m) Square rop Note WE W . P.CC slob not to be V) PLAN Concrete Pod ry poured until paving is in place. I-* V) .1 12125- (0.3m) SECTION THRU MONUMEN T 0 006' (2mm) 10, 75" (0. 27m) 0. 625" (16mm) Z 0.375" (10mm) 9.875- (0.25m) 0 75 (19mm) NO TES. 3: It" < I. All work sholl con/arm to the applicable sections of the � Tspecifications entitled "Standard Specification State of 1.625" m) California,' ia, Deportment of Transportationopprowd current edition, and the following general notes:' -\J 2 0.25" (6mm) 9.5"_(0. 24m) SEC77ON 2 Costings sholl conform to the provisions of the specifications for grey -iron castings, serial designation ASTM: A48, class no. JOB 2.-1 Mortar, It 0375" (Iftm) 10.125" (0 26m) e_ Dry Pocked [..a -- ----to� J All frames and covers shall be tough, grey cost iron, free met from warps, crocks, swells, and cold sheet, and shall hove a 10.875" (028m) workmanlike finish, < NO TES: SECTION A -A 4. The seats of komes and bearing faces of the covers sholl be t All work shall conform to the applicable sections Stamp Disk with RCE machined for a smooth, non -rocking Al between the two costings. of the specifications entitled 'Standard Specilicollions, Cor L.5 Number State of California, Department of Transportation", 0approved current edition 5. Costing sholl be thoroughly cleaned and dipped twice in a approved A Concave depression for preparation of asphalt or cool for and oil applied at JOOO F PipeDiameter 0 Surve)inq purposes. to form a firm and tenacious seal. Varies 2 Mortar sholl consist of one port Portland Cement 0 and two parts of clean, well groded sond. 6 Concrete sholl contain no additives unless prior written opprovol is obtained from the City Engineer, J Joints sholl be filled with mortar and neatly cleaned or wiped on inside of pipe. Gy 7 Concrete sholl be cured with a white pigmented curing compound complying with section 90-7018 of the Standard Sriecfficotiorts 4. Pre cost reinforced manhole sections sholl be J 11 o constructed in occordonce with the provisions of 8 The surface sholl be finished to grade, troweled smooth, and !6 ASTM C-478, current edition. given a light broom finish. 5. Eccentric side should be instolled in the upstream 20 (50mm) 9. All concrete used sholl be Class '"A" direction of the main line whenever possible or as 0 directed by the City Engineer. 0.125" (Jmm) 10 The name of the manufacturing company shall be on the underside of the cover 6. All transitions between pipe inverts shall be a smooth wrapped surface Disk sholl be Leilz Disk and Stem to be It Poe casing sholl be 10" (0.26m) ID, steel, A.RS, or as No, 8454-13 or cost together of Bronze directed by the City Engineer. Class "A 0000 000, Concrete QV approved equal NJ U, -, - � T_ #k9ft". FILENAME: SW-4REV oLd DATE DATE 0438" x 20" Shank _J A k 6/2/99 (11mm x 50mm) STANDARD DRA%W ST/ANDARD DRAVM JCU V) CHECKED CHECKED U SURVEY SCALE 11A MANHOLE SECTION MANHOLE SCALE M. SHAW Li Li MONUMENT km N.T.S. SHEET ND. TYPE "B" SHEET NO. 0 0 438-1 APPROVED APPROVED cr_(l/mm} CITY OF BAKERSFIELD CITY OF BAKERSFIELD n "I" DOME HEAD DISK DETAIL CALIFORNIA ST- 21 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT Tile Nome: RS TP- Califomid 2016- MbAn: EL VIS SIGUENZA Job No.: T7K217 Engin eec JC CWTOr" u"F BAKER"00"FIELD Litm- rax" PUBLIC"'k W01P'N"%KS E)EPAIP'N""'TMENT Dote: Mor, 2, 17 Checked By.• s1 M Gutter not shown .4109 SIDEWALK SEE NOTE 9 FRONT EDGE OF SIDEWALK 9.0% Max 9.0y MO WE PAA SIDEWALK A 1 DETAIL IYEIQAL - TWO -RAMP QQRNERI See Note I Um A;AF - ip tc@TFw6l�i Trdrmporfo* lon-r. At I RI is Reserved ------------ QV �f_EE�� - 2Z Max (RETAINING CURB RETAINING CM IF IF NECESSARY AT NCMSARY At EDGE ?I AWA q. 47" Max _4 EDGE OF SIDEWAt,K to, OF SIDEWALK -L _1- I __ ,,- RAISED ISLAND SLOPE PASSAGEWAY TO ORAEN ZV klox SEE NOTE 4 If NECESSARY, CONSTRUCT RETAINING CURB A W CURS CURB AT EDGE OF SIDEWALK SEE Note ; SEC M: rZ4 �g.VIRG 1 rL SE T 2 SEE NOTE IDETECTASLE NOTF_S: Nin SERNING 9UWAM, E NOTE 3 S '200 Post mogemay widote", 'T" shaff be Max * SIDEWALK,, 34M."(14=P 2. For details of 1 Cfta OA b currompt see 100VIng 030d wt as �sx UJ Standard Flan A 4A. it 4 apes ?NIti W 3. foonr 0otalls of da+octotAit warning OW;-tacee, a" Standard PiAOOA. DETECTABLE Wiili_ --- 4 where an Islanid pas UWACE SEE wits 3 OCR 110n00 w" t"+h Is I"s *Plan AND 5.------® RAISED ISLAND The detectable warn ng surface than oxtofto the tult lot" I length A + t $1-0 '01 do f4*te ourf4ce atl Wood frail V) 2' depth of +no Iy 9AU 2d gM BAW TYPE APASSAGEWAY fha0tailge VOY length. Where Island 'a a th" 1+0 B`- -mock/ Gotmctalbie warning Wirt shall ful wil h RAISED ISLAND ___1 4 -Cr op+h of the " way length, S. For Clete CM curbof +h* detectable warning 40 RAISED ISLAND DETECTABLE su I == V, I be bet G" aMtrd WARNING C from 'the flowl Inc. -.4 SLOPE P*SSAOEWAY FACE 1-11 TO GRAIN 2% Max UE 404 3 6- T`rQft3IfIOnG fVVIK rOMP4 to T#Olk*, gUtters V 9freete shall 30 DETECTABLE ftuott and fr*4 Of ow-upt changes. 2 WARNING CURB RAMP CURB RAMP SWACE SEE NOTE VoXIMM slopes of odjolnlln 10 SEE NOTE SEE NOT SEE NOTE 4 iminsalately 0010"" " 4he ok" r?m or S/ 9 guttors, the 00 - = lo=owt, 411011 nate 5 WC00t 01+t4n 4 -0' of the top and bottom of the ovet romp. 