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HomeMy WebLinkAbout6.1-1789r (Awl � � � I 4F 41 RAW � r41A IJJMW MONUMENT AT THE INTERSECTION OF UNION AVENUE A T HOSKING AVENUE ELEV. = 349.92 BASIS OF BEARING CITY OO F = A � ERSFIELD STREET IMPROVEMENTS- HOSKING AVENUE FROM MON/TOR STREET TO UNION AVENUE THE CEN TERLINE OF HOSKING AVENUE, FROM MONUMENT AT HOSKING/MONI TOR TO THE MONUMENT AT HOSKING/UNION, SAID LINE ALSO BEING ON THE SOUTH LINE OF THE SOU THEA S T QUA R TER OF SECTION 30, TOWNSHIP 30 SOUTH,, RANGE 28 EAST. SOUTH 89" 30' 21"' EAST �il7�YICY►Yli�l/7�:Ti]C� ST— 1s ST -5, ST- 7.1, T-2, T-25, T-29 EA SEVEN T - - RIGH T- OF- WA Y CEN TERL INE RAIL ROAD TRACKS x CHAIN LINK FENCE EXIST. CURB & GU T TER --------------- EXIST. A. C. FL0WLINE S I XT, EDGE 0PA M FNT E VE E GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W EX/ST WATER LINE c ExlSr GA LINE OH EXIST AER/AL LINES TV EXIST UNDERGROUND TV CABLES o EXIST OIL LINE M.H. � MANHOLE P.P. -f- POWER POLE F(71 SHEET 1 TI TLE SHEE T S.L. SHEET 2 DE TAIL S UNDERGROUND SHEET 3 S TREE T CROSS SECTION DETAIL LF SHEET 4 S TREE T CROSS SECTION DETAIL TRAFFIC STRIPE (DETAIL 378, THERMOPLASTIC YELLOW) . SHEET 5 DEMOLITION PLAN 448 SHEET 6 S TREE T IMPROVEMENT PLAN LF SHEET 7 S TRIPING PLAN TRAFFIC STRIPE (CROSSWALK, THERMOPLASTIC WHITE) SHEET 8 TRAFFIC SIGNAL PLAN MONUMENT AT THE INTERSECTION OF UNION AVENUE A T HOSKING AVENUE ELEV. = 349.92 BASIS OF BEARING CITY OO F = A � ERSFIELD STREET IMPROVEMENTS- HOSKING AVENUE FROM MON/TOR STREET TO UNION AVENUE THE CEN TERLINE OF HOSKING AVENUE, FROM MONUMENT AT HOSKING/MONI TOR TO THE MONUMENT AT HOSKING/UNION, SAID LINE ALSO BEING ON THE SOUTH LINE OF THE SOU THEA S T QUA R TER OF SECTION 30, TOWNSHIP 30 SOUTH,, RANGE 28 EAST. SOUTH 89" 30' 21"' EAST �il7�YICY►Yli�l/7�:Ti]C� ST— 1s ST -5, ST- 7.1, T-2, T-25, T-29 EA SEVEN T - - RIGH T- OF- WA Y CEN TERL INE RAIL ROAD TRACKS x CHAIN LINK FENCE EXIST. CURB & GU T TER --------------- EXIST. A. C. FL0WLINE S I XT, EDGE 0PA M FNT E VE E GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W EX/ST WATER LINE c ExlSr GA LINE OH EXIST AER/AL LINES TV EXIST UNDERGROUND TV CABLES o EXIST OIL LINE M.H. � MANHOLE P.P. -f- POWER POLE F(71 EXISTING MONUMENT D FUTURE MONUMENT S.L. UNDERGROUND �£ STREET LIGHT UNDERGROUND STREET LIGHT W/MAST ARM C.O. � CLEAN OUT ^F.H. OJ� W.M. W.V. G.M. G.V. S SD E T r-/-, FIRE H YDRAN T WA TER ME TER WA TER VAL VE GAS VAL VE AU TO SCOPE EXIST SEWER LINE EXIST STORM DRAIN EXIS T UNDERGROUND POWER LINE EXIS T UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE PRE-EMPTION DEVICE X11111111111 1111111 .1111111111 IIIIIt111111 1111111 �'�111111111 1111 111111111111111 �`�Il111111 IIt11 111111111111111 01111111111 It11111111111 1111111!111 : �Ii///t 111111111111 IIIIItt11M1!� t//// .1111111111 1111111 /1 01111111111 1111111 11 1111111111111111 ■■ MON� 15KINO A VENUE' i1 M_ _■_ __ `■ 1111 _ ■ /iilii ■ : ■ ■ ■ IIIIi ■�mill 11111 ■i ���■i1 on Ell Ell ffl Z ME L 0 CA TION MAP NO T TO SCALE FINAL PAY QUANTITIES ITEM ES7/MATED QUANTITY UNIT OF MEASURE REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 3874 SF EARTHWORK (ROADWAY EXCAVATION) 2275 C TRAFFIC STRIPE (DETAIL 9, THERMOPLASTIC WHITE) 3383 LF TRAFFIC STRIPE (DETAIL 38A, THERMOPLASTIC WHITE) 500 LF TRAFFIC STRIPE (DETAIL 378, THERMOPLASTIC YELLOW) 50 LF TRAFFIC STRIPE (DETAIL 32, THERMOPLASTIC YELLOW) 448 LF TRAFFIC STRIPE (DETAIL 22, THERMOPLASTIC YELLOW) 165 LF TRAFFIC STRIPE (DETAIL 27B, THERMOPLASTIC WHITE) 10,321 LF TRAFFIC STRIPE (CROSSWALK, THERMOPLASTIC WHITE) 518 SF PAVEMENT MARKINGS THERMOPLASTIC 30 SF rA////,A a Y ti W J W Q 2 STATE OF CALIFORNIA � z NOTE: � THE CONTRACTOR MUST POSSESS THE FOLLOWING � VALID LICENSE: W CLASS '�14 " No TE: � 0 THE CONTRACTOR SHALL CONTACT THE USA LOCATOR � SERVICE 1-800-642-2444, 48 HOURS PRIOR TO � EXCA VA TION. t� PROJECT LENGTH I 11, 0.5 MILES Z Q .£ A PPfRC3 VED B Y= 4a -1 t NI 01 AS FIDLER, TrC.E. 61069, EXPIRES 12-31-18 DATE PUBLIC WORKS DIRECTOR C%) �S APPROVAL RECOMMENDED BY: Z O QRpF S/049 s t NCH W IZ 0s zv/ 7 C 80507 ASSISTANT PUBLIC WORKS DIRECTOR DATE a * Exp. 3-31-19 s P C t V 1 OF CAL�F� l �. CI IL EkGINEER IV - DESIGN NGINEERING DATE W 6.1-1789 W —� /1 /2_`Z ! 