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HomeMy WebLinkAbout12.5-1721. -26 CD -- Retaining curbs, Var when necessary—, Var, Warp when Warp when neededL needed 150 -- See Note. 9 ' 0 150 Join 8.337. Max 8.33% Max oin Front See NotEll 8 e edge of r�� sidewalk CD L L aL 45° +- L e� > X Var X Var See Notes 4 & 5 Gutter grade PLAN Var X Var _I X Bottom of curb Curb face ELEVATION R/W (Typ) Sidewalk Sidewalk Lip at bottom of driveway ramp, 15 mm above Sidewalk, gutter grade.--,,..� See Note 8 T See Note 6 Rounded ���... 27. Max ---10% Max CASE A Typical driveway, sidewalk not depressed Lip at bottom of See Note 8 Var driveway ramp, -Depressed 15 mm above sidewalk gutter grade.-,--.., _ '\ Rounded- __",.LT, See Note 6 --101 Max---- - DRIVEWAYS CASE B Driveway with depressed sidewalk SECTIONS of ''W1 11 WP "W1 �� 11W1 11 „W1 „ ES 150- W2 150 150R=1 ..W2.. 5-� -.. � R=1 5�-�--�, 11W211 11W`211R-15 130 CURB QUANTITIES TYPE CUBIC METERS PER METER Al -150 0.064 Al -200- 0.075 A2-150 0.144 A2-200 0.155 A3-150 0.025 A3-200 0.035 B1 -100 0.056 B1-150 B2-100 0.073 0.137 B2-150 0.152 -B3-100 0.017 B3-150 0.027 B4 D-100 0.142 0.100 D-150 0.162 E 0. 161 300 Gal trans i 6 T ST COUNTY ROUTF KILOMETER POST SHEET TOTAL Al -150 350 150 TOTAL PROJECT NO. `.-GHEE I S 06 Kern 99 33.5/34.0 300 150 790 40 REGI STEREO : I ENG I GEER f Y? 4<'' 800 50 �w x� November 17, 2006 :? Michael Janzen PLANS APPROVAL GATE"' 200 44788 The Stott of Callfornla or its offtccrs or- Fxp. 03-31-08 civil c7g nts ,shall not t)c rc:sponsil�le for t crccraracy or cn- inpleteness of electronic codes of this plan ,sheet„ Bl -150 350 1 o get to the ('vltr(in5 web site, go to. http.-//vVWW1,.dot.Cfz.Cjou 100 82-100 To accompany plans dated 04/17/07 70 TABLE 300 150 830 A 133-100 133-150 D-100 CURB TYPE DIMENSIONS 11H1 11 11H211 IV 11 11W211 Al -150 350 150 190 40 Al -200 400 200 200 50 A2-150 300 150 790 40 A2-200 350 200 800 50 A3-150 150 130 185 35 A3-200 200 180 198 48 B1-100 300 100 200 70 Bl -150 350 150 230 100 82-100 250 100 800 70 B2-150 300 150 830 100 133-100 133-150 D-100 100 150 250 80 130 100 185 217 452 55 87 322 D-150 300 150 652 522 R=15 V,777 R=15- 5 R=15o0 or Var R 300 L1 �l p - C? • ``- l . �,, ,(s 4. LO CD O �. - Ca 4 A A Long i tud i nal � 41 bar - #13 Dowe I spaced 1 .2 m • Min length th 200 mm " " ~1••. o• ° - �• `' R=2 5 g h-_ • R=25 TYPE Al CURBS TYPE A2 CURBS TYPE A3 CURBS TYPE D CURBS See Table A See Table A Superimposed on existing pavement See Tab I e A 11Wl 11 .1W1 11 See Table A Rb 11 IIW1 II R=15 130 R=1 _ 130W 600 830 W2 ^ 11�� R=15- 130 11W211 180 50 600 R=15 le JL A - R 5ff%r ,;� - ri �� = 50 or Var rr " � 50 or Var 04 A 4 Ln .......... ff 1 0 A. '- C) 'A\ i, Ln c . ° • n 13 20 71 a o �. a. �. �. P Aj Long i tud i na I R=25•-,, bar -' - #13 Dowe I spaced 1.2 m r. Min length 200 mm L80 R=25 TYPE B1 CURBS TYPE B2 CURBS TYPE B3 CURBS TYPE B4 CURBS See Table A See Table A NOTES 1. Case A driveway section typically a plies. 2. Use Case B driveway section when rump slopes wouId exceed 10% in Case A. 3. Use Case B driveway section when sidewalk cross slope wouId exceed 2% in Case A. 4.X=900 mm except for curb heights ver 250 mm where 1:4 slopes shaII be used on curb s l pe l. Superimposed on existing pavement See Table A CURBS 5.X is a variable when sidewalk i s located where 8, Minimum width of clear for sidewalk whee I cha i ear assn ewa rs may traverse the surface. Slopes opes sha I I passageway y not exceed 8.33%. shall be 1.22 meters. 6. S i dewa I k and ramp thickness ' ' T" at driveway shall be 9 • Retaining curbs and acquisition of construction 100 mm for res i denta I and 150 mm for commercial. easement maybe necessary for narrow sidewalks or i curb heights n excess of 150 mm. 7. D i fference in slope of the driveway ramp and the 10. Across the pedestrian an route at curb ramp locations, i o slope of a I i ne between the gutter and a point on p a p at ns, the gutter pan slope ope sha I I not exceed 25 mm of the roadway 1.5 meters from gutter line shaII not - exceed 15%. Reduce driveway ramp slope, not depth for each 600 mm of width. gutter slope, where required. REVISED STANDARD PLAN RSP TYPE E CURB Bridge sidewalk R=1 5 50 S I ope 2/ ----Face of curb -�•. . _ Finished b p C> L} . , . , . a roadway �' surface � TYPE H CURB On Bridges plans have been apPravet f' 06, 04 .- nr,)achmen# Permit No. .—.