'Q Eiss i SEE NOTE 4 wiltowtholes, yoults am all other utill-y 44 torlmes vi+bln 1hq bauod4ries of "" surb ran wril 00 SEE ROTE 4 reloCatiad or adjust" to grade by ttW awter ar t*, AVoe Fn coolunc4lon vt+h, cvrb romp is Toa. - SEE NOTE 4 e 9. For GooTtlioml CA" trainp 40+0114, see stcword pion A$". Cyd a SLOPE PASSAGEWAY )p to DRAIN 2X Max Z CURB RAM C3UR8 RAW. P SEE NOTE S SEE NOTE .4 vt TYPE 8 PASSAGEWAY RETAINING CURB If NECESSARY - ip tc@TFw6l�i Trdrmporfo* lon-r. At I RI is Reserved ------------ �f_EE�� - 2Z Max (RETAINING CURB RETAINING CM IF IF NECESSARY AT NCMSARY At EDGE ?I Dist COUNIty WJTX �0 oggs T I'sk --- q. 47" Max _4 EDGE OF SIDEWAt,K to, OF SIDEWALK -L _1- I __ " "pax n AND 0. x 'i7 7- A, Max 13 ilii SIDEWALK 5i Max SIDEWALK x" 41st M X July 15, 2016 47. jf&ii - V 19 ';r 4 AV xiji _4 1 10 ACCOMPANY PLANS DATED FRONT A rRONT EDGE OF SIDEWALK C SEI NOTE 9NOTESt '3OF 1_01�"Llw L K 94% Max `J'0% R8 x -?A A� SEE AT CU" 1. AS '1ter0O111"l,011r 111001t,"31 IC'Iscm through Case 0 curl, roar s e I omilmo 'a a � 10 t A y Corn, at a�j Waco for 0 trios Shown It A� CURB NOTE 9 all an ,,, Dot B. The case of oor4 rampa uilttlh Retail A do not have to M SIOCWALK SIDEWALK X FRONT EDGE kP wl fo� SIDEWALK Ou , CP be file some. Case A thr I b ramps alto may be used at d blo 6 covidtfloits i M; block locations, at dolate. 9.0% Max AT CURB 2, if disrance, Iran' IQ ""' 0""" cc" of 'a ,p and 4 - = -1y FRONT in Case A, the bl depressed longitudinally as In Cost 8, or C Or -?A 01 EDGE or may be widened ca n Case 0. M Tye 4 Ty SIDEWALK 3. When ramp is located In center of Curb return , crosew IR configuration Must be Similar to that shown r 1 B. 0 oetv 4C l I SIDEWALK —RETAININGtry CURB (BOTH SIDES OF LTI 4. At site conditions dictattl4,he rotolhing curb side and the flared old* of the Case 0 romp a I be constructed In reversed Auk (Al 9.0% Max AT CURD RAMP) position. the S. It located 0 0 carve, -ides of the romp pe!p not be parallel, M 9 OV mox SEE NOTE 9 NOTE 9 �1�: I t mix but the 'num wof he ramp sholl be 4 -2 AT �UAB coo A A 6. Sloe slope of ramp M x1mum of 9,00 at curb to w,fh',rA,`t"`af"', 011acent to tap of FRONT the romp, except In Case t and Case F. ,NTINC C G' OF SWINALK �QA.5E CASE Q Y. The Oat 'odon+ surfaces of +rdinafflona Of Curb romps to walk$# gutters, A- see Note 4 and streets shall be at the some level. Z -RETAININO CURO 1.(SOTH SIDES 0 RAMP) GUTTER GUTTER TOP OF QAMP��gjjy� 8. Counter slopes Of adiiOtning gutters and food surfaces Immediately odjooen+ to and within Inches of the curb ramp not be j. 4-2 A min SEE NOTE 9 ROLNDED 4 SEE NOrf' 4 n - fifee r' then 1:20 r pan slope sholl exceed I" of door each 2'-W of wi`O11'1Ze Mox s- 1.5� Max 9. Curb ramps shbtl have � detectable warning eurfaip that extends LA5E E SECTION A -A f". full width tray and 3'-0 depth of theQ 5pmp. A 4'-0 wide detectable warning surface ay be Used on a 4' -2 w dO curb roup. Dotectabil Warnin?, Surf does shall conform to the r#quiromontailn the Stond,,d GUTTER WHERE A FLARED 5109 OCCURS ILOIVL�11,110 101 E 'NIE� r�t"SG A CURB Speo f oflons, 10, Sidewalk and romp thickness, "I", attall be 31/2" Minimum, PROVIDE 2'-O" MIM