1-7 DATE I� TRAFFIC ENGINEERING CITY RECORD No. STREET IMPROVEMENTS= HOSKING AVENUE NO 1 Job No.: T51<214 OF File Path: S. \PROJECTS\2014-2075\75K214_Hosking -St /mpg\AutoCAD Drawings FROM MONITOR STREET TO UNION AVENUE 8 File Name: T5K214 — St Imp Hoskin g_Monitor—Union_2percentslope.dwg SHEETS 0 1 2 3 Score Mark, NOTES* see Note 7 2.0" deep Weakened 1. All workmonship and maferla/s sholl conform to Lot Line Adjust R/W or obtain Plane Joint, see Note 7. Expansion Mounting Bolts, min. 2 per sign panel. See the applicable sections of the specifications "State 2.5 min. from Jot line. easement to accommodate Curb & Gutter per Joint I I , , Note 6 for mounting hardware requirements entitled of California, Department of full depth of approach. A _ _ _ _ _ Standard Detail ST -1. r r - "' -�"-- - T _ _ _ _ _ _ _ _ _ -r---- -'' - - _ _ _ _ _ _ _ _ _ _ _ _ _ Alternate location to be used when , , I Transportation, Standard Specifications; hereafter known as Standard Specifications , current City -�-- Curb Romp per sidewalk extends from the curb to approved edition. i Standard Detail ST -10. �� �'' S0 �< ,< the property line, particularly in commercial areas For ADA 2 A current Street Permit issued by the City of Bakersfield Public Works Department must : v r ' . Drivewa . i Y r 10.0 t)p' � �� b compliance, a min. of 48" clearance is required from back of sidewalk q " 2.0 square galvanized steel Sign Post, 14 7 16" holes accompany a/1 work within the City right-of-way. l� i r , r r between joints to edge of sign post. gouge with pre -punched on g g P P 3 Subgrade for drive opproach shall be ... :. . _ _ _ _ _ _ _ ------- r \ r >/ , 1.0 centers Telespor or opproved equal constructed true to grade and cross section and Expansion r! err `,,� ,� - - _ - - - - - Joint ii ��� a '� Note: Sign post must meet MUTCD breakaway requirements compacted to 909 of maximum dry density as determined by ASTM D-1557 to a depth of 6.0' below top k ... Combination8.33X ." 8.J Combination Sidewalk Sidewalk of subgrade. ----.. , o :.. . # + t m 30 min. at mfr#ure N signalized intersections i i � � 6.0" from back of sidewalk. 4. Concrete for drive approach shall conform to the requirements of the Stondard Specifications -__-_-- ' t. . " • ' .' ==��' -� ------ i i " 20 ► for minor concrete min. cement content 505 ( Curb &.Gutter. Score Mark " Combination G c Right-of-way 6.0 Sidewalk Varies � € • 2.5" x 26"scare Posf Slee ve w 7 16" q " " (1 1 knockouts) with 5116 x 3.5 thru bolt !bleu yd). Concrete shall contain no additives unless prior approval is obtained from the Cit pP y -- -- - -- -- - - - -- - - - - See 10' Min. a -• '' Sleeve to extend 2.0" above sidewalk. Engineer gi � See Note 7. Rf ht 32 Max. g # t oA � 2.0' .., C A f,$' ; I I 18.0 " 5. Amber forms shall be surfaced on the side " 1.5% min. 2 0% 2.OX min. - 4:1 max. i I e 1 c, I I N ` �' � Concrete Footing, placed next to the concrete and shall not be less than 1.5"thick after being surfaced. Forms and PLAN 50 w/ 6.0 curd height m �..--- u see Note 3. subgrade shall be wetted immediately prior to placement of concrete. Weakened Plane t " Joint 4.0 min, 8.0" min. 6. Concrete surfaces shall be troweled smooth, 4.5 Sidewalk for Local Street 4.0> minimum edged and then given a light broom finish. 6.0" 5.5' Sidewalk for Collecfar/Arterial X4.5' on oll local streets, unless otherwise directed by the City Engineer Immediately after finishing, all exposed surfaces R/W Line 6.5'.on all arterial and collector streets and on all local streets that are shall receive a complete, uniform coating of white pigmented curing compound conforming to the 1.0" Lip r 1.5% min. - 2 O max. Drivewa ;, : • Variable •' v • 4 : :.. . . �' ' adjacent to schools, hospitals, commercial or industrial areas or as requirements of the Standard Specifications. q SP ..... •. .... ;,-.;,.:.• .,. �:.� :4 .;.:,.,.".. . '• , ,; • �' : • . ,. ; • . ' �„ , otherwise directed by the City Engineer. NOTES- 7 Expansion faints shall be constructed at both ., . . •: ` . •: • � • � •• • • ` ........ ` • 4 . •�"`� 6.0" Min. frariabie 1. All workmanship and materials shall comply with the o lrcable P PY PP � 5. Stop sin reflective sheeting shall be 3M Diamond Grade P 9 9 ends of approach. Weakened plane joints, 20 " 6.0 Min. sections of the specifications entitled "State of California, Depart- Cubed (00) or approved equal. School zone signs shall hove DG3 deep, shall be placed at center of approach and SECTION A -A NO TES:" rent of Transportation, Standard Specifications hereafter known florescent green sheeting or approved equal. All other signs shall at 10'maximum intervals or as directed b the Y 1. All workmanship and materiols shall conform to the applicable 8. Expansion joint Viler material shall consist of preformed as "Standard Specifications; current City approved edition. have high intensity grade reflective sheeting. AU signs shall City Engineer. sections of the specifications entitled "State of California, strips of durable, resilient compound that conforms to the have 3M 1160A graffiti resistant overlay lim or approved equal. Department of Transportation, Standard ecifications" hereafter requirements of the Standard Specifications p " p " Sp 2 A current Street Permit issued by the City of Bakersfield Public 6. Sign panels shall be mounted with Hawkins Type M2G series 5 Expansion joint filler material shall consist of preformed strips of durable, resilient compound known as Standard Specifications, current City approved edition. 