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HomeMy WebLinkAbout6.1-1743 RevisionLIST OF DRAWINGS SHEET 1 Tl7LE SHEET SHEET 2-4 DETAILS &SECTIONS SHEET 5-7 PAVEMENT REHABIL /TA TION BENCHMARK THE MONUMEN T A T THE S TREE T IN TERSEC TION OF TRUX TUN A VENUE AND MOHAWK S TREE T SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S DA TUM NA VD 83. MONUMENT ELEVA TION= 389.0260 BASIS OF BEARING CITY OO F BA ; ERSFIELD PAVEMENT REHA BIL I TAT,'10N 2077 PHASE 7 TRUXTUN AVENUE FROM MOHAWK STREET TO OAK S TREE i THE CEN TERL I NE OF TRUXTUN AVENUE SHALL BE USED AS THE BASIS OF BEARING. FEDERAL PROJECT NO. STPL 5109 (769) CITY PROJECT NO. T2K225 CITY STANDARDS PROJEC 5;_1, sr_z. 5r_7ST-9 sr_,z 5T-14 5r_21 OCATIO STATE STANDARDS A20A, A20B, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS F.H. ❑5 MANHOLE � FIRE H YDRAN T P.P.POWER POLE IDM AVWATER METER EXISTING MONUMENT W V � WATER VALVE FUTURE MONUMENT ® G.M. GA S ME TER S.L. G.V. 3 S TREE T LIGHT N GAS VALVE 0­3::� STREET LIGHT W/MAST ARM -q� BENCHMARK C.O. 0 CLEAN OUT nm�- AUTO SCOPE O PRE-EMPTION DEVICE LOCATION MAP NOT TO scaLc I FINAL PAY QUANTITIES R OA D WA Y EXCA VA TION (EARTH WORK) EA SEMEN T 9 (PAINT) EXIST. CURB & GU T TER 21 (PAINT) RIGHT -OF- WAY - — — — — — - - EXIST A.C. FLOWLINE 38 (PAINT) CEN TERL INE 40 (PAINT) EXIST EDGE OF PA VEMEN T FIRE H YDRAN T PA VEMEN T RAILROAD TRACKS 7 GUARD RAIL x CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS W EXIST WATER LINE s EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE F.H. ❑5 MANHOLE � FIRE H YDRAN T P.P.POWER POLE IDM AVWATER METER EXISTING MONUMENT W V � WATER VALVE FUTURE MONUMENT ® G.M. GA S ME TER S.L. G.V. 3 S TREE T LIGHT N GAS VALVE 0­3::� STREET LIGHT W/MAST ARM -q� BENCHMARK C.O. 0 CLEAN OUT nm�- AUTO SCOPE O PRE-EMPTION DEVICE LOCATION MAP NOT TO scaLc I FINAL PAY QUANTITIES R OA D WA Y EXCA VA TION (EARTH WORK) TRAFFIC STRIPING, DETAIL 9 (PAINT) TRAFFIC STRIPING, DETAIL 21 (PAINT) TRAFFIC STRIPING, DETAIL 31 (PAINT) TRAFFIC STRIPING, DETAIL 38 (PAINT) TRAFFIC STRIPING, DETAIL 40 (PAINT) PA VEMEN T MARKINGS (WHI TE PAIN T) FIRE H YDRAN T PA VEMEN T MARKERS (TYPE D) 6,370 C Y 12,518 LF 4,514 LF 645 LF 1,797 LF 96 LF 1,150 SF 7 EA STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A Job No.: T2K225 File Path: K:\LDD—ENGINEFI--PING\2010-2011\TlK211 Truxtun Avenue Resurfacing\dwg File Name: Truxtun—Oak—Mohawk-03012013-3.dwg wl PROJECT LENGTH 00 ESS/pN pEAN w Q� m C 46803 * Exp.6-30-13 C/ V o- 1.5 MILES APP/40VEV BY= RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE CIVIL �ENGINEER IV - DESIGN ENGINEERING DATE rJ 3 y.,: s• TRAFFIC ENGINEERING �;� ; ;� . DATE PAVEMENT REHABILITATION 2011 PHASE 1 N 0 OF TRUXTUN A VE FROM MOHA WK STREET TO OAK STREET 7 SHEETS 0 1 2 i tLu Q; C) ice• 4, L, I-; Z' C► U.1 1 Uj Q CL Z O N Z _0 Q 15m z W W z j 3 J Q w ry CD 0 Q z 0 w O J w 0 I I Q N O Ln aj O N 0 c - C) 0 a C_ 0 3 I 0 N 0 O 1 C3 a O CI x P C_ U 6 0 a� c 0 Q c x F` N Y 0 N I O O N CD Z ry w w z Z w I D J / R WHEN HYDRANT IS WITHIN 50' OF CURB RETURN, PLACEMENT OF FIRE HYDRANT MARKER AT THE SIDE STREET SHALL BE REQUIRED. Nil TRAFFIC FLOW 6" (PER MUTCO 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. T FIRE HYDRANT 1 LANE TWO TRAFFIC FLOW -a- LANE ONE I PLACEMENT OF OF FIRE HYDRANT MARKER SHALL BE LOCATED 3" OUTSIDE OF THE LANE ONE STRIPE FIRE HYDRANT MARKER L OCA TIONS NOT TO SCALE BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE: 5' WIDE AT CURB AND GUTTER 4' A T CURB ONLY BEGIN DETAIL 39 A T ECR W/ PAVEMENT MARKING END DETAIL 39 AT BCR 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 200' TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERM/NATION OF LANES TRIPING A T INTERSECTIONS WITHOUT STOP BA RS 4.0' MOX. EXISTING MANHOLE SHALL BE CENTERED IN THE PAD j •. , - NO TES. 1 1. All work sholl conform to the opplicab/e sections of the 7. •4 1 specifications entitled "Standard Specifications, State of California, Deportment of Transportation; approved Nt:4 : ; `. .. ; • f current edition. 2. All unlined manhole joints shall be filled with Kent . CMs�� M • ` .' ` • seol or opproved block mastic equal. Inside of manholes • .., must be mortared and neatly raked or wiped on inside b~ _ o/ pipe. 3. Pre cost reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, curren t edition. PLAN AT SURFACE 5. Concrete pod shall be cured with o white pigmented curing compound as per section 90-7.01B of the standard specifications. P.C.C. slab not to be poured until 6. See standard drawing SW -6 for frame, cover,. and R=0.5" paving is in place. Slab and lid drop manhole details (12mm) to be 0.125 to 0.25" (3mm to 6mm) below new finished paving. 