� E C E 6n STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION -,q Na SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE -SHOWN RSP A87A DATE NOVEMBER 17, 2006 SUPERSEDES STANDARD PLAN A87A DATED JULY 1, 2004 -PAGE 115 OF THE STANDARD PLANS BOOK DATED JULY 2004. } r a z v Sidewalk See Note 7 A im*2. Max IN I ° X C11 a cU i N "M 1 See Notes 10 and 11 Front 3000o M ed ge of sic ewalk� A 1 °22 m Min LASE A A 10 r: 't'��' 27. Max �TJ56 Sidewalk i ° X II i See i N Note 7-� - See UUUVUVUUtJC}+ mono n X on \»� Front 3000o M Q 0-00c of 101 MaxDOOOO .)()()(7)0 c)O« OOOOO 10% Max Q 0000 bOOOOO („i�V}CI1' 00 ///////Rt Max at Curb 7000000 000000 at curb 000.0000000 000000000 000000 U�?000 ,� Note 7 000000 000000 000000 A 1 °22 m Min LASE A A 10 r: 't'��' 27. Max �TJ56 Sidewalk i ° X II i See i N Note 7-� - See Notes 10 and 11 Front 00000 edge of si ewalk ,\ 'ZJ 1.22 m MIn CASE D Sidewalk C7 Rai A Crosswalk if provided B 150 mm Typ J.53 m Min Retaining curb if necessary at edge of sidewalk Na lo/ Max 00000 2% Max 00000 �5OC3-' ct000 o0, _,c- X 06 Sidewa I 2. Max 000 7ncr00 rv7 Q 0000 8°33% 771 U= ///////Rt Max 0000 ° 0000 � ��<�00 M 0005 10% Max 000.0000000 000000000 000000 U0UU0UC, ,� Note 7 curb000000 D0005 • � -OOc -�_�-0 5<:� ��0-�_ )000000 nn 00c 000000 at cur -- Max X000000 000c00, 00000000 000000000 0000000010 000000000 00000000 �} 00U0.�000Ur_7 00000000 � OOID000000 oc�000000 000000000 Max X fl � 0. 1000000 U00000c0 sides of 'ZJ 1.22 m MIn CASE D Sidewalk C7 Rai A Crosswalk if provided B 150 mm Typ J.53 m Min Retaining curb if necessary at edge of sidewalk k t of /alk See Notes 10 and I I B CASE B A 2% Max; Sidewalk E i ° X C i i �` Q N� i C\1g �► M See ° ° - Note ? 10/ Max at curb. Planting are a 0 v 0 L CL a V TYPICAL TWO -RAMP CORNER INSTAL See N to 1 Retaining curb if _9�)necessary at edge C of sidewalk -..� 150 mm TYD -, ��.� b.} , r)1 ST CC)IJr,JTY ROUTS KILOMETER POST SHEET TOTAL TOTAL PROJECT NO �>HEL I STo occomparny plans dated =�� 06 Kern 99 33.5/34.0 11 .4 mm To Dia od 1-* 5°1 mm - 1• .J,) III IVI 1 1 1 lo/ Max 00000 2% Max 00000 o-o� at curb Sidewa I 2. Max 000 r 8°337. 8°33% 771 U= 000 8.33% 8°33l a5--005 n-OOC?Oc .30000- U00(Y.)QC 000.0000000 000000000 Of 000O• c.-55 •)0 00()� ,� ��:: UUQUrri 0700 ,� Note 7 sidewalk D0005 • � -OOc -�_�-0 5<:� ��0-�_ )000000 nn 00c B. �.��� 0000--- -- Max P Max 00000000 000000000 0000000010 000000000 00000000 �} 00U0.�000Ur_7 00000000 � OOID000000 oc�000000 000000000 Max X fl � sides of I°22 m 00000000 000000000 Notes 10 ramp) Min and ll C%J�,,, O0000o05 � O00000000 0000-000 ° 1 000000 50505505 N O 0005000 17000000000 n nC�c)000n O 150 mm Typ See -. CASE E Note CV _ _ 00000(3000000. 000000 000000c 1)000000000000C 000000 000000 0005()c:) o00000 DOOOOOO D0000 . _y��:00 000000 0O05c t�f:��_��� Fron 10°!. Max 30000 rn X c,c)��c ° I�/ Max at curb u3oo5 r� -}()°c oo 0 o5o5c c �?`,'oc ..� CIT curb edge 0 side% o -000O 000 O k t of /alk See Notes 10 and I I B CASE B A 2% Max; Sidewalk E i ° X C i i �` Q N� i C\1g �► M See ° ° - Note ? 10/ Max at curb. Planting are a 0 v 0 L CL a V TYPICAL TWO -RAMP CORNER INSTAL See N to 1 Retaining curb if _9�)necessary at edge C of sidewalk -..� 150 mm TYD -, ��.� b.} , r)1 ST CC)IJr,JTY ROUTS KILOMETER POST SHEET TOTAL TOTAL PROJECT NO �>HEL I STo occomparny plans dated =�� 06 Kern 99 33.5/34.0 11 .4 mm To Dia od 1-* 5°1 mm - 1• .J,) III IVI 1 1 1 lo/ Max 00000 c,c7c7� 00000 o-o� at curb 00- UOUM I 2. Max 000 r Si 771 U= 000 8.33% 8°33l a5--005 n-OOC?Oc .30000- U00(Y.)QC 000.0000000 000000000 Of 000O• c.-55 •)0 00()� ,� ��:: UUQUrri 0700 ,� Note 7 sidewalk D0005 • � -OOc -�_�-0 5<:� ��0-�_ )000000 nn 00c B. �.��� 0000--- -- Retaining SOOOOO 000 0o _ X Max 0 00000000 000000000 0000000010 000000000 00000000 �} 00U0.�000Ur_7 00000000 � OOID000000 oc�000000 000000000 Max X fl � sides of I°22 m 00000000 000000000 Notes 10 ramp) Min and ll .�° O0000o05 � O00000000 0000-000 ° 1 000000 50505505 N O 0005000 17000000000 n nC�c)000n N 150 mm Typ CASE E FronT eage See of sidewalk See Notes Note 7-J 10 and 11 CASE C A Sidewalk 2% Max C X -Front edge See ; cv c�,, of sidewalk Note 7 `�' Ca C L av 05005 50000 lo/ Max 00000 c,c7c7� 00000 o-o� at curb 00- UOUM II -00 UUU 000 r UUU M00000 771 U= 000 Front may be widened as in Case D. a5--005 n-OOC?Oc .30000- U00(Y.)QC z edge Of 000O• c.-55 •)0 00()� ,� ��:: UUQUrri 0700 ,� Note 7 sidewalk D0005 • � -OOc -�_�-0 5<:� ��0-�_ )000000 nn 00c B. �.��� 0000--- -- Retaining SOOOOO 000 0o _ retaining curb side and the flared Curb (both sides of I°22 m - See Notes 10 ramp) Min and ll A 150 mm Typ CASE E 05005 50000 00000 00000 c,c7c7� 00000 o-o� X 000 00- UOUM II -00 UUU 000 040 UUU M00000 00000 000 22�J m Mira; V CASE F 600 mm Stra i qht UtIA1L k3 TYPICAL ONE -RAMP DRNER INSTALLATION See Notes 1 and 3 150 mm Typ Retaining Curb (both sides of ramp) See Notes 10 and II P e t is 2/-1 r 22.9 mm RFGISTFRF1 CMI FNGINFFR Base Dia David Cordova Sid December 16, 2005 71 FLANS APPROVAL DA I L � ht-. C4195� Exp. 0 3-31-D5 The =Mute of Cullfornlu or its of flcers or RAISED TRUNCATED DOME agents shall not be responsible for the accuracy s,� CIVIL Or camIntenos._^, of cicctronlc cnplcs of this plan � T� nr cap_Zj��!