9. Sections of existing sidewalk being removed for replacement shall be sawcut at the limits of removal as directed by the City Engineer. Works Department must accompany all work within the City bolt and vandal proof nut assembly or approved equal. Sign that conform to the requirements of the Standard r '� s� 2. A current Street Permit issued b the Cit of Bakersfield Y Y The section being removed shall be a min. of 50 in length and right-of-way. panels mounted an signal or other poles shall be attached with Specifications V o4>; Public Works Department must accompany all work within the sowcuts shall align with existing int or score line Replacement 9 9 jo P City right-of-way. shall conform in dimension and location to the adjacent existing 3 Concrete for sign post footing shall conform to the requirements stainless steer strops and Hawkins Toe M2G series bolt and P 9. Sections of existing drive a roach being•• g PP ` ' "• • °�' of the Standard Specifications for minor concrete (min. cement vandal proof nut assembly or approved equal. Drilled holes shall removed for replacement shall be sawcut at the ��,' �� f •. 3 Subgrade shall be constructed true to grade and cross section improvements unless otherwise directed. and compacted to 909' of maximum dr density as determined b P Y Y Y content of 505 ib cu Concrete shall contain no additives / ) not exceed diameter of bolt b more than 1116" To of post Y I P P limits of removal as directed by the City Engineer. Are being be 0 • . ��'� 10. Combination sidewalk shall be used at intersections and bus stops ASTM D-1557 too depth of 6.0" below top of subgrade. on all arterio! and collector streets and may be used of cul-de-sacs unless Amor a rovol is obtained from the Cit Engineer p Pp Y 9 is to be below #o of sin oriel b no more than 1.5'" P 9 P Y section removed shall a minimum of 50'in length and sawcufs shall align with existing 4 Concrete for sidewalk shall conform to the requirements of and knuckles on local streets All other uses of combination sidewalk 4. Sign panels shall be Standard size as denoted in the 7. When sign post is installed in existing sidewalk, the sidewalk joint or score line. Replacement shall conform in dimension and location to the adjacent existing PPS gk the Standard Specifications for minor concrete (min. cement are subject to the approval of the City Engineer MUTCD, unless otherwise specified Sign plates shall be made shall be core cut content of 505 Iblcu yd). Concrete shall contain no additives 11. Any deviation from sfondard in finish, color, or materials used from City Engineer of 0.125" aluminum plate, cut to size per MUTCD, unless improvements unless otherwise directed. ori °n unless prior approval is obtained the will require prior approval from the City Engineer otherwise specified. 10. Sections being replaced may be poured against°�Sae�vk 5. limber forms shall be surfaced on the side placed next to the 12. Transitions in sidewalk types must be approved by the existing pavement, if in good condition and with concrete and shall be not less than 1.5" thick after being City Engineer. prior opprovol of the City Engineer. Otherwise, the surfaced Forms and subgrade shall be wetted immediately 13. All sidewalk construction shall comply with current existing pavement shall be sawcut a minimum of NOTE.• T e "B" drive approach is only allowed yp PP Y prior to placement of concrete. requirements for ADA. 20'from the edge of concrete or as directed, 6. Concrete surfaces sholl be troweled smooth, edged and Pavement patch shall conform to the requirements with prior approval of the City Engineer. of City Standard ST -11. then given a light broom finish. lmmediafel after finishing, 9 � }, g DATE 10/15 DATE 07/97 DATE REV all exposed surfaces shall receive a complete, uniform coating STANDARD DRAWN STANDARD DRAWN 11. Curb and gutter and body of approach shall be STANDARD 12,13 of white pigmented curing compound conforming to the mCu/sW GEG poured separately, not monolithically. DRAWN JVH/BW Standard Specifications Concrete surface shall be kept COMBINATION SIDEWALK C"E` s IESH MISCELLANEOUS SIGN DETAIL mEcKEDBSD CHECKED SINGLE FAMILY RESIDENTIAL moist until the curing compound is applied. SCA, N.T.S. SCALE 12 No drive approach construction shall be S. �.ESH DRIVE A P P R 0 A C H -TYPE " B " SCALE 7 Expansion joints spoil be constructed of each side of SHEET Na. NTS permitted in street or alley curb returnsNTS structures, at ends of curb retums and of 60' may. intervals APPROVER Weakened p Cfi'1C OF BAKERSFiEL�C} 2.0" deep, shall be laced at 10.0' ST- 5 APPROVED SHEET NO. CITY OF BAKERSFIEL.D 13 Existing curb, if in good condition, maybe APPROVED SHEET No. plane joints, p intervals with 0.25" deep score marks of 50' intervals CALIFORNIA CAUFORNIA T.,•.. 