2.0 Min. 8.0" Min. ........i r ....................................... { t.........I 2:1 Mortar, Dry Pocked SW -2 TYPE 'A ' MANHOLE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA NOT TO SCALE SW -4 TYPE 'B' MANHOLE PUBLIC WORKS DEPARTMENT NOT TO SCALE File Nome: Truxtun_Oak-Mohawk-0012013-3Drawn: N. GREWAL J. CA TALAN Job No.: T2K225 Engineer: N.GREWAL Date: Mar. 18, 13 Checked By. T)r° QRpFESS/ONS pEAN R ,•, 'tom r/ REGISTERED `CI VIL ENGINEER C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE 9TF C1 c�` p�� BAKERSFIELD, CA 93301 DF CA��F REVISIONS No. DA TE OESCRIP TION 1 2 / / 3 / / 4.0' (1.2m) o .a See standard drawing SW -6 for frome and cover details 0 0.25" (3mm to )mm) below new paving rrr NO TES: The upper portions of incoming Nand of the specifications entitled "Standard Specifications, outgoing sewers shall be Z�. removed and the broken edges v c-� 2. Mortar shot/ consist of one port Portland Cement shall be plastered smooth with and two ports of clean, well graded sand. 2:1 Mortar, cement mortar. 2.0' Dia. Dry Pocked 3. Joints shat/ be filled with mortor and neotly cleaned Class (0.6m) n% or wiped on inside of pipe. R Concrete 0 4. Pre cost reinforced manhole sections shot/ be SW -4 TYPE 'B' MANHOLE PUBLIC WORKS DEPARTMENT NOT TO SCALE File Nome: Truxtun_Oak-Mohawk-0012013-3Drawn: N. GREWAL J. CA TALAN Job No.: T2K225 Engineer: N.GREWAL Date: Mar. 18, 13 Checked By. T)r° QRpFESS/ONS pEAN R ,•, 'tom r/ REGISTERED `CI VIL ENGINEER C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE 9TF C1 c�` p�� BAKERSFIELD, CA 93301 DF CA��F REVISIONS No. DA TE OESCRIP TION 1 2 / / 3 / / TOP VIEW Note: P.C.C. slob not to be o .a poured until paving is in place. 0 0.25" (3mm to )mm) below new paving 2.0' (0.6m) Square NO TES: Edge Pick HoleSawcut (Optional) t All work shat/ conform to the oppllcable sections of the specifications entitled "Standard Specifications, State of California, Deportment of Transportation", opproved current edition. '..:. . c-� 2. Mortar shot/ consist of one port Portland Cement N and two ports of clean, well graded sand. 2:1 Mortar, 2.0' Dia. Dry Pocked 3. Joints shat/ be filled with mortor and neotly cleaned (0.6m) n% or wiped on inside of pipe. R 0 4. Pre cost reinforced manhole sections shot/ be constructed in accordance with the provisions of ASTM C-478, current edition. SW -4 TYPE 'B' MANHOLE PUBLIC WORKS DEPARTMENT NOT TO SCALE File Nome: Truxtun_Oak-Mohawk-0012013-3Drawn: N. GREWAL J. CA TALAN Job No.: T2K225 Engineer: N.GREWAL Date: Mar. 18, 13 Checked By. T)r° QRpFESS/ONS pEAN R ,•, 'tom r/ REGISTERED `CI VIL ENGINEER C 46803 * Exp.6-30-13 Cl TY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE 9TF C1 c�` p�� BAKERSFIELD, CA 93301 DF CA��F REVISIONS No. DA TE OESCRIP TION 1 2 / / 3 / / DOME HEAD DISK DETAIL PAVEMENT REHABILITATION 2011 PHASE 1 TRUXTUN AVENUE FROM MOHA WK STREET TO OAK STREET 17 V3 SHEET NO. 2OF7 2 P.C.C. slob not to be poured until paving Note: PCC Slab not to be placed until is in place. Slab and lid to be 0.125" to paving is in place. 0.25" (3mm to )mm) below new paving 2.0' (0.6m) Square A.C. Paving Edge Pick HoleSawcut (Optional) Ilk 1.0" (25mm) Letters, 0.25 (5mm) Hign '..:. . 0.5" x 0.375" Diamond Mot, N (12mm x 9mm) A 0.125" (3mm) Deep' R A MONUMEN A f �� :•,. •. �.:.,': �.'.' o Top of • ' .' ' �� Building poper or ' ;,'.. ;� : Plastic in pints BKSF Monument 0.5" (12mm) Hole 10" (0.25m) 47.• 0.75" (20mm) Letters Pipe Casing 12" (0.3m) Dia. 0.125" (3mm) High 2.0' (0.6m) Square PLAN Concrete Pad 12.125" (0.3m) SEC TION THRU MON MEN T 0.06" (2mm) 10.75" (0.27m) 0.625" (16mm) 0.375" (16mm) 9.875" 0.25m ( ) NO TES: 0.75" (19mm) 1. All work shall conform to the applicable sections of the specircations entitled "Standard Specifications, State of 1.625" 4 mm) E California, Deportment of Transportation", opproved current 0.25" (6mm) 9.5" (0.24m) edition, and the following general notes. �. 0 2. Costings shall conform to the provisions of the specificotions for grey -iron castings serial designation ASTM. A48, class no. JOB 0.375" (lOmm) 10.125" (0.26m) 3. All frames and covers shall be tough, grey cost iron, free from warps, crocks, swells, and cold sheet, and shall have a 10.875" (0.28m) workmonlike finish. SECTION A -A 4. The seats of frames and bearing faces of the covers shall be Stomp Disk with R.CE. machined for a smooth, non -rocking fit between the two castings. or L.S Number. 