`' Sheet. NOTES To get to the Ct.W trc nr , web .site, go to, 1 . As site conditions dictate, Case A through Case G curb ramps may be used far corner in staI I at i ons similar to those shown in Detail A and Detail B. The case of curb ramps used in Detail A do not have to be the some. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate.. For Cases B and C, the s i de of the curb ramp should always be perpend I cu I ar to curb face. 150 mm Front side of the Case G ramp shall be constructed in reversed position. Typ edge of C sidewalk 5. If located on a curve, the sides of the ramp need not be parallel, 0 but the minimum width of the romp sha I I be 1 . 05-00 a 05c3500 1.22 m. 000000 OOUOUO�'_ C L- 050000 oc�7c 000 0 O 0000 0000-5c. e 5000• X o5 -O. 6. S i de slope of romp flares vary uniformly from a maximum of 10/ at °- 0000000rn aao `. curb to conform with longitudinal sidewaIk slope adjacent to top of 0000 ° '�`*' 00 -OC -50000 US -05O the ramp except in Case C and Case F. 000000 505 0 000000 OUOU C?r: 7. The curb ramp sha I I be outlined, as shown, with a 305 mm wide Retaining P.22 m Mir ``See Notes 10 border w i th 6 • mm grooves approximately 19 mm on center. See Curb A and I I grooving detail. l. 8. Transitions from ramps and landings to walks, gutters or streets CASE G sha I I be flush and free of abrupt changes. See Note 4 9. Maxi mum slopes of adjoining gutters, the road surface immediately Gutter adjacent to , the curb ramp, or accessible I route shall not exceed flowline Top of ramp,, 1°22 m Min 5 percent within 1.22 m of the top and bottom of the curb ramp. ' Rounded ' - . 4 1 r-- -- --- 10. Curb ramps sha I I have a detectob l e warn i ng surface that extends ---- 2% Max _ TJ the full width and 914 mm depth of the ramp. Detectable Warning `----8.337. Max Surfaces shall conform to the details on this plan and the See Note 9 requirements in the Special Provisions. ` SECTION A- A 1 1 . The edge of the detectable warning surface nearest the street shall be between 150 mm and 205 mm from the gutter f f ow I i ne ° Gutter Retaining curb 12. Sidewalk and ramp thickness, "T", sha I I be 90 mm minimum. flowline if necessary- Top of ramp 13. Utility pull boxes, manholes, vaults and all other utility facilities Rounded {� 1°22 m MIn ,� within the boundaries of the curb ramp will be relocated or _,___ adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 8.33% Max �2Y Max T 14. For retrofit conditions, removal and replacement of curb apron See Note 9 w 111 be at the Contractor's option, unless otherwise shown on SECTION B -B project plans. 42°4 to 59°7 mm Center Depress entire sidewalk as required 0center spoc i n - Gutter Retaining curb rhes �} MC, _ flowline if necessary pbner.'Fc �. (0 0 (0 VIS , See Note 9 27. Max-- TRAISED TRUNCATED DOME PATTERN ( -LINE) SECTION C -C DETECTABLE WARf� ._ See Note 10 Limit of pay Rounded 1.22 m Min Note 14 ------------ - ----------- Tt See Note 9- -/ RETROFIT DETAIL Existing curb and sidewalk Approximately 19 mm 6 � �-6 • IG SURFACE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION NO SCALE n GROOVING DETAILo ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP A88A DATED DECEMBER 16, 2005 SUPERSEDES STANDARD PLAN A88A DATED JULY 1, 2004 -PAGE 117 OF THE STANDARD PLANS BOOK DATED JULY 2004. W r* CL 2. If distance from curb to back of sidewalk i s too short to A accommodate ramp and 1.22 m platform (Ianding) as shown in Case A, the sidewalk may be depressed longitudinally as in Case B, or C or 2% Max Sidewalk may be widened as in Case D. See �, ` X1 3. When ramp is located in center of curb return, crosswalk Note 7 107. Max configuration must be similar to that shown for Detail B. J� at curb 4. As site conditions dictate, the retaining curb side and the flared 150 mm Front side of the Case G ramp shall be constructed in reversed position. Typ edge of C sidewalk 5. If located on a curve, the sides of the ramp need not be parallel, 0 but the minimum width of the romp sha I I be 1 . 