2 sawcut and removed `curb cut" #o accommodate ( ) CiiY OF BAKERSIRELD S T- 7. � construction of new drive approach or widening of CAUFORNLA CITY ENGINEER PUB€ IC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS PARTM NT existing approach. CITY ENGINEER PUBLIC WORKS DEPARTMENT o QRpFESSIp'V �. S 1 N G/_/ REGISTERED Cl VI L ENGINEER 7r rn C 80507 * Exp. 3-31-19 Cl TY OF BA KEER SF -I EL D `spy C � � 1501 TRUXTUN A VENUE �F OFF' v BAKERSF-IELD, CA 93301CA REVISIONS No. DA TE DESCRIP TION ,27 LOW DENSITY RESIDENTIAL DRIVEWAYS GRADE BREAK 101w, GRADE BREAK 1510.'MAX MAX. FOR CREST CHANGE IN SLOPE FOR SAG CHANGE0.5 rad. " " IN SLOPE (WITHOUT UPC& 0.5 rod, L5" " � CURIE) t� . �, 10.0 Radius A> (WITHOUT VER77CAL N ' CURIE) 6.0" 24.0" 0.5" rod. 0.5" rod.,0 e �• ��~ typ. HORIZONTAL de. 4' • 1 Q3X MIN. GRADE nc > r:..,. 15Z MAX GRADE "1 ° • ° `d • Q ° a, ttj( ,a A 120" BACK OF1 se DRIVE APPROACH10' 3m YIN.24.0" ( ) TYPE "B" TYPE » C" NOTES HIGH DENSITY RESiDEN77AL & COMMERCIAL DRIVEWAYS 7. Expansion joints shall be constructed at each side of structures, ' # L All workmanship and materials shall conform to the � � � GRADE BREAK 8% applicable sections of the specifica#ions entitled State of at ends of curb returns and at 60.0' maximum intervals Weakened •�„ MAX. CHANGE IN SLOPE Califomia, Department of Transportation, Standard plane joints, 2.0" deep, shall be placed at 10.0' maximum intervals GRADE BREAK(N97NDUT VERACAL Specifications; hereafter known as 'Standard Specifications; and of both sides and center of drive approach depressions CURVE) current City opproved edition. Expansion jbints may be eliminated for extruded curb and gutter. 2. A current Street Permit issued by the City of Bakersfield 8. Expansion joint filler material shall consist of preformed strips of . Public Works Department must accompany all work within the durable, resilient compound that conform to the requirements of t Z City right-of-way. the Standard Specifications ("1 3 Subgrade for all types of curb and gutter shall be 9. Sections of existing curb and gutter being removed for.. I , ��...// HORIZONTAL constructed true to grade and cross section and compacted replacement shall be sawcut at the limits of removal as directed�,t O to 909' of maximum dry density as determined by ASTM by the City Engineer lire section being removed shall be a �` D-1557 to a depth of 6.0'below top of subgrade. minimum of 5.0'in length and sawcufs shall align with existing joint 62y MIN. GRADE or score line. Replacement shall conform in dimension and location 4. Concrete for curb and gutter shall conform to the to the adjacent existing improvements unless otherwise directed requirements of the Standard Specifications for minor concrete (min. cement content 505 Iblcu )d). Concrete shall contain 10. Sections being replaced may be poured against existing � BACK OF no additives unless prior approval is obtained from the Cit pavement, if in good condition and with prior approval of the City P PP Y :.a DRIVE APPROACH ,'moi Engineer. Engineer. Otherwise, the existing pavement shall be sawcut a ' 10 (3m) MIN. minimum of 2.0'from the edge of concrete or as directed..' 5. Amber forms shall be surfaced on the side placed next to Pavement patch shall conform to the requirements of Standard: ; the concrete and shalt not be less than L51hick after being Detail ST -11. surfaced. Forms and subgrade shall be wetted immediately' prior to placement of concrete 11. Prior to final acceptance, all new curb and gutter shall be flow iF tested to detect areas holding water. Any areas holding more than DRIVEWAY GRADES NOT 6. Concrete surfaces shall be troweled smooth, edged and 0.02' of standing water shall be corrected � � 'Ck TO EXCEED 8X then given a light broom finish. Immediately after finishing, all exposed surfaces shall receive a complete, uniform coating 11. Type 'B°curb and gutter is required on oil types of streets of white pigmented curing compound conforming to the unless another type is expressly permitted by the City Engineer. requirements of the Standard Specifications the concrete= surface shall be kept moist until the curing compound is 12. Type C"curb and gutter may be permitted by the City Engineer applied in private subdivisions T--25.DWG , DATE 07/97 s �► STANDARD DRAWN DATE REV 10/15 ItAiE r CHECKEDGEG STANDARD DRAM JCU/Bw STANDARD -WAVM DRIVEWAY GRADES BSD CURB & GUTTER C"E` s RP SCALE L.ESH ROADWIDTH Itis NTS TYPES „B„ & "C„ Sca�E APPROVER SHEET NO. N.T.S. TIANITI;ONS 6.1 yrs -1789 C" i OF BffIGMF9EL D APPROVED SHEET No. A CAL.FORNIA CITY OF BAKERSFiELi� CITY � = BAKE T--25 ST -1; CALFCRAA CITY ENGINEER PUBLIC WORKS DEPARTMENT CAUFORNLA T-26 6 CITY ENGINEER PUBLIC WORKS DEPARTMENTExrx PES Wtirtt CS DEPARTMENT CII / ! l EV ORD No. O. File Name: T5K214 - St Imp Hoskin -Monitor-Union-2percentslo e Drawn: S CLAYTON STREET IMPROVEMENTS: HOSK/NG AVENUE SHEET NO. L.orl RAKERSFIEL' , C:: T 1F0RN1A PUBLIC W0RK,S DTPAR TMTNT Job No.: T5K214 Engineer: SCC Date: Nov. 2, 17 Checked By: �, FROM MONITOR STREET TO UNION AVENUE 2 OF 8 O 1 2 3 4:1 3:1 TIE 0.45' HMA (TYPE A) 1.0' A.B. (CLASS IO 1.05' NATURAL GROUND COMPACTED 95% .CONSTRUCTION OT�' CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH TYPE "B" PER CITY OF BAKERSFIELD STANDARD ST -71. CONSTRUCT COMBINATION SIDEWALK PER CITY OF. BAKERSFIELD STANDARD ST -8. SA WCUT AND REMOVE EXISTING CONCRETE DRI VEWA Y, EXCA VA TE TO A DEP TH OF 1 FEE T, INS TA L 6 " RESIDENTIAL CONCRETE DRI VEWA Y OVER 6**** NA TI VE SOIL COMPACTED TO 95% RELA TI VE COMPAC TION PER CI TY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. 40 PROTECT EXISTING CONCRETE CURB & SIDEWALK IN PLACE. CONSTRUCT SIDEWALK FLUSH WITH (E) SIDEWALK. CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. 33' 13' DR vv aG '�y 56'— 57' 125.8' f21' w > w£ Q F z rl^ /\1 0 1C) C C w 0 Li - O s E_, UU NEW F.G. " 21:7 _. 0.5' LIMIT OF 95% COMPACTION 0.45' HMA (TYPE A) _ 1.0' A.B. (CLASS II) 1.05' NATURAL GROUND COMPACTED 95% RAW JFJ�III lI� 3 15+57.62 TO 15+99.62 NOT TO SCALE 55' w 25.5' Q J_.� 0 zI0 �z w U)U I(n 0 — LL. 00 W d. 0 U U � n NEW F.G. a£ 2% b LJ St S T A 10-+-75.07 12�69a59 HOSKING MONITOR TO UNION N.T.S. _. WIDTH VARIES MATCH -""EX I S-TJ.N G„ --^N GROUND SURFACE 4:1 TYPICAL --I N' ` 3:1 MAX ii SLOPE 0.5 LIMIT OF 95% COMPACTION s 9a 60-55' f 24.9' t 20.5' I w Q F...: V z° zI0 V) U w� 0 E.G J J 0.45' HMA (TYPE A) _ 0.5' A.B. (CLASS 11) 1.05' NATURAL GROUND COMPACTED 95% v B DRIVEWAY DETAIL 3 16+32.20 TO 16+64.20 NOT TO SCALE 23' oQROFEss/oN�` S 1 NGy Iq�o F� R GI S TERED CI VI L EN GI NEER C 80507 rn * Exp. 3-31-19 CITY OF BAKERSFIELD�Q- 1501 TRUXTUN AVENUE qTF U I v 'L_\ BAKERSFIELD, CA 93301 F CAS REVISIONS No. DA TE DESCRIP TION 1; iT HOT MIX ASPHALT (0.45) AGGREGA TE BASE CLASS lI (1.0') SA 2 COMPA C TED NA TI VE SOIL (1.05) . . . . GRADED NA TI VE SOIL °. ;... PORTLAND CEMENT CONCRETE q 1 .4a 33' 13' DR vv aG '�y 56'— 57' 125.8' f21' w > w£ Q F z rl^ /\1 0 1C) C C w 0 Li - O s E_, UU NEW F.G. " 21:7 _. 0.5' LIMIT OF 95% COMPACTION 0.45' HMA (TYPE A) _ 1.0' A.B. (CLASS II) 1.05' NATURAL GROUND COMPACTED 95% RAW JFJ�III lI� 3 15+57.62 TO 15+99.62 NOT TO SCALE 55' w 25.5' Q J_.� 0 zI0 �z w U)U I(n 0 — LL. 00 W d. 0 U U � n NEW F.G. a£ 2% b LJ St S T A 10-+-75.07 12�69a59 HOSKING MONITOR TO UNION N.T.S. _. WIDTH VARIES MATCH -""EX I S-TJ.N G„ --^N GROUND SURFACE 4:1 TYPICAL --I N' ` 3:1 MAX ii SLOPE 0.5 LIMIT OF 95% COMPACTION s 9a 60-55' f 24.9' t 20.5' I w Q F...: V z° zI0 V) U w� 0 E.G J J 0.45' HMA (TYPE A) _ 0.5' A.B. (CLASS 11) 1.05' NATURAL GROUND COMPACTED 95% v B DRIVEWAY DETAIL 3 16+32.20 TO 16+64.20 NOT TO SCALE 23' oQROFEss/oN�` S 1 NGy Iq�o F� R GI S TERED CI VI L EN GI NEER C 80507 rn * Exp. 3-31-19 CITY OF BAKERSFIELD�Q- 1501 TRUXTUN AVENUE qTF U I v 'L_\ BAKERSFIELD, CA 93301 F CAS REVISIONS No. DA TE DESCRIP TION 1; iT SA 2 // 55' w > Q� w 0 O V) o I 0 (WLti Z Y U 0 C0- 00 0 0. G. U U ci Li u s � 4:1 TYPICAL r , 4%, 4 r1 c - i " c�—� ri__i'1 c_�Il ` —, 3:1 TIE LLL V V r_%l %ILJ 0.45' HMA (TYPE A) 1.0' A.B. (CLASS II) 1.05' NATURAL GROUND COMPACTED 95% STA 12--f-69.519 --- 14--F-94.86 HOSKING MONITOR TO UNION N. T. S. 6.1-1789 CITY RECORD No. File Name: 75K214 — St Imp Hoskin _Monitor—Union_2percentslope Drawn: s CLAYTON STREET IMPROVEMENTS: HOSKING AVENUE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K214 Engineer: SCC Date: Oct. 23, 17 Checked 8y IVS6 FROM MONITOR STREET TO UNION AVENUE -CROSS SECTION DETAILS 3 OF 8 0 1 2 3 0 Q U W W 0 J 4 O 0 N N N �Q O Q O 0 2� 0 a� v� NQ. 0 i 0 I 0 0 z Q. I 0 L Q Q U 0 L Z I LO N N w 0 LvAl CONSTRUCT10N N0E O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH TYPE "B" PER CITY OF BAKERSFIELD STANDARD ST -7.1. Q CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. SA WCU T AND REMOVE EXISTING CONCRETE DRI VEWA Y, EXCA VA TE TO A DEP TH OF 1 FEE T, INS TA L .6 " RESIDENTIAL CONCRETE DRI VEWA Y OVER 6" NA TI VE SOIL COMPACTED TO 95% RELA TI VE COMPACTION PER CITY OF BAKERSFIELD STANDARD T-25 TO THE LIMITS SHOWN ON THE PLANS. 