5. Costing shall be thoroughly cleaned and dipped twice in a Concave depression for preparation of asphalt or coal for and oil applied at 300° F Surveying purposes• to form a firm and tenacious seal. 6. Concrete sholl contain no additives unless prior written opprovol is obtained from the City Engineer. 7. Concrete shall be cured with o white pigmented curing compound complying with section 90-7.018 of the Standard Specifications. 8. The surface sholl be rnished to grade, troweled smooth, and given a light broom finish. 2.0" (50mm) 9. All concrete used sholl be Class A" 0.125" (3mm) 10. The name of the manufacturing company shall be on the underside of the cover. Disk sholl be Leitz Disk and Stem to be 11. Pipe casing sholl be 10" (0.25m) I.D. steel, A.B.S., or as No. 8134-13 or cost together of Bronze directed by the City Engineer. approved equal ` N FILENAME: ST-21REV 0.438"x2.0"Shank w J STANDARD " 6 (llmm x 50mm) BRAWN JCu DOME HEAD DISK DETAIL PAVEMENT REHABILITATION 2011 PHASE 1 TRUXTUN AVENUE FROM MOHA WK STREET TO OAK STREET 17 V3 SHEET NO. 2OF7 2 QRpFESS/ONq �c�0 pEAN R cam, REGISTERED C/V/L FNGINEER C 46803 * Exp.6-30-13 * CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C1V1` p�� STREET AND OF CONSTRUCTION BAKERSFIELD, CA 93301 OF cp'bF Q REVISIONS Li FL No. DA TE DESCRIP TION Li VARIES 35'-45' VA RIES 35' TO 45' c� o MEDIAN WID TH 2 z VARIES (4'-22) EDGE OF COLDPLANE m PA VEMEN T/ SEE PLAN TO LANE L/NE Q A C DIKE 3 / / w f— O 71-1 m= _ ....4 // 'GRIND EXIS TING A --- AT THE LIP OF THE GUTTER 0 0.20' TYPE "A " EXISTING PA VEMENT SEC TION 0.20' TYPE "A " A. C. 0 VERL A Y A. C. 0 VERL A Y 11 EXISTING CURB & GUTTER (TYP) TRUXTUN AVENUE.- STA 96+55 TO STA 110+25 N. TS. N O O N 0 STREET AND OF CONSTRUCTION ROADWAY CROWN U i U F F 34' VAR/ES 39' TO 48' c � GRIND EX/STING AC GRIND EXISTING PAVEMENT 0.20' 0.20' TO MA TCH OVERLAY 0.20' TYPE "A" AC EXISTING PAVEMENT I GRIND EXISTING AC 0.20' .. ,. .. � o AT THE LIP OF THE GUTTER .. o . 3 ° EXISTING PA VEMEN T SECTION 0 �I EX/S TING CURB & GUTTER (TYP) of EXISTING CURB & GUTTER (TYP) X TRUXTUN AVENUE.- STA 138+30 TO STA 155+18 N. T S. i o, i 0 U S TREE T AND OF CONS TRUC TION a U) FL F -00 34' VARIES 53' TO 60' MA TCH EXISTING Q 2 (NE WL Y INSTALLED 0.20' TYPE "A " AC 2' c 0.20' TYPE "A A. C PA VEMEN T) " AC 0.80' TYPE "B" AC MA TCH EXISTING 0.80' TYPE "B" AC STRAIGHT STRAIGHT (NEW INSTALLED GRADE GRADE A. C PA VEMEN T) Y O o EXCA VA TE EXIS TING PA VEMEN T clq Z1CVQ-rlAll- EXS TING &I GUTTER RB P) LIMI TS OF EXCA VA TION VARIES X/S TING PA VEMEN T z BETWEEN 1.0 TO 1.30'± (TYP)EXISTING CURB & GUTTER (TYP) w w TRUX TUN A VENUE.- STA 155+18 TO STA 164+02 N. TS. z w I File Nome.* Truxtun—Oak—Mohowk-03012013—J Drawn: N. GREWAL J. CA TALAN PAVEMENT REHABILITATION 2011 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K225 Engineer: N.GREWAL Date: Mar. 18, 1J Checked By TRUXTUN AVENUE FROM MOHA WK STREET TO OAK STREET 3 OF 7 0 1 2 3 J Q w ry m 0 a z m 0 Li O J n 0 N I I Q N O O 0 N 0 U a a c 0 I 0 N O O I a 0 I a O I X / / C U d i V) m Q c X N Y / O N i O 0 N Z Fr III w z 0 z w I O O J / r� F q S TREE T AND q OF CONSTRUCTION 34' 2' MA TCH EXISTING (NEWLY INSTALLEL 0.20' TYPE "A" AC A.0 PAVEMENT) 0.80' TYPE "B" AC STRAIGHT F Gam= 2' 2' EXISTING CURB & GUTTER (TYP) F EXISTING PA VEMEN T NEWLY INSTALLED A. C) STRAIGHT GRADE EXCA VA TE EXIS TING PA VEMEN T - LIMI TS OF EXCA VA TION VARIES BETWEEN 1.0' TO 1.20'± (TYP) TRUXTUN AVENUE: STA 164+02 TO STA 165+12 q STREET AND CL OF CONS TRUC TION 11 0.20' TYPE "A" AC 0.80' TYPE "B" AC STRAIGHT GRADE �-- 0.20'TYPE "A " A C 0.80' TYPE "B" AC 113 F EXISTING CURB & GUTTER (TYP) N. TS. F 2' QRpFESS/04� pEAN R F 2 ,REGISTERED CIVIL ENGINEER ¢ C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD q 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE I DESCRIP TION MINIMUM 6 " FI L L A REA WI TH TEMP ORA R Y PA VEMEN T A T THE END OF SRIF T TO PRO VI D E SMOOTH TRANSITION FROM NEW PA VEMEN T TO EXISTING. A PPL Y CRA F TPA PER AT MEDIAN WID TH 2' VARIES (4'-22) THE END OF SHI F T do SEE PLAN 0.20' TYPE "A" AC PA VEMEN T LIMI TS CONTINUE STRAIGHT 0.80' TYPE "B" AC AT THE BEGINNING OF NEXT SHIFT GRADE _ ZMEDIAN CURB REVEAL SHALL BE 0.63' (7.5 INCHES) EXIS TING CURB EXCA VA TE EXISTING PA VEMEN T & GUTTER (TYP) LIMITS OF EXCA VA TION VARIES EXISTING CURB & GUTTER (TYP) BETWEEN 1.0' TO 1.20'± (TYP) TRUXTUN AVENUE.