05-00 a 05c3500 1.22 m. 000000 OOUOUO�'_ C L- 050000 oc�7c 000 0 O 0000 0000-5c. e 5000• X o5 -O. 6. S i de slope of romp flares vary uniformly from a maximum of 10/ at °- 0000000rn aao `. curb to conform with longitudinal sidewaIk slope adjacent to top of 0000 ° '�`*' 00 -OC -50000 US -05O the ramp except in Case C and Case F. 000000 505 0 000000 OUOU C?r: 7. The curb ramp sha I I be outlined, as shown, with a 305 mm wide Retaining P.22 m Mir ``See Notes 10 border w i th 6 • mm grooves approximately 19 mm on center. See Curb A and I I grooving detail. l. 8. Transitions from ramps and landings to walks, gutters or streets CASE G sha I I be flush and free of abrupt changes. See Note 4 9. Maxi mum slopes of adjoining gutters, the road surface immediately Gutter adjacent to , the curb ramp, or accessible I route shall not exceed flowline Top of ramp,, 1°22 m Min 5 percent within 1.22 m of the top and bottom of the curb ramp. ' Rounded ' - . 4 1 r-- -- --- 10. Curb ramps sha I I have a detectob l e warn i ng surface that extends ---- 2% Max _ TJ the full width and 914 mm depth of the ramp. Detectable Warning `----8.337. Max Surfaces shall conform to the details on this plan and the See Note 9 requirements in the Special Provisions. ` SECTION A- A 1 1 . The edge of the detectable warning surface nearest the street shall be between 150 mm and 205 mm from the gutter f f ow I i ne ° Gutter Retaining curb 12. Sidewalk and ramp thickness, "T", sha I I be 90 mm minimum. flowline if necessary- Top of ramp 13. Utility pull boxes, manholes, vaults and all other utility facilities Rounded {� 1°22 m MIn ,� within the boundaries of the curb ramp will be relocated or _,___ adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 8.33% Max �2Y Max T 14. For retrofit conditions, removal and replacement of curb apron See Note 9 w 111 be at the Contractor's option, unless otherwise shown on SECTION B -B project plans. 42°4 to 59°7 mm Center Depress entire sidewalk as required 0center spoc i n - Gutter Retaining curb rhes �} MC, _ flowline if necessary pbner.'Fc �. (0 0 (0 VIS , See Note 9 27. Max-- TRAISED TRUNCATED DOME PATTERN ( -LINE) SECTION C -C DETECTABLE WARf� ._ See Note 10 Limit of pay Rounded 1.22 m Min Note 14 ------------ - ----------- Tt See Note 9- -/ RETROFIT DETAIL Existing curb and sidewalk Approximately 19 mm 6 � �-6 • IG SURFACE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION NO SCALE n GROOVING DETAILo ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP A88A DATED DECEMBER 16, 2005 SUPERSEDES STANDARD PLAN A88A DATED JULY 1, 2004 -PAGE 117 OF THE STANDARD PLANS BOOK DATED JULY 2004. W r* CL Normal DH ire on Same cross slope as shoulder Normal DH ya- r---Top of curb DH Clear grate opening PRE -FILE A 2.2 m Clear /,—DH+D DH+D 1.0 m grate 1.0 m Normal DH open1n .-Valley -alh,Q PLAN TYPE GO AND GITHRU G Slope break line 00 INLETS ON GRADE Normal I Some cross slope as s he P,&AIa A Vnr Vnr rLury �vJ z>iove oreaK GRATE INLET SERIES- line Straight grade Norma I F L Shoulder s i ape, 300 -- AC dike (Typ) D=30 mm SECTION A—A (Single grate shown) W=1.2 m for GO CS) W=1.8 m for GDO Top of dike 0 -Shoulder Level-- D= 30 mm Max s I ope 150 mm (typical) Normal FL— in shoulder DH D _ R D k 300 mm Min :u I.2m 1.0m 1.0m 1.2m SECTION B -B SECTION a -d Normal D 2.2 m 1.0 m 1.0 m 2.2 m DH+D B r DH+D r----� ! �� a ~S t Some cross s I cape as shoulder Va I I ey vai ieyB PLA I TYPE GO AND GDO I LET GRADE SAG (coo shown) Clear grate opening_--,-,,. C Normal DH-_ 2.2 m, 1.0 m 2.2 m 1.0 m �DH+D \ I �Z� orma I DH Straight gr. D Same cross I I ey \"--Same cross slope as � slope as shoulder shoulder PLAN TYPE GI THRU G5 GT3AND GT4_ INLETS IN GRADE SAG 300 mm Min I DH ri Dike (Typ) y�D f Wall thickness of basin variable SECTION C -C DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL �! TOTAL PROJECT NCS.* `>;HFFTS 06 Kern 99 33.5/34.0 (o -z et ric RFG1STFRFD CiV1I FNGINFFR v �IV4 A p r i 1 2, 2005 G I en DeC4u �7 PLANS APPROVAL DANo. Nc:. C34547 M Cxp.9-30'05 The _tote of Collfor•�nla or Its off leers Of'� � agents shall not be responsible t or the accuracy CIVIL or comp1ctcncss of cicctronJc coplos of this p1c7n �r� OF C.A` 1t,�ura;;, To Jet to the CCaltl ons web site, Cho to17ff�7°%/W1N1��..CI(.?t.C;CI.C�C)V To accompany plans dated 04/17/07 NOTES 1 . W = Width of depressed apron. Depressed aprons shall be 1.2 m unless indicated otherwise. D = Inlet depression. The Inlet depression shall be 30 mm unless indicated otherwise. DH = Dike Height. --■- = Straight grade, downward slope. -•-�- = Direction of flow. 2. Apron shall be asphalt concrete and match thickness of adjacent shoulder pavement. 3. Establish curb opening height of Type GO or GDO at midpoint of grate. See Standard Plan D74B for details of curb opening. 