6) PROTECT EXISTING CONCRETE CURB & SIDEWALK IN PLACE. CONSTRUCT SIDEWALK FLUSH WITH (E) SIDEWALK. �j CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD Pl d A/ C T— 9 1 WIDTH VARIES MATCH EXISTING GROUND SURFACE �•" 4:1 TYPICAL 3:1 MAX SLOPE 0.5' LIMIT OF 95% COMPACTION 60-55' — 22'-25' NEW F.G. MdF % - 0.45' HMA (TYPE A) 1.0' A.B. (CLASS II) 1.05' NATURAL GROUND COMPACTED 95% 0— z z F_ V) w LEEN®= 55' 23' z LLJ Q�° 0 � O u p tY zLLJ U zIOU Cl)Y O V) T_ 0 ry O J I 0- UU STA 14--1-94.86 1 6 -�- 6 5. 1 .. HOSKING — MONITOR TO UNION N. T. S. 55'-60' 23.5' HOT MIX ASPHALT (0.45) 0 AGGREGATE BASE CLASS 11 (1.0) tl� COMPA C TED NA Tl VE SOIL (1.05') . . . . . GRADED NA TI VE SOIL °. :.. 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G. �t o ooFESSIo I N Gy REGISTERED CI VlL ENGINEER w 7� rn cr C 80507 * Exp. 3-31-19 *, Cl TY OF BAKERSFIELD 15071 TRUX TUN A VENUE �T c 1 V l BAKERSFIELD, CA 9330)1 F OF CAt-\F� REVISIONS No. DA TE DESCRIP TION qS '271 VARIES' 1.0' A.B. (CLASS II) 1.05' NATURAL GROUND COMPACTED 95% STA 29-+-69.11 - 31-}-24.89 HOSKING MONITOR TO UNION N. T. S. 14.8' - 23.5' � 15.5' w a� z_lz YO O O -i 0. G. U U HMA (TYPE A) 1.0' A.B. (CLASS II ) 1.05' NATURAL GROUND COMPACTED 95% 0.45' HMA (TYF 1.0' A.B. (CLASS 11) 1.05' NATURAL GROUND COMPACTED 95% )PE STING STA 33-1-15.37 35-+-68.36 HOSKING -- MONITOR TO UNION N. T. S. 6.1-1789 DPE STING CITY RECORD No. t File Nome. T5K214 — St Imp Hoskin —Monitor—Union_2percentslope Drown: S CLAYTON STREET IMPROVEMENTS: HOSKING AVENUE SHEET NO. 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O Z a V) I N m 0 C) C) 0 4- QLQ O �I Q) 0 ON0 M - - - W - - - - 0- -�"' li����������������lill����������l�l������������������������������ 1 ALL U TIL I T Y L OCA TIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST I NFORMA TION SUPPLIED BY THE VARIOUS U TIL I T Y COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING U RLI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CON TRA C TOR. 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 S TREE T IMPROVEMENTS DURING CONS TRUC TION. 4 CON TRA C TOR SHALL BE RESPONSIBLE TO IDEN TIFY EXA C T L OCA TIONS AND DEP TH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5 CON TRA C TOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED S TREE T IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONS TRUC TION OPERA TIONS. 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. CONSTRUCTION NOTS= O CONSTRUCT TYPE "B" CURB &GUTTER PER COB STD PLAN ST -7. O 3 TYPE OM2 -2V OBJECT MARKERS PER CAL TRANS STD PLAN A73 AND TYPE OM1 -3 MARKER, PER COB STD T-26. 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REMOVE STREET SIGN REMOVE STREET SIGN "'2& rW4-2 W9-1 i y< GOL O .. N VALLEY f-I10H OCHOOL JACK r A a r EEr 9n HO �a /fs4 INO AVENUE ""_.. - "..",,,,,,, .� ", PROPOSED s3A STA 33+15.37 N32.5'LT ROADSIDE DITCH /�iaiainuaaraiaimmiaiuus z� * 257 - b�ckY yy 9 STA 35+81.68 N w.,,,. ...", .!"� dy"aa, ua t C"'" r,,.r..,a%rar •"'Yt x aiar�aaraa, ,....,. ,,,.., � wa,,. ,..,.w w,..,. „a,,,. w ,,. ..�.,. „.µ.. .,,,,.•,. «w,,, STA 29+83.52 12'WIDTH �µ - - � � _� .�. �w Rpt AT "STF�EET�St�i�� � STA 22+38.52 N19'LT - - - - -" - � � a ..., 32 448' 6'LT jRT qp 9SIA w " „GG a- amw w w� STA33+32.22 12 WIDTH 165.4' 22 STA 33+82,27 0 L / 2 R AP - 11.6 7'LT 9 STA 34+97.61 TIE INTO EXISTIN �✓ ri„a,� /, tix,'x �amx /,a/,//,n„a w ':u ,P,3= A33+82.05 xxiax rzsns :;yiaas„zz vii s mom.. �C ------ STA 33+32.02 - 24.5'R T W STA 29+83.42 -19'RT ' RELOCATE STREET SIGN STA 32+82.54 N40.5'RT 50 £ N12.5'RT 9 AP 67 IJ\AP200 STA 33+82.04 N24.5 RT STA 33+82.00 R a 8 &2QQ' ' 8 µ" " . w- - � � � , � .. ° - .a.>. - - - - - - � RE�r1�V� STRE�T�S�G� �aa �" .- - `�� - - - " - - - ,�.", ,.,... "..,_ - - w.... w..,,. � ., STA 29+69.10 N 3 4.7' R T w wag. w.� w,aM waG..w,� ,waM a". - - .-... wµ_ �., w".... ,w�, .�..�a..� �., :. �.. - 5=- z � .� �a � � � �� � w -. - - 7 363' PROPOSED ROADSIDE DITCH INSTALL STREET SIGN INSTALL STREET SIGN (30 SF _ - S5-3 - - - R3-7 - - TYP. PROPOSED ROADSIDE DITCH UNION A VENUE i int gay i ( £ $ 1 f 4 s UNION A VENUE a G �5 Eitt o QROFESS/0N/ S I N Gy l2 � REG1 S TEREED Cl VIL ENGINEER ry C 80507 ,* Exp. 3-31-19 Cl TY OF BAKERSFI EL D 1501 TRUX TUN A VENUE q�F /vl�-l�p�� BAKERSFIELD, CA 93301 F CA1- RTVISIONS No. DA TE DESCRIP TION K STRIPING LT'GEN0 N SCALE: 1 " = 40' 6.1-1789 CITY RECORD No. File Name: T5K214 - St Imp Hoskin _Monitor-Unr'on_2percen tslope Drawn: S CLAYTON STREET IMPROVEMENTS: HOSKiNG AVENUE sHEE T No. BAKERSFIELD, e-% LIFOR l A PUBLIC WORKS DEPARTMENT Job No.: T5K214 En gin eer: SCC Date: Nov. 6, 17 Checked ByFROM MONITOR STREET TO UNION AVENUE - STRIPING PLAN 7 OF 8 O 1 2 3 