- STA 165+12 TO STA 173+07 N. TS. S TREE T AND CL OF CONS TRUC TION F 34' 0.20' TYPE "A" AC 0.80' TYPE "B" AC STRAIGHT STRAIGHT FGRADE GRADE I -- r — p 0.20' TYPE "A " A C 0.80' TYPE "B" AC F EXCA VA TE EXIS TING PA VEMEN T -� \ EXISTING CURB LIMI TS OF EXCA VA TION VARIES & GUTTER (TYP) BETWEEN 1.0' TO 1.20'± (TYP) EXISTING CURB & GUTTER (TYP) TRUX TUN AVENUE.- STA 173+07 TO STA 181+52 N. T S. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT PA VEMEN T PL ACED IN CURREN T SHI F T MINIMIZE PAVEMENT TRAVERSE JOINT DETAILS: END OF SHIFT PA VEMEN T PL ACED IN PA VEMEN T LIMITS CONTINUE 4' 2' PREVIOUS SHIFT x AF THE BEGINNING OF SHIFT REM 0 VE H 0 T PATCH & ° CRA F TPA PER MINIMUM 6 " A T THE BEGINNING 0P NEXT SHI F T { PAVEMENT TRA VERSE JOINT DETAILS= BEGINN , Y ' t ,C File Name: 7ruxtun-0ak-Mohcwk-03012013-3Drawn: N. GREWAL J, CA TALAN PA VEMENT REHABILITATION 2011 PHASE 1 Job No.: T2K225 En gin eer: N. GREWAL Late: Mar. 18, 13 Checked By. TRUXTUN AVENUE FROM MOHAWK STREET TO OAK STREET ,s lIVG OF SHIFT sA v 7YE 4 SHEET NO. t 4 OF 7 0 1 2 3 a . � ti a i PA VEMEN T PL ACED IN PA VEMEN T LIMITS CONTINUE 4' 2' PREVIOUS SHIFT x AF THE BEGINNING OF SHIFT REM 0 VE H 0 T PATCH & ° CRA F TPA PER MINIMUM 6 " A T THE BEGINNING 0P NEXT SHI F T { PAVEMENT TRA VERSE JOINT DETAILS= BEGINN , Y ' t ,C File Name: 7ruxtun-0ak-Mohcwk-03012013-3Drawn: N. GREWAL J, CA TALAN PA VEMENT REHABILITATION 2011 PHASE 1 Job No.: T2K225 En gin eer: N. GREWAL Late: Mar. 18, 13 Checked By. TRUXTUN AVENUE FROM MOHAWK STREET TO OAK STREET ,s lIVG OF SHIFT sA v 7YE 4 SHEET NO. t 4 OF 7 0 1 2 3 O UU Lr) wZ) ti0� oWw + CL Z rnZ0 -U �WZ in (D w m Q Ln n W O , 0 0 Koll LU LU LU> U � LL - O 526 LF AUK O QRpFESS/ON,q L0 �k� pEAN ,Q F �- REGISTERED CIVIL: ENGINEER'' 46803 W * Exp.6-30-13 Z J Cl TY OF BAKERSFIELD`req CIVIL U 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF 0110' � REVISIONS No. DA TE DESCRIPTION SCALE: 1 "= 40' 3 / / 4 / / O REFER TO TRIP PROJECT _ _ - - Ln WAY PHASE 6B" 1 - - I _.. _ -..__ + R PAVEMENT REHABILITATION - �- __ HEADER CnB+a- - - ..� e L - If Q) a� C: a� Q c X N Y 0 N I 0 0 N z w w z F5 z w I 0 J Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.- Truxtun_0ck_Mohawk-03012013-3 Drawn: N.GREWAL S.LO Job No.: T2K225 En gin eer. N. GREWAL Date: Mar. 18, 13 Checked By � TRUXTUN AVENUE GENERAL NOTES : 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. BOLAND PA VEMENT REHAB/LITH TION 2011 PHASE 1 TRUX TUN AVENUE FROM MOHA WK STREET TO OAK STREET I SHEE T NO. 5OF7 0 1 2 3 STRIP/NG NOTES : Ol INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS (15 SF EA) O3 INSTALL DETAIL 9 4O INSTALL DETAIL 21 OINSTALL DETAIL 31 O6 INSTALL DETAIL 38 OINSTALL DETAIL 40 BOLAND PA VEMENT REHAB/LITH TION 2011 PHASE 1 TRUX TUN AVENUE FROM MOHA WK STREET TO OAK STREET I SHEE T NO. 5OF7 0 1 2 3 Q 0 0 0 0 0 N 00 C_ U L d 0 3 rri 0 N 0 r� 0 0 �I 0 0 �I X D U d Q) C_ Q) Q C X f - N Y F- 0 N 0 0 N z w w z c� z w 0 0 J \IA / "-/ , ' i J -j 3 1075 LF J1072LF 40 136- 001 GENE L NOTES 1 ALL UTIL Y L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPR ENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U TY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE OR LOCA TING UTILITIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MA Y 2006. FO FO FO _ a_ m . - -.�- --- - -� -® F0 4 1070 LF uu� . • . t -J _- I - I- _ . , „„ - _ - _ ��-z , -� �` _I �r�,�— __7_ _ �— SCALE: "=40' � 1 AVENVE T�6)( LEGEND _ QRpFESS/ONv INSTALL l pEAN <CD FULL DEPTH RECONSTRUCTION IN AREAS 6' x 40' TYPE LOOP INSTALL REGISTERED CIVIL ENGINEER C 46803 INSTALL OVER 0.80' TYPE "B" AC. THE DEPTH OF EXCAVATION * Exp.6-30-13 O + CITY OF BAKERSFIELD9l 1501 TRUXTUN AVENUE C / V INSTALL DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS F OF CA��Fp� co BAKERSFIELD, CA 93301 Q INST L 6' x 6' REVISIONS V_ Lu Z No. DA TE DESCRIP TION J • ADJUST MONUMENT LID, 0.20' TYPE "A" AC. SEE DETAILS ON SHEETS 2 AND 3 FRAME, AND COVER PER OF THE PLANS ISSUED FOR THIS PROJECT. C.O.B. DRAWING S-29 �O ADJUST MANHOLE PAVEMENT RESURFACING IN AREAS INDICATED FRAME AND COVER PER F- C.O.B. DRAWING S-7 0.20' AT THE LIP OF THE GUTTER AND 0.0' AT HE LANE LINE. OVERLAY 0.20' TYSEE ETAILS V. ON SHEETS 2 AND 3 OF THE OR WATER VALVE TO BE THIS PROJECT. ADJUSTED BY OTHERS PAVEMENT RESURFACING IN ICATED G.V. ON THE PLANS. COLDPLANE C TO 46 0.20' AT THE LIP OF THE GUHROUGHOUT ADJUSTED BY OTHERS FO FO FO _ a_ m . - -.