0bay}-rancroal Nparm r .;t -3_4��, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION --- - - ' INLET DEPRESSIONS ASPHALT CONCRETE SHOULDERS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP D78C DATED APRIL 28, 2005 SUPERSEDES STANDARD PLAN D78C DATED JULY 11 2004 -PAGE 160 OF THE STANDARD PLANS BOOK DATED JULY 2004. REVISED STANDARD PLAN RSP D78(3 w rn rn v v a 1p v ��• �> �'r �'� b 4 0y U1 E W Lfi R SP`11 .S -7M et S O O 3 300 mm 25 kg E projected length F 3.7 m Minimum � o 0 s Sign ES -7N � ES -7M DetU 330mm etS Q 25 9 3 @ 300 mm 25 kg Finished grade Bolt hole = Balt 0 Axis of aim 9 X Sign-, 112 NPS Coupling underside required when IISNS shown on plans ,=,, ti 1830 mm x 560 mm, 30 kgec�`l Internal ly illuminated street name sign ELEVATION TYPE 28-5-161 BASE PLATE RS S- Handhole (far side) S ES -7M Tet F Finished grade KES-7N CIDH Pile foundation H H An I Pole s E N � ' J I., I %J %41 c� =lal I SECTION A -A S ES -7M et F hex head cap rew. Tap le plate. 60 mm 0 hole, chased edges for electrical conductors DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 06 Kern 99 33.5/34.0 etric �' ()CE`>51�� fRFGI`ST IVII FNGfNFFR 4 Nqr, Tillat So January 24, 2005 �' x PLANS APPROVAL DATE ' No. C42892 `-f�- �, � Exp . 03-31-06 � The .-tote of C'cl/ fornla or tfs officers or civil 8 c7gC-nf,s .'7/Y.7// rlof he rFS,-fx -lble for Me. accurney 1P or completeness of electronic codes of this ,olr�n �•r� �����Sti R 10 mm top ��� I` - bottom and sI des / o get to the Caltrons web site, go to. http://www.(Jot.c G.gov To accompany plans dated 04 /17 /0 7 2 NPS pipe, chased edges Galvanized drain holes, 2 both sides ELEVATION (ZIr..KI A I A PkA C~0K1K117f T1f)K1 nP7T A iI c 3 @ 300 mm Dia 25 kg HIGH STRENGTH CAP SCREWS 16 - IINC - 45 Length (mm) Threads (per inch) Size (mm) Finished grade E Protected Length J Q 3uu mm 25 kg Se 1830 mm x 560 mm, 30 kg, Internally illuminated S street name sign ES -7M Ma -I- P- TYPE 29-5-161, 29A-5-161 LUMINAIRE ARM DATA SIGNAL ARM DATA E F G P Mounting Height Min Rise OD T HS Ca J K L at Pale 0 SECTION X Projected Min Mounting H 0D Thickness 83 Bolt Screws Plate Arm �' Pole R 89 Max 10 ± -- Length Spacing Height 11.5 ± At Pole m 98 Circle 161 Size Thickness Thickness $ Length Thickness 1108 ± m 1450 ±1 mm m mm m 15.2 4.6 7.2 to Tab 4.9 291 29-5-161 4016 4O6 38-6NC-83 406 45 45 15 ° 5°5 6.1 4.3 16.8 4.6 233 584 311 l00 Finished grade E Protected Length J Q 3uu mm 25 kg Se 1830 mm x 560 mm, 30 kg, Internally illuminated S street name sign ES -7M Ma -I- P- TYPE 29-5-161, 29A-5-161 LUMINAIRE ARM DATA MN Wind Velocity km/h Min POLE DATA P Mounting Height Projected Rise OD Thickness gal 10.7 Length Thickness at Pale C Pole Pole m mm m 1.8 610± 83 3.04 9.5t II°I± 2.4 760 ± 89 9.7 t 10 ± 3.1 990 ± mm 909 t 11.5 ± mm m 98 5 161 5.2 307 1290 ± 7.94 1002 t 1108 ± 4.6 1 1450 ±1 108 1 1 10.4 t 1 12.0 ± Pole Type Load Case Wind Velocity km/h POLE DATA BASE PLATE DATA Luminaire Arm Signal Arm CIDH PILE FOUNDATION AND A Height Min OD Thickness Alternative Section C DI Bolt Circle D2 Thickness Anchor Bolts Diameter Depth Reinforced B Length Bottom To p Size Base To M rom m mm mm m mm m 28-5-161 5 161 5.2 356 297 7.94 None 533 533 45 510 x 1067 x 152 None 1.5.2 or 16.8 914 2.8 Yes 29-5-161 9.1 251 3.1 286 251 1.8 - 4.6 29A-5-161 10.7 233 4.6 233 584 584 F1 Indicates arm length to be used unless otherwise noted on plans. Handhole (far Finished ) -- Finished grade CIDH Pile foundation - ° STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS WIWD VELOCITY=161 km/h ARM LENGTHS 15.2 m TO 16.8 m) NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP ES -7G DATED JANUARY 24, 2005 SUPERSEDES STANDARD PLAN ES -7G DATED JULY 1, 2004 -PAGE 457 OF THE STANDARD PLANS BOOK DATED JULY 2004. iEVISED STANDARD PLAN RSP ES-7GI N O O L) IS I ['.OU114 1 Y W.A.i i E KII OMFTFR POST SHEET TOTAL ! TOTAL PROJECT NO. 'SIIFF�TS ✓ Signal Arm projected length 06 Kern 99 33.5/34.0 A -� N NUMBER IDENTIFICATION _ 7 . Pipe tenon e tris .----- 102 mm Min Attach a stamped metal tag with each pole's indentification RLGISTLRL I L LNGINLLR •'✓FR�� 10)14 !© < ,,..--Signal arm 7 I/ number to shaft above handhole. 7 mm high number minimum. Ilk - �______ �� 10 mm Galy bolt ----__ 1 Jj A similar tag shall be attached to the top of the signal mast `� ' f April i l 2$ 2005 Raintight cap arm near the pole late. u No. 042892 R p � PLANS AN.� c� � AHHHOVAL DAIE E Sample Identification Number 1 he - tr of GC7l1tnrnh7 or Its offlenrs nrIV[L-2006 orients shall not be respnnslble for thp orrurory sa. �•�'rF �.- Slip fitter for r�r, ;rairrftetrrye°,, rel' eleC11-.0010 c,��l>te<<, car ihl,s j.?!rm CyFa�,'' . Pipe tenon `'---Signal arm .