of- CUII13 10 F RAMP -C _-"i n It. Utilkty pull boxes, Monholes, voulis and all other utility facilities Z ROUNDED \�7 - - . )Ft7 within the boundaries of the curb romp wit I be r0located or r ad +od to grade by the owner prior to, or in conlu'Ctlon with, ou�lleamp con#fruoflon, M - 1.5'l. Max T SEE NOTE It 12. Detectable warnfqaurfoce may novo to be cut to at low r *401 of SE_C_TION B-8 utility covers while maintaining full detectable worn ng width and depth. SIDEWALK Depress entire 81dawalk as required 4'H RETAINING CV08 OUTTCR IF NECESSARY FLOWLINE:0 ; 0 0 2.3" Min AND 2.4" Max - - - - - - - - - - -------------- _t'��r CENTER TO CENTER SPACING 0 00 RAISED EV111'" ME PATTERN 1111Z.UW NOTE 0 ECIABLE WARNINQ �USEAIQL Set Note 9 WHERE A FLARED— Slot OCCURS LIMIT OF PAY StAIE OF CALIFORNIA __C urn DF CURB WA K IF PR L 4'-2'M(n ROUNDED- DEP ARTMENT OF TRANSPORTATION CURB RAMP DETAILS ~ NO SCALE TYPICAL SEE fflE-RAMP NOTE 8 RSP A88A DATED JULY 15, 2016 SUPERSEDES RSP A88A DATED JULY 3, 2015, RSP A88A DATED MARC" 21, 2014 AND RSP A88A DATED JULY 19, 2013 AND QQRUEIN�TALLATIQN a REIROFIT RAY LIMIT STANDARD PLAN A88A DATED MAY 20, 7011 - See Notes I and 3 ExTafTng curb end sidewalk LREVISED PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. STANDARD PLAN RSP A8SA1 ,,- RAISED ISLAND SLOPE PASSAGEWAY TO ORAEN ZV klox SEE NOTE 4 If NECESSARY, CONSTRUCT RETAINING CURB A W CURS CURB AT EDGE OF SIDEWALK SEE Note ; SEC M: rZ4 �g.VIRG 1 rL SE T 2 SEE NOTE IDETECTASLE NOTF_S: Nin SERNING 9UWAM, E NOTE 3 S '200 Post mogemay widote", 'T" shaff be Max * SIDEWALK,, 34M."(14=P 2. For details of 1 Cfta OA b currompt see 100VIng 030d wt as �sx UJ Standard Flan A 4A. it 4 apes ?NIti W 3. foonr 0otalls of da+octotAit warning OW;-tacee, a" Standard PiAOOA. DETECTABLE Wiili_ --- 4 where an Islanid pas UWACE SEE wits 3 OCR 110n00 w" t"+h Is I"s *Plan AND 5.------® RAISED ISLAND The detectable warn ng surface than oxtofto the tult lot" I length A + t $1-0 '01 do f4*te ourf4ce atl Wood frail V) 2' depth of +no Iy 9AU 2d gM BAW TYPE APASSAGEWAY fha0tailge VOY length. Where Island 'a a th" 1+0 B`- -mock/ Gotmctalbie warning Wirt shall ful wil h RAISED ISLAND ___1 4 -Cr op+h of the " way length, S. For Clete CM curbof +h* detectable warning 40 RAISED ISLAND DETECTABLE su I == V, I be bet G" aMtrd WARNING C from 'the flowl Inc. -.4 SLOPE P*SSAOEWAY FACE 1-11 TO GRAIN 2% Max UE 404 3 6- T`rQft3IfIOnG fVVIK rOMP4 to T#Olk*, gUtters V 9freete shall 30 DETECTABLE ftuott and fr*4 Of ow-upt changes. 2 WARNING CURB RAMP CURB RAMP SWACE SEE NOTE VoXIMM slopes of odjolnlln 10 SEE NOTE SEE NOT SEE NOTE 4 iminsalately 0010"" " 4he ok" r?m or S/ 9 guttors, the 00 - = lo=owt, 411011 nate 5 WC00t 01+t4n 4 -0' of the top and bottom of the ovet romp. 