�- --- - -� -® F0 4 1070 LF uu� . • . t -J _- I - I- _ . , „„ - _ - _ ��-z , -� �` _I �r�,�— __7_ _ �— SCALE: "=40' � 1 AVENVE T�6)( CONSTRUCT/ON NOTES F1 MANHOLE TO BE ADJUSTED BY OTHERS ©NOT USED F21 INSTALL FIRE HYDRANT MARKERS AS SHOWNa TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT ON PLANS (FIELD VERIFY LOCATION). LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS �3 ALL EXISTING MONUMENT LIDS, MANHOLES, WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF CLEANOUTS, VALVE BOXES, AND CONCRETE 1.5 BELOW THE SURFACE OF THE PAINING. DETECTOR LOOPS PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. 4� CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT ® WATER VALVE TO BE ADJUSTED BY OTHERS CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06.a COLDPLANE 0.20' OF EXISTING ASPHAL T CONCRETE PA VEMENT AT THE PAVEMENT TIE IN TO 0.0' AT THE 50' LIMI T 5 ❑ TYPE E LOOPS SHALL BE PLACED 285' BACK OF LIMIT OF THE HEADER CUT. LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. 4 1070 LF �- �' -~"a' •-�-...•.�.- • .. ' . , .. C� F-- LEGEND _ SYMBOLS INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) INS A FULL DEPTH RECONSTRUCTION IN AREAS 6' x 40' TYPE LOOP INSTALL INDICATED ON THE PLANS. PLACE 0.20' TYPE "A" AC 4G. INSTALL OVER 0.80' TYPE "B" AC. THE DEPTH OF EXCAVATION INSTALL 6' 6�11' AND RECONSTRUCTION SHALL CONFORM TO THE TYPE "D" OP INSTALL DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS G.7 INSTALL ISSUED FOR THIS PROJECT. Q INST L 6' x 6' TYP "E" LOOP PAVEMENT RESURFACING IN AREAS INDICATED ON THE PLANS. OVERLAY EXISTING AC WITH • ADJUST MONUMENT LID, 0.20' TYPE "A" AC. SEE DETAILS ON SHEETS 2 AND 3 FRAME, AND COVER PER OF THE PLANS ISSUED FOR THIS PROJECT. C.O.B. DRAWING S-29 �O ADJUST MANHOLE PAVEMENT RESURFACING IN AREAS INDICATED FRAME AND COVER PER ON THE PLANS. COLDPLANE EXISTING AC TO C.O.B. DRAWING S-7 0.20' AT THE LIP OF THE GUTTER AND 0.0' AT HE LANE LINE. OVERLAY 0.20' TYSEE ETAILS V. ON SHEETS 2 AND 3 OF THE OR WATER VALVE TO BE THIS PROJECT. ADJUSTED BY OTHERS PAVEMENT RESURFACING IN ICATED G.V. ON THE PLANS. COLDPLANE C TO ® GAS VALVE TO BE 0.20' AT THE LIP OF THE GUHROUGHOUT ADJUSTED BY OTHERS THE ENTIRE WIDTH AS SHOLANS. OVERLAY 0.20' TYPE "A" AC. SEE DETILS SHOWN ON SHEETS 2 AND 3 OF THE PLANZI;Z UED FOR THIS PROJECT. EXISTING ASPHALT CTE PAVEMENT RECENTLY CONSTRUCTED BY O ERS. CONSTRUCT/ON NOTES F1 MANHOLE TO BE ADJUSTED BY OTHERS ©NOT USED F21 INSTALL FIRE HYDRANT MARKERS AS SHOWNa TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT ON PLANS (FIELD VERIFY LOCATION). LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS �3 ALL EXISTING MONUMENT LIDS, MANHOLES, WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF CLEANOUTS, VALVE BOXES, AND CONCRETE 1.5 BELOW THE SURFACE OF THE PAINING. DETECTOR LOOPS PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. 4� CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT ® WATER VALVE TO BE ADJUSTED BY OTHERS CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06.a COLDPLANE 0.20' OF EXISTING ASPHAL T CONCRETE PA VEMENT AT THE PAVEMENT TIE IN TO 0.0' AT THE 50' LIMI T 5 ❑ TYPE E LOOPS SHALL BE PLACED 285' BACK OF LIMIT OF THE HEADER CUT. LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. 4 1070 LF �- �' -~"a' •-�-...•.�.- • .. ' . , .. C� F-- H w 6 12 LF F 3 555 LF .W _ 3 413 LFF- 3 562 L F 4 4 -- ..2 Q 3 563 LF - vo ....... . , Rte — _ _ -,�.' .,.• • k. •� s FO FO Lr ''Cix a..s ... �..... . 4.t •p.�. ..... MMM, • ..i ii m .✓' ZAft2 9 .... " ..... 4 80 :..:.:............."�_.-. J... — — — — — — — — —. — — — — — — — 67 LF 3 5 _.................-...-...-... 198.LF..- c.....,, ............. _ .... - ... _ p� U �... .. ... ........ _ w .. .... .....----�..,.. ., ---, _ Q :....................... 96 LF 7 --JE AVE -ruN - _ - T._ r -CRUX TRAFFIC SIGNAL AT TRUXTUN A VENUE wAND EMPIRE DRIVE IS CONTROLLED BY CAMERAS Lu t � File Name.' Truxtun—Ook—Mohowk-03012013-3 Drown:N.GREWAL S.L0WE K.BOLAND PAVEMENT REHABILITATION 2011 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K225 En gin eer: N. GREWAL Dote:- Mar. 18, 13 Checked BY TRUXTUN AVENUE FROM MOHA WK STREET TO OAK STREET 6 OF 7 0 1 2 3 STRIPING NO TES : Oi INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) OINSTALL TYPE IV ARROWS (15 SF EA) G.3 INSTALL DETAIL 9 4G. INSTALL DETAIL 21 OINSTALL DETAIL 31 G.6 INSTALL DETAIL 38 G.7 INSTALL DETAIL 40 H w 6 12 LF F 3 555 LF .W _ 3 413 LFF- 3 562 L F 4 4 -- ..2 Q 3 563 LF - vo ....... . , Rte — _ _ -,�.' .,.• • k. •� s FO FO Lr ''Cix a..s ... �..... . 4.t •p.�. ..... MMM, • ..i ii m .✓' ZAft2 9 .... " ..... 4 80 :..:.:............."�_.-. J... — — — — — — — — —. — — — — — — — 67 LF 3 5 _.................