�� Sl)P,P,•l. ° 2 NPS pipe. Inside a t MAT mounting 102 is Shawn. Use c �'� . ground smooth for �v� � �� �� Tc� trrt tct tflr �'c ltrc�rr<<� wt,h sltr.., cin tc7: t�ttp://ww>�ri.dot.c;c.7gov MAT or MAS as wire protection.o���' �� ��`� ,� � � '� To accompany plops deed 04/17/07 shown o n plans. ns. P A ���� c� m e ti�� a •�a5 rES4D DETAIL S-SIDE TENON - 19A - 3 - 16i - 90l - fl4 - F SECTION A A Use SL for special load case PIPE TENONS GENERAL NOTES 102 mm x 165 mm handhole reinforced � with ring welded to outside of pole. SPECIFICATIONS See note 4, 3 mm cover plate.---_,... Anchor bolt-thread top DESIGN e AASHTO Standard specifications for structural supports 0 V After plumbing standard, 25 mm f 6 mm 203 mm and galvanize for highway signs, luminaires and traffic signals dated 2001. 305 mm 0 place mortar all around 2 NPS pipe, chased --- - ---- 146 .-_--Signal arm bolts. Finish with slope n y CD Loading ranging from 45 to 90". - WIND LOADINGS o 161 km/h --Night fit g g Finished grade E for wire protection - _ _ ____ T T- TT Unit Stresses See note 2 102 76 STRUCTURAL STEEL .f = 330 MPa to ered steel tube � � y p rn DETAIL 50 Min i i � fy = 250 MPa unless otherwise noted 75 Max TS-TIP TENON CONSTRUCTION Specifications the Special mortar- � :Standard and Provisions ASTM A307 NOTES M anchor bolts 2 NPS pipe, chased ___ -- ���� i i I. ASTM A307 anchor bolts are required for each pole. Provide a hex - -Signal Si nal arm Size of anchor bolts for wire protection­------ t a ---*.71 is "a x b x c"-refer nut, leveling nut and 2 washers for each bolt. IOZ to tables on standard 2. Luminaire arms shall be round, tapered steel tubes taper of 1 p p 1.45 mm/m i plans. PO L_ _J to 11.66 mm/m with an end section 60 mm OD for mounting hardware. ~- 6 mm R L-J LC J Extensions of 2 NPS Standard pipe and 178 mm long may be used at the �..� DETAIL TL-TIP TENON option of the manufacturer. When low pressure sodium luminaires are required, the extension shall be 381 mm. M This de Detail S when ail supersedes so designatedDETAILSHANDHOLE AND ANCHORAGE 3. Signal arms shall be round, tapered steel tubes, maximum taper 1- 11.66 mm/m. > Allen head socket flat 4. Handhole reinforcement ring shall be 6 mm x 51 mm for 3.04 mm to Z T = wall thickness headcap screw, 8 mm 0 6.07 mm poles, 10 mm x 51 m1m for 7.94 mm. inset with cover. 5. Handholes for lighting standards shall be located on the downstream Allen wrench size 4.8 mm. side of the pole unless otherwise noted on the plans. 8 mm 0 Button head 6. Detail F, fatigue resistant weld, is required at signal arm plate and -~ hex socket stainless 30° Max r-- ---�-� contact ►'tole base late. steel ca screw. p p For weld size calculations P C 3 angle � �, T must be 5 mm or more - I I l I I 7. Cap screws shall be tightened by the turn-of-nut method 1/3 turn rn ° 1.57 T c to form a snug tight condition. No washer will be required. Cover--- '• � - Min 8. g pole erection, burin the post shall be raked as necessary with the Recessed dimple P y � f i n cover use oleveling nuts to provide a plumb pole axis. 1.57 T DETAIL F 9. When Project Plans show a lesser number of signs and signals, the ALTERNATIVE DETAIL Min Fatigue resistant weld Project Plans shall prevail. ' 10. Outside diameter, wall thickness, and corresponding section properties Handhole reinforcement at the base of traffic signal poles and arms as shown in the Standard VeldWall ri ring Plans are minimums. Unless otherwise specified, alternative sections Size Thickness require approval by the Engineer. Pole or Arm --___� 7 3.04 STATE OF CALIFORNIA 8 4.55o 8 mm 0 bolt DEPARTMENT OF TRANSPORTATION See Detail F---____ a ,,,, „�,,, „ l0 6.07 82 �2 ELECTRICAL SYSTEMS _1 l l 7eJ4 � (SIGNAL Tapped hale in AND LIGHTING STANDARDS�.. � 1 • steel strap Outside face DETAILS No. 1 sA� :ergo �;s The lomna� �t�.s. ,e ;.�,, 4 3.04 cover ob® ' W old-- 0.2 5 4.55 I r C? SCALE aE+a• 7 6.07 ALL DIMENSIONS ARE IN TAMPER RESISTANT MILLIMETERS UNLESS OTHERWISE SHOWN ELEVATION A 8 7.94 � I HANDHOLE COVER RSP ES-7M DATED APRIL 28, 2005 SUPERSEDES RSP ES-7M DATED JANUARY 24 , 2005 AND STANDARD PLAN ES-7M DATED JULY 1, 2004-PAGE 463 of THE STANDARD PLANS BOOK DATED JULY 2004. REVISED STANDARD PLAN RSPES-7_ DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL ' TOTAL PROJECT NO. SHEETS To accompany plans dated ,"� d�. � NOTES " 06 Kern 99 33.5/34.0,��; Overlay (As appropriate) e tt'IC Un less a h t erw i se spec i f i ed i n the spec i a l RFC i STFRF) C I V I I FNG i NFFR Q� ��c - 120-1 W4 _ 2R provisions, all I temporary warning signs 2�v �� W4-2R shall have black legend Greg 1a ROAD 2 C20 (CA} {Rt} on orange background. F�tf RIGHT LANE WORK CLOSED �W. Edwards See Note 15 April 282005 See Note 1 � � See Note 16 California code are designated by (CA) . PLAINS APPROVAL �' No. 036386 M AHEAD AHEAD DATE ��� Otherwise, Federal caries are Shawn. r� �t�,te of �^,,,,f�„-„r�� ��r its officers or � I"�'.6-3�-�6 � A A ❑ B _ `` ''' <7(7e/)t' i : � /7(7// 1)ot he 1'e,5pol m, r1.