STRIPE 1" WHITE THERMOPLASTIC �:•� CROSSWALK PER PLANS �( STRIPING DETAIL PER CAL TRANS STANDARD PLANS 2010 TREL 0CA TE/REMOVE/INSTALL SIGN AS INDICATED ON PLANS REL OCA TE/REMOVE/INSTALL SIGN AS INDICATED ON PLANS AND PER COB STANDARD T-2 ON SHEET 2 TYPE IV ARROW L T (TYP) TYPE IV ARROW RT TYP 0 -F- •�, ;' BIKE LANE MARKINGS N SCALE: 1 " = 40' 6.1-1789 CITY RECORD No. File Name: T5K214 - St Imp Hoskin _Monitor-Unr'on_2percen tslope Drawn: S CLAYTON STREET IMPROVEMENTS: HOSKiNG AVENUE sHEE T No. BAKERSFIELD, e-% LIFOR l A PUBLIC WORKS DEPARTMENT Job No.: T5K214 En gin eer: SCC Date: Nov. 6, 17 Checked ByFROM MONITOR STREET TO UNION AVENUE - STRIPING PLAN 7 OF 8 O 1 2 3 �w i .CONSU ' EIAH new pullboxes shall be #5 unless otherwise noted All existing pullboxes not used in signal re -mod shall be removed and area backfilled with local fill. Contractor shall install conduit from the existing Type N -BF service pedestal to the new PG&E electrical service point PG&E pullbox 11040937. An in-line fuse shall be provided by the Contractor at the point of connection to utility. 2� All new signal indications shall be 12 inch Red, Green, and Yellow "LED" modules per specifications. �3 Contractor shall furnish and install a cutoff LED Type 111 distribution lighting fixture on pole "/" qualified for roadway usage. Light output from the new fixture shall be equivalent in both pattern and spread as a 200 W HPS cobra head luminaire. All warranty periods noted in the City street light specifications shall apply, per the City of Bakersfield, Public Works Department, LED Street Lighting Specifications, Dated June 1, 2015, or latest edition. ® All pedestrian indication modules are existing and shall remian. The pedestrian head on pole "G'; shall be removed and re -installed on pole "I" L5j Contractor shall remove, relocate, and activate remote emergency vehicle preemption devices, and cabling from poles "G" & "E" to new locations on pole "i" & "E" at the time the new traffic poles are installed and activated. The contractor shall furnish and install cables and mounting hardware as necessary (Petco AB -121). Exact hardware mounting placement shall be determined by the Traffic Engineer in the field. © Contractor shall re-instoll City supplied overhead most arm Street Name Signs, and shall supply and install all other mast arm mounted signs indicated. 07 Contractor shall install existing roadside signs per special provisions. ® Loops shall be centered in their respective lanes, as directed by the Engineer at the site, or as dimensioned on the plans. Type E loops shall be 6' diameter, Type D loops shall be 6x6' detector loops and lead-in cables within 8 feet of the curb flowline or edge of pavement shall be a minimum of 1.5 inches below the surface of the paving. ElLocations of the standards shall be 4' minimum between face of the pole and the flowline, edge of pavement or as directed by the City Traffic Engineer at the site. Existing foundations at pole locations "E" & "G" shall be obondoned per special provisions, and existing foundations at poles "G" & "H" locations that are to be relocated shall be completely removed 10 The Contractor shall provide and install two complete Contractor supplied Encom Commpok B858/58 INT, Broadband radio transmission systems per these plans and the special provisions. The Contractor shall install one radio at the intersection of Union Avenue and Hosking Road and another radio at Monitor Street at Hosking Road. The Contractor shall install the required length of coaxial cable from the ethernet modem installed in the 332 cabinet at each intersection to a signal pole/mast arm mounted location as determined by the Traffic Engineer in the field for a fully operational system. Radio coaxial ethernet cable lengths in excess of J00 If per intersection shall require on in-line ethernet extender. POLE SCHEDULE CONDUCTOR s9CHL=DULL= MASTARM SIGNALS SIGNS STREET LOC. STANDARD LIGHT LIGHTING VEHICLE WALK W -DW PPB ST. NAME SIGN REMARKS SIGNALS DON'T WALK 0 0 POLE OR MASTARM MOUNTED NO. O 29-5-100 (E)MASE) #2 SERVICE (PRIMARY) SP-1-T(C) 02(E) DS(E) HOSK/NGS AVENUE (E) TO REMAIN �*** 50' (E) L T -MAT E OTYPE 1A (E) 0 4 DETECTOR TV -2- T(E) SP-1-T(C) 08(E) 02(E) TO REAM IN O 29-5-100 (E) 15' (f) SV -1- T60 MA E SP-1-T(C) 04(C) 02(E) UNION AVENUE(EJ R3-4 70 REMAIN ##** 50' (f) L MAT (£) OTYPE 1A (f) TV-2-T(E) SP -1-7(C) 02(E) 04(C) TO REMAIN O 29-5-100 (E) 15 �E� SMASO SP-1-T(C) 06(E) HOSKlNGS AVENUE (E) RL � 73161 50' (E) MAS(C) L T- MA T(E) OTYPE lA (E) TV -2- T(E) 04(C) 06(E) RL O 19-4-100 (E) 15 (f)SP-1-T(E) 08(E) 06(E) UNION AVENUE (E) EllRS 30 (f) OTYPE 1 (E) TV-2-T(E) SP-1-T(E) 06(E) ma(E) RL O 61-5-100 (S) 151(s) SV_1_ C MAS(C) SP-1-T(E) 08(E) 06(C) UNION AVENUE (> E D 7308A 60' (S) LT -MAT C J PPB (C) FUTURE CURB, GUTTER, AND � � K PPB (C) 04(C) SIDEWALK 14 Ir 2 o QRpF E SS `Q S Ncy G,0 Fac' GO EXIsT.' l � 71— w_�. _ -�EXIIV SiR`�`��+0i�1�£CT REGISTERED Cl VIL ENGINEER u C 80507 n -..,", ,"CONDUI T �., Exp. 3-31-19 CITY OF BAKERSFIELD q TctVil. .ENUE _. B 1501 ERS , CARFIELD NV 93301 F OF CN_\\ o� ,NNN V REVISIONS No. DA TE DESCRIP TION EX 3"C, EX 3-1f6 CONE>Urr 0&E rAIL 119 1 11 ) ii I I"! 