-...-...-... 198.LF..- c.....,, ............. _ .... - ... _ p� U �... .. ... ........ _ w .. .... .....----�..,.. ., ---, _ Q :....................... 96 LF 7 --JE AVE -ruN - _ - T._ r -CRUX TRAFFIC SIGNAL AT TRUXTUN A VENUE wAND EMPIRE DRIVE IS CONTROLLED BY CAMERAS Lu t � File Name.' Truxtun—Ook—Mohowk-03012013-3 Drown:N.GREWAL S.L0WE K.BOLAND PAVEMENT REHABILITATION 2011 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K225 En gin eer: N. GREWAL Dote:- Mar. 18, 13 Checked BY TRUXTUN AVENUE FROM MOHA WK STREET TO OAK STREET 6 OF 7 0 1 2 3 M / "-/ 0� FO FO FO FO 1',J6-00 �.� GENERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR L OCA TING UTILI TIES IN THE FIELD. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MAY 2006. ' 3 1075 LF - - 3 1072 LF FO __. F-, — �,-- PO — An 14.0 _ 4 471 / / 1070 LF — -SCALE: I "=40 Rag TSN AVENVE T RUX LEGEND QRpFESS/ON INSTALL FULL DEPTH RECONSTRUCTION IN AREAS 10 AN INSTALL sme INDICATED ON THE PLANS. PLACE 0.20' TYPE "A" AC INSTALL REGISTERED CIVIL ENGINEER � C 46803 4O OVER 0.80' TYPE "B" AC. THE DEPTH OF EXCAVATION * Exp. 6-30-13 O CD Cl TY OF BAKERSFIELD J�� + 1501 TRUXTUN AVENUE qF C/ I\- OF coBAKERSFIELD, DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS CA 93301 CN - DETAIL 40 REVISIONS w Z No. DA TE DESCRIPTION J PAVEMENT RESURFACING IN AREAS INDICATED _ ON THE PLANS. OVERLAY EXISTING AC WITH "A" 4/4/13 ADJUST MONUMENT LID, ISSUED WITH ADDENDUM #3 0.20' TYPE AC. SEE DETAILS ON SHEETS 2 AND 3 FRAME, AND COVER PER OF THE PLANS ISSUED FOR THIS PROJECT. C.O.B. DRAWING S-29 AREAS 0❑ 471 / / 1070 LF — -SCALE: I "=40 Rag TSN AVENVE T RUX F1 MANHOLE TO BE ADJUSTED BY OTHERS Fil INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. E4 CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. 0 TYPE E LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. © NOT USED Qj TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. ® WATER VA VE TO BE ADJUSTED BY OTHERS. COLDPLANE 0.20' OF EXISTING ASPHALT CONCRETE PAVEMENT AT THE PAVEMENT TIE IN TO 0.0' A T THE 50' LIMI T OF THE HEADER CUT. LEGEND SYMBOLS INSTALL FULL DEPTH RECONSTRUCTION IN AREAS O INSTALL TYPE IV ARROWS (15 SF EA) INDICATED ON THE PLANS. PLACE 0.20' TYPE "A" AC INSTALL 6' x 40' TYPE "C" LOOP 4O OVER 0.80' TYPE "B" AC. THE DEPTH OF EXCAVATION DETAIL 21 INSTALL 6' x 6' AND RECONSTRUCTION SHALL CONFORM TO THE O6 TYPE "D" LOOP DETAIL 38 DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS INSTALL DETAIL 40 ISSUED FOR THIS PROJECT. Q INSTALL 6' x 6' TYPE "E" LOOP PAVEMENT RESURFACING IN AREAS INDICATED ON THE PLANS. OVERLAY EXISTING AC WITH "A" a ADJUST MONUMENT LID, 0.20' TYPE AC. SEE DETAILS ON SHEETS 2 AND 3 FRAME, AND COVER PER OF THE PLANS ISSUED FOR THIS PROJECT. C.O.B. DRAWING S-29 AREAS 0❑ ADJUST MANHOLE PAVEMENT RESURFACING IN INDICATED FRAME AND COVER PER ON THE PLANS. COLDPLANE EXISTING AC TO C.O.B. DRAWING S-7 0.20' AT THE LIP OF THE GUTTER AND 0.0' AT THE LANE LINE. OVERLAY 0.20' TYPE "A" AC. SEE DETAILS V. ON SHEETS 2 AND 3 OF THE PLANS ISSUED FOR WATER VALVE TO BE THIS PROJECT. ADJUSTED BY OTHERS PAVEMENT RESURFACING IN AREAS INDICATED G.V. ON THE PLANS. COLDPLANE EXISTING AC TO ® GAS VALVE TO BE 0.20' AT THE LIP OF THE GUTTER AND THROUGHOUT ADJUSTED BY OTHERS THE ENTIRE WIDTH AS SHOWN ON THE PLANS. OVERLAY 0.20' TYPE "A" AC. SEE DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS ISSUED FOR THIS PROJECT. EXISTING ASPHALT CONCRETE PAVEMENT RECENTLY " CONSTRUCTED BY OTHERS. F1 MANHOLE TO BE ADJUSTED BY OTHERS Fil INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. E4 CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. 0 TYPE E LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. © NOT USED Qj TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. ® WATER VA VE TO BE ADJUSTED BY OTHERS. COLDPLANE 0.20' OF EXISTING ASPHALT CONCRETE PAVEMENT AT THE PAVEMENT TIE IN TO 0.0' A T THE 50' LIMI T OF THE HEADER CUT. I� �I 00 + to Lu I I f x.114 ,I � "1-0 555 LF - "" .• " .. , :::::::. • _ W � File Nome.• Truxtun-Oak-Mohawk-03012013-3 Drown:N.GREWAL/s. LOWS K.BOLAND PAVEMENT REHABILITATION 2011 PHASE 1 SHEET NO. C1 TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K225 Engineer: N. GREWAL Date: Apr. 4, 13 Checked By TRUXTUN AVENUE FROM MOHAWK STREET TO OAK STREET 6 OF 7 0 1 2 3 STRIPING NOTES: O1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS (15 SF EA) O3 INSTALL DETAIL 9 4O INSTALL DETAIL 21 OINSTALL DETAIL 31 O6 INSTALL DETAIL 38 O7 INSTALL DETAIL 40 I� �I 00 + to Lu I I f x.114 ,I � "1-0 555 LF - "" .