`�/e for ff e, acGfl r ..7ry 3, C I V 1 � a _ See Nate 6 --'” •r or cornplctrnc,ss Of' ciccfl"01)10 f;t7p/CS of' this p1G17 .,�T('• ��. �`���.. 817PP.t'�,, I:AL Cones 15 Max - - m spaci9ig Cones 30 m Max spacing •/,' ..'' To /-et to the Cc�ltrcros web site o to: h t / /� � W ( �I'/ Li f � t �e'! f YV VV wo'�! oteCccgoY ® °- • 0AV Median shoulder f :7Z/ ® --•- —• • • •— -•- —• • 0—•- `` • • • --*0 • r • ----"'�- rr o -- Shoulder 800 m 450 m Q _ � Min 80 m © See Nate 8 See Note 12 FD] �M i 3 Advance warning signs See Nates 3 and 4. n cones across each closed o sed one 300 m Min 300 m taper 500 m Min 300 m taper LANE _ and shoulder I der every 600 m. See Note 12. 0 per I ane c I osed See Note 13 per I one c I osed See Note 7 CLOSED A Q C3a (CA) F ❑ LANE CLOSURE ( } 460 LANE Median shou I d r CLOSED M Cones 15 m Max s ac i n W4-1 R See Note 1 4 C30 (CA) M Median shou I der< Median shoulder Optional taper - m Shoulder �;� •-- -�- • -�- • -- •— -•- • •—• -•- -•- --• • • , • -- • • •-- —• v N60 a m Shoulder aIZZ Shoulder WORK AREA FE250m pop 00 FA] RIGHT � ,.. � ,� on Cones 15 m Max spacing Cones 15 m Max spacing ``�,` am SHOULDER, ' Cones 15 m Max spacing %;• CLOSED AHEAD M W21-5bR G84(CA) { } See Note 14 ROAD SHOULDER CLOSURE LANE CLOSURE WORK CLOSURE NOTES AHEADLANE AT EXIT RAMP W20_1 AT"ENTRANCE RAMP 1. Median lane closures shaII conform o the 6. If the W20-1 sign would follow within 600 m 12. Unless otherwise specified in the special "ROAD details for outsideI ane closures except of a stationary W20-1 or C11 (CA) WORK provisions, a minimum of 3 cones shall LEGEND It, -Q that C20 (CA) (Lt) signs sha I I be s d. NEXT MILES use a C20 (CA) sign for be placed transversely across each closed SIGN PANEL SIZE (Min) the first advance warning sign. lane and shoulder at each location where 0 Traffic Cone 2. At least one person shall be assigned full time maintenance of traffic to a taper across a traffic lone ends and r-A] 1200 mm x 1 200 mm 7. Place a C30 (CA) sign every 600 m throughout every 600 m as shown on the ''Lone(optional O Traffic Cone taper) control devices for lane closures. length of (ane closure. CIosure" deta i I. Two Type II barricades ® 1219 mm x 1219 mm Temporary Sign 3. Duplicate sign installations are not may be used instead of the 3 cones. The 8. One flashing arrow sign for each lane transverse alignment of the cones or r-C] 750 mm x 750 mm 01 required: closed. The first flashing arrow sign barricades on the closed shouIder may be Flashing Arrow Sign (FAS) sha I I be Type I. A I I others may be shifted from the transverse alignment to rD] 762 mm x 762 mm a) On opposite shoulder if at leasl leas either Type I or Type II. provide access to the work. 000 FAS Support or Trailer one-half of the available lanes FE� 1 372 mm x 1219 mm remain open to traffic. sight9. A minimum 450 m of distance shall Direction of Travel haII13. Unless ess otherwise specified i n the special be provided where possible for vehicles provisions, the 500 m tangent shown along b) In the median if the width of the approaching the first flashing arrow sign. lane lines shaII be used between the 300 m ;;,- Portable Flashing Beacon median shoulder is less than 2.4 m Lane closures shaIl not begin at top of tapers required for each closed traffic and the outside lanes are to be crest vertical curve or on a horizontal lane. STATE OF CALIFORNIA closed. curve.z �'�"�} DEPARTMENT OF TRANSPORTATION 4. Each advance warning sign n each .1i 14. Unless otherwise specified in the special .�� de 10. All cones used for lane closures during prov is i ons, the G84 (CA) and W4-1 signs sha I I c.,- t��'�''� TRAFFIC CONTROL S of the roadway shall be equipped w i ©1�0_� h at the hours of darkness shall be fitted be used as shown. c_ least two flags for daytime cIosur . Each with retrorefIective bands(orsleeves) FOR LANE CON Iag shaI I be at least 400 mm x 40 mm in as specified in the specifications. 