5 4L I 6J4U £ lit (S) CITY SUPPLIED, (C) CONTRACTOR SUPPLIED, (E) EXISTING 3 ��O • M . s ; j€ 12 o STA 35+70.06 N 58.5 LTJ4 s Z SIGNAL BASE '• HOSKING A VENUE - µ BASE ELEV 349.126-s (j 4—C J. vw,,,,.�,,. ,.,,,,. .w.�. ,.w,,,. ,,,.,,,, ,a,,.., ...,.,,, w,,,,. .,,,,,. .....,,. .,,,,,. ..,,,,,, ,,,,,,,, ,,�,,. .,...m - .,.,.,.. ,�,.. ,w,,,, .,�.. - .w,... ...�.. ,.,,,,,. ..�,,, ,...v.,. ,,.N.., w„ ° £ £ ,,. .�,,.. .,.,.,.. ...�., w,,,,,, ..�,.., ,.,.w,. ,.,...... ....... ..,. S r .�.,,,. �,,.._ ._ .� - _ �M - , y 634E 6J4U ,, Q 049 --- - - - - - - - ,,,,,m ,,,w„ - ,,,,„,,, - .,,... - - ..,,,M - - w,,,,, - - - ,..., - - ..,,,., .,»w. .M„,. - - - .„„,„ - - - - - ,,,-„ .,„„,. - - - - .w,- - - - - - - - ,,,,w,. - ,„,„„ - - w r Q. °o £ NTS £ . wN REL OCATE/REMOIiE/INSTALL SIGN AS INDICATED ON PLANS REL OCA TE/REM O liE/lNS TA L L �- SIGN AS INDICATED ON PLANS TYPE !V ARROW L T (TYP) TYPE IV ARROW RT (TYP) + DESIGN POINTS EXISTING POINTS D SCALE:.1 " = 20' MODIFIED TYPE D BICYCLE LOOP DETECTOR TYPE E LOOP DETECTOR \ 10' � ' c,vIvrHc,I LUt,HIlUIV vvi,`crc, H/vu N aar~;► a, !�f \.../ U /=i RIGHT LANE \ V PA l/EMENT PLACEM T. ALL EXISTJNG AND FUNCTIONA DL C s AND UNEFFECTED LOOPS USED 1N EXISTING SIGNAL SYSTEM TO REMAIN IN PLACE. SIGNAL STANDARD FOUNDATIONS SHALL BE PER • �• y x�ti '°vv o SIDEWALK4 SPECIAL PROIRCIONS 4 _ """'�" 4 51 ZS E g, £, 0 Ilk �I N N O a 61 4:1 TYPICAL 1.57 3:1 MAX SLOPE `--►- £ TIE INTO EXISTING VARIES s E5 STA 35+60.05 89.3'R AC DIKE TYPE A, WITH 5' SIGNAL SE yI I' £ ' ££ i AC ACCESS RAMP PER -----= .; BASE ESE" = 35b.17 ;, 5J9U CALTRANS STATE STD PLAN A8713, LATEST VERSION. 0.2' HMA (TYPE A) GENERAL NOTES = 1 GROUND .0 NATURAL L G OU D All � unused salvaged material shall be delivered, b the Contractor, tothe COMPACTED 95% 0.45' HMA (TYPE A) Wastewater Plant 12 at Mt. Vernon Avenue south of Highway 58. Contact the 1.0' A.B. (CLASS II) City's Electrical Supervisor, 24 hours prior to delivery at (661) 326-3152. 1.05' NATURAL GROUND 2 All utility locations shown are approximate only, and represent the best COMPACTED 95% information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractor's. O RAMP SDE: TA/L. BIC)ICL E LANE THRU LANE LEFT LANE 10' 15' 10',/� 10'/-� 10' STOP BAR/CROSSWALK -TYPE D LOOP DETECTOR LOOP LAYOUT 6.1-1789 7 NTS XX DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS PER CAL TRANS PLAN ES -A 1. r TY RECORD No. PUBLIC File Name.' T5K214 - St Imp Hoskin _Monitor-Union_2percen tslope Drawn: SC RL T S/GNAL MC�DlFlCAT/ON: HOSK/NG AVENUESHEET N0. AKERSFIELwo"A' to""'ALIFORNIA B WORKS DEPARTMENT Job No.: T5K214 En gin eer: S CLAYTON Date: Nov. 13, 17 Checked By. FROM MONITOR STREET TO UNION AVENUE - TRAFFIC SIGNAL 8 OF 8 O 1 2 3 NTS CONDUCTOR s9CHL=DULL= CONDUIT SIZE (E) EXISTING CONDUCTOR eeeeeee:eeeeee e DESIGNATION #2 SERVICE (PRIMARY) #6 SERVICE (SECONDARY) 0 4 DETECTOR DETECTOR, ©©�©-©�-'---- 61 4:1 TYPICAL 1.57 3:1 MAX SLOPE `--►- £ TIE INTO EXISTING VARIES s E5 STA 35+60.05 89.3'R AC DIKE TYPE A, WITH 5' SIGNAL SE yI I' £ ' ££ i AC ACCESS RAMP PER -----= .; BASE ESE" = 35b.17 ;, 5J9U CALTRANS STATE STD PLAN A8713, LATEST VERSION. 0.2' HMA (TYPE A) GENERAL NOTES = 1 GROUND .0 NATURAL L G OU D All � unused salvaged material shall be delivered, b the Contractor, tothe COMPACTED 95% 0.45' HMA (TYPE A) Wastewater Plant 12 at Mt. Vernon Avenue south of Highway 58. Contact the 1.0' A.B. (CLASS II) City's Electrical Supervisor, 24 hours prior to delivery at (661) 326-3152. 1.05' NATURAL GROUND 2 All utility locations shown are approximate only, and represent the best COMPACTED 95% information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractor's. O RAMP SDE: TA/L. BIC)ICL E LANE THRU LANE LEFT LANE 10' 15' 10',/� 10'/-� 10' STOP BAR/CROSSWALK -TYPE D LOOP DETECTOR LOOP LAYOUT 6.1-1789 7 NTS XX DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS PER CAL TRANS PLAN ES -A 1. r TY RECORD No. PUBLIC File Name.' T5K214 - St Imp Hoskin _Monitor-Union_2percen tslope Drawn: SC RL T S/GNAL MC�DlFlCAT/ON: HOSK/NG AVENUESHEET N0. AKERSFIELwo"A' to""'ALIFORNIA B WORKS DEPARTMENT Job No.: T5K214 En gin eer: S CLAYTON Date: Nov. 13, 17 Checked By. FROM MONITOR STREET TO UNION AVENUE - TRAFFIC SIGNAL 8 OF 8 O 1 2 3 NTS