• " .. , :::::::. • _ W � File Nome.• Truxtun-Oak-Mohawk-03012013-3 Drown:N.GREWAL/s. LOWS K.BOLAND PAVEMENT REHABILITATION 2011 PHASE 1 SHEET NO. C1 TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K225 Engineer: N. GREWAL Date: Apr. 4, 13 Checked By TRUXTUN AVENUE FROM MOHAWK STREET TO OAK STREET 6 OF 7 0 1 2 3 1 0 N O O 1 3 O O I O O I x D CP 3 C U d U) Q) C: Q) Q x N i 0 N I 0 0 N / z w w z CD z w 1 0 0 J / Y E4 U) Q 0 Q WIN 4 0 R.. TV _ — O 1 1 $ \ 4 L ' t 99 I'l0H r OF WAY' l �--n 1007 LF { � / v g TV ui t 6 _ u ..� O O II� 171 IF O N �M hill . SR 1 3 994 LF ► # TRUXTUN AVENUE f j f # GENERAL NOTES QRpFESS/ONq ID AN C) OHO q��i 2C o,A✓ REGISTERED Cl VI L ENGINEER C 46803 Q* Exp.6-30-13 Cl TY OF BAKERSFI EL D "A �P D Ci��� 1501 TRUX TUN A VENUE qTF p�� Z BAKERSFIELD, CA 93301 OF CAL\F REVISIONS No, DA TE DESCRIP TION d 6 F 5 Ell� IS471 SCALE. 1 "= 40' LEGEND FULL DEPTH RECONSTRUCTION IN AREAS QRpFESS/ONq ID AN C) OHO q��i 2C o,A✓ REGISTERED Cl VI L ENGINEER C 46803 Q* Exp.6-30-13 Cl TY OF BAKERSFI EL D "A �P D Ci��� 1501 TRUX TUN A VENUE qTF p�� Z BAKERSFIELD, CA 93301 OF CAL\F REVISIONS No, DA TE DESCRIP TION d 6 F 5 Ell� IS471 SCALE. 1 "= 40' lTY OF BAKERSFIELD,CALIFORNIA CONSTRUCT/ON NOTES F1 MANHOLE TO BE ADJUSTED BY OTHERS M INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VA VE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. 4� CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. El TYPE E LOOPS SHALL BE PLACED 285' BACK OF L/M/T LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA WNG. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. PUBLIC WORKS DEPARTMENT © NOT USED Ej TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FL 0KINE SHALL BE A MINIMUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR L OOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS a WATER VALVE TO BE ADJUSTED BY OTHERS rCOLDPLANE 0.20' OF EXISTING ASPHALT CONCRETE PAVEMENT AT THE PAVEMENT TIE IN TO 0.0' AT THE 50' LIMI T OF THE HEADER CUT. File Name: Truxtun_0ak_Mohawk-03012013-3 Drawn: N.GREWAL%SLOWE/K.BOLAND Job No.: T2K225 Engineer: N.GREWAL Date: Mar. 18, 13 Checked By.• " : j LEGEND FULL DEPTH RECONSTRUCTION IN AREAS SVMB,OLS �-�-' ALL T INSTALL 1' WDE STOP BAR AND CROSS WALK STRIPING. (WHITE) INDICATED ON THE PLANS. PLACE 0.20' TYPE "A" AC 6;�k 40' TYPE LOOP TYPE IV ARROWS (15 SF EA) OVER 0.80' TYPE "B" AC. THE DEPTH OF EXCAVATION/ INSTALL 6' x 6' DETAIL 9 AND RECONSTRUCTION SHALL CONFORM TO THE TYPE "D" LOOP DETAIL 21 DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS DETAIL 31 ISSUED FOR THIS PROJECT. �; INSTALL 6' x 6' DETAIL 38 PAVEMENT RESURFACING IN AREAS INDICATED TYPE "E" LOOP DETAIL 40 ON THE PLANS. OVERLAY EXISTING AC WITH 0.20' TYPE "A" 0ADJUST MONUMENT LID, AC. SEE DETAILS ON SHEETS 2 ND 3 FRAME, AND COVER PER OF THE PLANS ISSUED FOR THIS PROJECT. C.O.B. DRAWING S-29 PAVEMENT RESURFACING IN AREAS DICATED ❑O ADJUST MANHOLE ON THE PLANS. COLDPLANE EXIST G AC TO FRAME AND COVER PER 0.20' AT THE LIP OF THE GUTTE AND 0.0' AT THE C.O.B. DRAWING S-7 LANE LINE. OVERLAY 0.20' TY "A" AC. SEE DETAILS V. ON SHEETS 2 AND 3 OF TH LANS ISSUED FOR � WATER VALVE TO BE THIS PROJECT. ADJUSTED BY OTHERS PAVEMENT RESURFA G IN AREAS INDICATED ON THE PLANS. CO PLANE EXISTING AC TO G.V. ® GAS VALVE TO BE 0.20' AT THE LIP F THE GUTTER AND THROUGHOUT ADJUSTED BY OTHERS THE ENTIRE WI PTH AS SHOWN ON THE PLANS. OVERLAY 0.20' TYPE " AC. SEE DETAILS SHOWN ON SHEETS 2 AND 3 OF HE PLANS ISSUED FOR THIS PROJECT. EXISTIN ASPHALT CONCRETE PAVEMENT RECENTLY CONST UCTED BY OTHERS. lTY OF BAKERSFIELD,CALIFORNIA CONSTRUCT/ON NOTES F1 MANHOLE TO BE ADJUSTED BY OTHERS M INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCATION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VA VE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. 4� CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. El TYPE E LOOPS SHALL BE PLACED 285' BACK OF L/M/T LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA WNG. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. PUBLIC WORKS DEPARTMENT © NOT USED Ej TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FL 0KINE SHALL BE A MINIMUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR L OOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS a WATER VALVE TO BE ADJUSTED BY OTHERS rCOLDPLANE 0.20' OF EXISTING ASPHALT CONCRETE PAVEMENT AT THE PAVEMENT TIE IN TO 0.0' AT THE 50' LIMI T OF THE HEADER CUT. File Name: Truxtun_0ak_Mohawk-03012013-3 Drawn: N.GREWAL%SLOWE/K.BOLAND Job No.: T2K225 Engineer: N.GREWAL Date: Mar. 18, 13 Checked By.