'Q Eiss i SEE NOTE 4 wiltowtholes, yoults am all other utill-y 44 torlmes vi+bln 1hq bauod4ries of "" surb ran wril 00 SEE ROTE 4 reloCatiad or adjust" to grade by ttW awter ar t*, AVoe Fn coolunc4lon vt+h, cvrb romp is Toa. - SEE NOTE 4 e 9. For GooTtlioml CA" trainp 40+0114, see stcword pion A$". Cyd a SLOPE PASSAGEWAY )p to DRAIN 2X Max Z CURB RAM C3UR8 RAW. P SEE NOTE S SEE NOTE .4 vt TYPE 8 PASSAGEWAY RETAINING CURB If NECESSARY Gul YEN FLOW,,INE ------------ �f_EE�� - 2Z Max SEE NOTE 7 C110N A -A Wit TYPE C PAS &ASgLA CLEAR PASSAMWAY 4 STATE OF CALIFORNIA SURIFACE OF RAISED ISL AND CEPAATMIEN7 OF TRANSPOAITATtON CURB RAMP AND RETAPURS Cts ISLAND PASSAGEWAY DETAILS 140 SCALE LASA -EWAI-LS A 7V n S_ECW_T01VS_ VEMEN T R EHA B IL / TA_,TION: CALIFORNIA AVE FROM OAK S T TO H S T 6.1-1769 KI I a m STRIPINO AND MARKINO NOTESw- INSTALL DETAIL 9 NOT USED INSTALL DETAIL 38 NOT USED INSTALL PAVEMENT MARKING "STOP" INSTALL TYPE IV ARROW (L), 15SF INSTALL TYPE IV ARROW (R), 15SF INSTALL VWIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. INSTALL I - WIDE (YELLOW) STOP BAR/PEDESTRIAN CROSSWALK MARKING. 66 SF STA 10+85 113 LF GENERAL NOTES 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 & 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. CONSTRUCTION NOTES CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4. CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. lixil FOUND CHISELED CONTRACTOR TO PROTECT IN PLACE. F51 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. 1[-6] CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. REMOVE EXISTING MEDIAN ISLAND. CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5'WIDE CONCRETE PAD. MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. H CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL. H CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. CONSTRUCT NEW MEDIAN ISLAND PER PLANS. TIE IN TO EXISTING MEDIAN ISLAND. ADJUST PULL BOX TO NEW GRADE. Al --4- 1200 LF--, .. . ...... AP ��nvDFESS/ I NG/ -y 'ZI 41 I �7 REGIS TERED Cl VIL ENGINEER LLJ rri C 80507 Exp. 3-31-19 Cl TY OF BAKERSFIELD Z. I I - lz �- 1501 TRUXTUN A VENUE C/Vi BAKERSFIELD, CA 93301 OP CA REVISIONS No. DA TE DESCRIPTION SCALE: 1 40 wid WA Erld A V -E BNSF RAIL ROAD COMPANY ?%k N%d 77�� —7-m -6 --g—g 4ii, y' .. ..... . i V�o 0 174-00 -18 194-00 C) 204-00 -1-00 21 loal 62 7777 - 77 .......... 77 9 A^ Qz 8, 'l 2'SF,` m 1 !'5) w BNSFRAIL ROAD COMPANY 77 -," T L 77� 777�,",--�, ,,777, . ...... -7 77 77, gg 2 -44 5 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS. 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7 CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELEDXWITHIN THIrl PROJECT LIMITS. 5 mo E 6 + -PIIV�E S VV LHOIENDo- SYMBOLSo- -Pl�A AT VI -E FULL DEPTH RECONSTRUCT g ADdUSTMONUMENTFRAMEAND COVER 12"TYPEA"H.M.A. on ADJUSTMANHOLEFR4MEAND COVER Ov MINOR CONCRETE COtYSTRUCTION GA S VA L VE TO BE A DJUS TED B Y 0 THERS CbRBS & GUTTERS, ACCESS RAMPS, 6.1-1769 CROSS GUT7ERS, SIDEWALK (E) CHISELED X File Nome: RSTP—Colifornic 2016--�1,Wb0m: ELVIS SIGUENZA PA VEMEN T REHABIL TA TION: dob No.: T7K217 liEngineer. JCIES CALIFORNIA AVE FROM OAK ST TO H ST l,Checked BY WERWRANTOXIMMI SHEE T NO. 4 OF 6 - ---------- 0 2 w 1O INSTALL DETAIL 9 O2 NOT USED O3 INSTALL DETAIL 38 O4 NOT USED �5 INSTALL PAVEMENT MARKING "STOP" �& INSTALL TYPE IV ARROW (L), 15SF O7 INSTALL TYPE IV ARROW (R), 15SF �8 INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSSWALK MARKING. O9 INSTALL 1' WIDE (YELLOW) STOP BAR/PEDESTRIAN CROSSWALK MARKING. CONSTRUCTION NOTES: CONTRACTOR THE PLANS. CONTRACTOR SHALL ADJUST MANHOLE PAVEMENT • ♦ s Os, STANDSW ARD OR 1 AND COMPLY AMERICA REQUIREMENTS. M3 CONTRACTOR SHALL ADJUST ENCASEMENT PER COB STANDARD AND COMPLYBUY AMERICA s• 'r r FOUND CHISELED CONTRACTOR LOr O PROTECT rO # • F. CONTRACTOR F •flr SHALL INSTALL CASE ♦ PEDESTRIAN ara ACCESS RAMP r r STATE REMOVECALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE 011 CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. j"' a CONTRACTOR SHALL INSTALL ALLEY GUTTER PER # 1. ♦ r AND 5'WIDE CONCRETE ♦.D. © MANHOLE/UTILITY VAULT BE • E BY Lj0j CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND REVEAL. CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. CONSTRUCT MEDIAN , ! ... PER PLANS. MEDIAN ISLAND. R ADJUST PULL BOX TO NEW GRADE. % ii BAKERSF/EL0 HIGH SCHOOL CALIFORNIA AVE 71 SCALE. f " = 40' BAKERSFIELD HIGH SCHOOL ALL UTILITY LOCATIONS SHOWN ♦ • APPROXIMATE O ♦ D REPRESENT INFORMATION 1i .r BY VARIOUS UTILITY COMPANIES. ♦ FINAL RESPONSIBILITY ! LOCATING UTILITIES IN THE FIELD IS PLACED ♦ CONTRACTOR. yr. ALL STRIPING r i PAVEMENT MARKINGS CONFORM THE STATE OF CALIFORNIA ♦ l PLANS DATED CONTRACTOR SHALL PROTECT r PLACE , MEDIAN SIDEWALK, CURBS .s . GUTTERS, AND ALL STREET IMPROVEMENTS DURING 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH TRAFFIC r , SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION .• MA •• No.7�t it 20b0m: EL VIS SI GUENZA En gin eer: JC,�'ES Checked By.. CONTRACTOR r,r SHALL RESPONSIBLE si REPAIR r•r 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 AND ALLEYS , ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7 CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X'WITHIN TH PROJECT O SYMBOL".- REMOVE EXISTING MEDIAN [EADJUST MONUMENT FRAMEAND COVER C7 ADJUST MANHOLE FRAMEAND COVER ca ` GAS VA VE TO BEADJUSTED BY 0THERS 6.1-1769 CALIFORNIA FROM OAK ST TO H ST CI T Y RECORD NO, Eel SHEET N0. 5 OF 6 1 2 3 0,0�� E S / 0, Z7 V C SINGH F� REGIS TERED Cl VIL ENGINEER C 80507 Exp. 3-31-19 Cl TY OF BA KER.S'FI EL D �� N 01 A C t U �15 � QF \� BA KERSRFI EL Dx CAV 93301 CA1.