• " : j PA VEMENT REHABILITA TION 2011 PHASE 1 TRUXTUN AVENUE FROM MOHA WK STREET TO OAK STREET t Y STRIPING NO TES Ol INSTALL 1' WDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS (15 SF EA) O3 INSTALL DETAIL 9 4O INSTALL DETAIL 21 OINSTALL DETAIL 31 O INSTALL DETAIL 38 OINSTALL DETAIL 40 PA VEMENT REHABILITA TION 2011 PHASE 1 TRUXTUN AVENUE FROM MOHA WK STREET TO OAK STREET t Y SHEE T NO. 7 OF 7 0 1 2 11 N N ro O N O Q a (D V) c- 0 N O rq O 1 Y 0 c- 0 0 I a O I c x U v- 0 0 0 Q X Y 0 N 0 0 N ca z w w z 0 z w I 0 0 J / a Q Z m P4wet W Z U F— Q SI? 'lCHI` OF WA ),' O _yy RIGHT OF W4 Y TRUXT11N AVENUE QROFESS/ONq F� DEAN � � F REGISTERED CIVIL ENGINEER0 46803 r * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCRIP TION 4/4/13 ISSUED WITH ADDENDUM #3 CD + �wl / / I CONSTRUCT/ON NOTES �1 MANHOLE TO BE ADJUSTED BY OTHERS. 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCA TION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. 0 TYPE E LOOPS SHALL BE PLACED 285' BACK OF L IMI T LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FL OWUNE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS 0 NOT USED ❑� TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS ® WA TER VA VE TO BE ADJUSTED BY OTHERS F-91 COLDPLANE 0.20' OF EXISTING ASPHALT CONCRETE PAVEMENT A T THE PA VEMENT TIE IN TO 0.0' A T THE 50' LIMIT OF THE HEADER CUT. LEGEND FULL DEPTH RECONSTRUCTION IN AREAS SYMB INSTALL LS INSTALL O INSTALL TYPE IV ARROWS (15 SF EA) INDICATED ON THE PLANS. PLACE 0.20' TYPE "A" AC INSTALL 6' x 40' TY E "C" LOOP INSTALL OVER 0.80' TYPE "B" AC. THE DEPTH OF EXCAVATION OINSTALL INSTALL 6' Y, 6' O AND RECONSTRUCTION SHALL CONFORM TO THE DETAIL 38 TYPE "D" LOOP DETAIL 40 DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS ISSUED FOR THIS PROJECT. INSTALL 6' x 6' TYPE "E" LOOP PAVEMENT RESURFACING IN AREAS INDICATED ON THE PLANS. OVERLAY EXISTING AC WITH "A" F0_1ADJUST MONUMENT LID, 0.20' TYPE AC. SEE DETAILS ON SHEETS 2 AND 3 FRAME, AND COVER PER OF THE PLANS ISSUED FOR THIS PROJECT. C.O.B. DRAWING S-29 PAVEMENT ❑O ADJUST MANHOLE RESURFACING IN AREAS INDICATED ON THE PLANS. COLDPLANE EXISTING AC TO FRAME AND COVER PER 0.20' AT THE LIP OF THE GUTTER AND 0.0' AT THE C.O.B. DRAWING S-7 LANE LINE. OVERLAY 0.20' TYPE "A" AC. SEE DETAILS V. ON SHEETS 2 AND 3 OF THE PLANS ISSUED FOR WATER VALVE TO BE THIS PROJECT. ADJUSTED Y OTHERS PAVEMENT RESURFACING IN AREAS INDICATED G.V. ON THE PLANS. COLDPLANE EXISTING AC TO ® GAS VALVE TO BE 0.20' AT THE LIP OF THE GUTTER AND THROUGHOUT ADJUSTED Y OTHERS THE ENTIRE WIDTH AS SHOWN ON THE PLANS. OVERLAY 0.20' TYPE "A" AC. SEE DETAILS SHOWN ON SHEETS 2 AND 3 OF THE PLANS ISSUED FOR THIS PROJECT. EXISTING ASPHALT CONCRETE PAVEMENT RECENTLY CONSTRUCTED BY OTHERS. CONSTRUCT/ON NOTES �1 MANHOLE TO BE ADJUSTED BY OTHERS. 0 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS (FIELD VERIFY LOCA TION). �3 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES, AND CONCRETE PADS AFFECTED BY FULL DEPTH RECONSTRUCTION AND RESURFACING SHALL BE ADJUSTED TO NEW FINISH GRADE. CONSTRUCT CASE A ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A. CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. 0 TYPE E LOOPS SHALL BE PLACED 285' BACK OF L IMI T LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FL OWUNE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS 0 NOT USED ❑� TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS ® WA TER VA VE TO BE ADJUSTED BY OTHERS F-91 COLDPLANE 0.20' OF EXISTING ASPHALT CONCRETE PAVEMENT A T THE PA VEMENT TIE IN TO 0.0' A T THE 50' LIMIT OF THE HEADER CUT. File Name.• Truxtun_Ook-iWohOWk-03012013-3 Drawn: N.GREWAL SLOWS K.BOLAND PAVEMENT REHABILITATION 2011 PHASE 1 CITY OF � BA KERSI cIEL D CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K225 En gin eer. N. GREWAL Date: Apr. 4, 13 Checked By: TRUXTUN AVENUE FROM MOHAWK STREET TO OAK STREET ,ALE. 1 "=40' SHEE T NO. 7 OF 7 P0 3 STRIPING NOTES Ot INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS (15 SF EA) O3 INSTALL DETAIL 9 4O INSTALL DETAIL 21 OINSTALL DETAIL 31 O INSTALL DETAIL 38 OINSTALL DETAIL 40 File Name.• Truxtun_Ook-iWohOWk-03012013-3 Drawn: N.GREWAL SLOWS K.BOLAND PAVEMENT REHABILITATION 2011 PHASE 1 CITY OF � BA KERSI cIEL D CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K225 En gin eer. N. GREWAL Date: Apr. 4, 13 Checked By: TRUXTUN AVENUE FROM MOHAWK STREET TO OAK STREET ,ALE. 1 "=40' SHEE T NO. 7 OF 7 P0 3