- REVISIONS N©. DA TE DESCRIPTION 12 /I e- w 4 ---j ALL UTILITY LOCATIONS SHOWN ♦ • APPROXIMATE O ♦ D REPRESENT INFORMATION 1i .r BY VARIOUS UTILITY COMPANIES. ♦ FINAL RESPONSIBILITY ! LOCATING UTILITIES IN THE FIELD IS PLACED ♦ CONTRACTOR. yr. ALL STRIPING r i PAVEMENT MARKINGS CONFORM THE STATE OF CALIFORNIA ♦ l PLANS DATED CONTRACTOR SHALL PROTECT r PLACE , MEDIAN SIDEWALK, CURBS .s . GUTTERS, AND ALL STREET IMPROVEMENTS DURING 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH TRAFFIC r , SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION .• MA •• No.7�t it 20b0m: EL VIS SI GUENZA En gin eer: JC,�'ES Checked By.. CONTRACTOR r,r SHALL RESPONSIBLE si REPAIR r•r 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 AND ALLEYS , ALL TIMES DURING CONSTRUCTION OF THE PROJECT. 7 CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X'WITHIN TH PROJECT O SYMBOL".- REMOVE EXISTING MEDIAN [EADJUST MONUMENT FRAMEAND COVER C7 ADJUST MANHOLE FRAMEAND COVER ca ` GAS VA VE TO BEADJUSTED BY 0THERS 6.1-1769 CALIFORNIA FROM OAK ST TO H ST CI T Y RECORD NO, Eel SHEET N0. 5 OF 6 1 2 3 I m STREET AND f OF CONSIRUC7701V VARIES VARIES I WEST BOUND EAST BOUND PHASE I PHASE 2 PHASE 4 PHASE J 181 VARIES VARIES I 18 p 2'- 18' WD TH & 121 M i n. LocA T10's vAR'Es SEE PLAN OfAAM12WO DEWCE —Tl -1 .�z SEE STREET PLANS FOR PA BANG LIMITS CA L IFORNIA A VE CONS TRUC TION PHA SING NOr TO SCALE ME PHA z`i` mm'w No. STREET AND f OF CONSMUCTION VVIAMIXIMI[mill SEE PLANS FOR L OCA TIONS PHASE No.2 NO T TO SCALE FL STREET AND f OF CONSTRUC7701V —"q I VARIES VARIES I WESTBOUND EAST BOUND PHASE 1 PHASE 2 PHASE 4 PHASE 3 18' - I - VARIES VARIES 18# 0 3,OZ�/� RE"GIS TERED CIVIL ENGINEER �?,oF E S S / I NGly C 80507 Exp. 3-31-19 CITY OF BAKERSFIELD 1>� Civi i P 1501 TRUXTUN AVENUE le -A-KFP-<�e-F - OF CAO �# MA DESCRIP TION SEE PL A NS FOR L OCA TIONS PHASE No.4 NOT TO SCALE file Nome: RSTP-Colifornic 2016 Job No.: T7K217 Dote: Mor. 2, 17 WtOm ELVIS SIGUENZA Engineer. JCIES`,, Checked By. PHASE No. 2 & 4 S TA G GERED PA VEMEN T S TA GlJY- MWOMM, FINA L PA VEMEN T S TA GE I 6.1-1769 ,CITY RECORDIIII No. PA SHEET NO. VEMEN T R EHA BIL TA TION: CALIFORNIA AVE F 6 OF 6 0 1 2 3 "�-1 71 A 3 12" MINIMUM TRA VEL L A NE EXISTING No. 1 LANE [FOURTH 0.20LIFT-14. THIRD 0.20' LIFT - 15.25 SECOND 0.20 LIFT - 16-' -r—=RRST 0,20' LIFT - 16.75 PHASE No. I & 3 STAGGERED PA VEMEN T STAG/NG NOT TO SCALE SEE PL A NS FOR L OCA TIONS PHASE No.4 NOT TO SCALE file Nome: RSTP-Colifornic 2016 Job No.: T7K217 Dote: Mor. 2, 17 WtOm ELVIS SIGUENZA Engineer. JCIES`,, Checked By. PHASE No. 2 & 4 S TA G GERED PA VEMEN T S TA GlJY- MWOMM, FINA L PA VEMEN T S TA GE I 6.1-1769 ,CITY RECORDIIII No. PA SHEET NO. VEMEN T R EHA BIL TA TION: CALIFORNIA AVE F 6 OF 6 0 1 2 3