15. When specified in special provisions, 7,c' size and shall be orange or f1uores ”the sign �� ent a W4-2 "LANE ENDSsymbol is to be FREEVAYS ANDEXPRESSWAY red-orane In color. Flashing beacons 11. Portable delineators, placed at one-half used in place of the 020 (CA) "RIGHT LANE shall be placed at the locations in icated the spacing indicated for traffic cones CLOSED AHEAD sign. NO SCALE for lane closure during hours of darkness. may be used instead of cones for daytime ' "END closures on I y.16 The W4-2 "LANE ENDS" symbol sign shown at ALL DIMENSIONS ARE IN 5. A C1 4 (CA ) ROAD WORK" sign, asappropriate, this location is to be used where the W4- 2 MILLIMETERS UNLESS OTHERWISE SHOWN sha I I be placed at the end of the lane closure unIess the end of work are sign is used as advance warning as RSP T10 DATE APRIL 28, 2005 SUPERSEDES STANDARD PLAN T10 is described in Note 15. obvious or ends within a larger pro' DATED JULY 1. 2004-PAGE 218 OF THE STANDARD PLANS BOOK DATED JULY 2004. ect's limits. REVISED STANDARD PLAN RSP T1V /c:1/'1,� /) ) 04-27-05 D I ST C:Ol.1NTY ROUTE KILOMETER POST SHEET TOTAL LEGEND1 0 1 Al III ZQ JI (,'I NO. SHEETS TYPICAL RAMP CLOSURES r 06 Kern 99 33.5/34.0 0 Traffic Cone � etric F Temporary Sign CIVIL ENGINEER 14;� Greg �T - $ Barricades �1 N Edwards `- April 28, 2005 � r PLAINS APPROVAL DATE �' Na. 036386 Direction of Travel Eh�.6-30-06 * T/ -x- Stale of C:`alifornia or* Rs orrrcers or, CIVIL ac�cnt.s rl�all nott5c rc;r;por� �ihIc for ttie accuracy V,r 114' nt cmm�l�tPne a,> of Plectrnnlc rople,a of thl r,, jplan .ire"— Turn Arrow �r CAI sfAeel. 210 m to 300 m 210 m to 300 m Cones at 15 m Max spacing To 'et to Me C ultr-Ons web site, go to: httl-)://www.dot.ecl.gov_ SIGN PANEL SIZE (Min) shoal der -� '�``�-- F- ® --��`` ** Ex i FA� 1200 mm x 1200 mm To accompany plans dated 04/17/07 �'-`�„'--- rnp �' RAMP -' co�� or RAMP ' @c�-°r` F -B] 1200 mm x 750 mm NATES CLOSED CLOSED AHEAD RAMP --_ HEAD © R1 1-2�C]1 . Barricades sha I I be Type I, II, or III for closures Iasting CLOSE Barricades, M 1 n 3 per lone. 750 mm x 750 mm W20-3 See Note 2 W20-3 one week or less and Type III for closures Iasting longer than See Note 1 USE NEXT D 762 mm x 762 mm one week. ❑F C38 (CA) ❑ �� �� IT 2. Instead of placing i n the W20- 3 RAMP CLOSED AHEAD and C30 CA EX p g � ) signs, black on orange overlay plates with the FE] 900 mm x 9003 mm "RAMP "CLOSED EXIT RAMP OR CONNECTOR word CLOSED may be mounted, as directed by the Engineer, ❑F 1219 mm x 914 mm on all guide signs that refer to the closed ramp. The letter 0 size on the overlay shall be the some as the guide sign. 00 3. Each advance W20-3 RAMP CLOSED AHEAD 11sign shall be equipped with at least two flags for daytime closure. Each flag shall be at least 400 mm x 400 mm in size and shall be orange or fluorescent red -orange in color. 4. All cones used for ramp closures during the hours of darkness rn — - shall be fitted with retroref I ect i ve bands (or sleeves) as .� specified in the specifications. 210 m to 300 m 210 m to 300 m Cones at 15 m Max spacing 5. Portable delineators, placed at one-half the spacing indicated ,__�- ® ® a �► ae! ® for traffic cones, may be used instead of cones for daytime rn # ramp closures only. F -A] FA] �. Ex1t a 6. At least one person shaII be assigned to provide fuII time Shoulder I der t� . p °r MP RAP Corr maintenance of traffic control devices unless otherwise nect°r` SED CLO EAD AHEAD directed b the Engineer. ED ® 'f RAMP -`' yr■F LANE © R11-2 -�-_. ,� CAJ CLOSED CLOSED Barricades, Min 3 per lane. 7 • The. existing EXIT sign n the gore area sha I I be covered W2See Note 2 W20- 3 030 (CA) See Note 1 during ramp closures. F -F -i USE NEXT B 3 8 (CA) EXIT o r c EXIT RAMP OR CONNECTOR WITH ADDITIONAL LANE ° CL See Note 2 w o .--Barricades, Min 3 per lane. See Note 2 Z [E] °C See Note 1 See Note 2 FE] RAMPFE]RAMPL ❑ a. CLOSED +_ CLOSED R3_ 1 RAMP AHEAD C a -- Barricades, Min 3 per lane. AHEAD ❑FBICLOSED RAMP 4+ See Note 1 0 ■� See Note 2[E]w W20-3 R3-2 R1 1-2 CLOSED `--��-__� C30 (CA} W20-3 ❑ RAMP CLOSED B AHEAD ❑ D C RAMP See Note 2 RAMP oe �-90 m to 1 50 m -- —90 m to 1 50 m— AMP CLOSED CLOSED W20-3 R11-2 C ._�,-- 4+ '�'�' R3-1 -- OSEQ C30 (CA) AHEAD --- �► W20-3 See Note 2 60 m to 903 m 30 m �-- 90 m to 150 m „ Cones at 7.5 m Max Spacing ENTRANCE RAMP WITHOUT TURNING POCKETS STATE OF CALIFORNIA Cones at 7.5 m Max spacing--�- �` These �!�'�s h�a�� been ���r���d for DEPARTMENT OF TRANSPORTATION o6�i,�N°��� TRAFFIC CONTROL- SYSTEM Encs NATES FOR RAMP CLOSURE -13 -ZA ® RAMP See CLOSED Fc. NO SCALE ate 2 Un I ess otherwise se spec f ed n the spec i a provisions, all temporary warning signs ALL DIMENSIONS ARE IN C30 (CA) R3-2 shall have black legend on orange background. MILLIMETERS UNLESS OTHERWISE SHOWN California code are designated by (CA) . RSP T14 DATED APRIL 28, 2005 SUPERSEDES STANDARD PLAN T14 ENTRANCE RAMP WITH TURNING POCKETS Otherwise, Federal codes are shown. DATED JULY 1, 2004 -PAGE 223 OF THE STANDARD PLANS BOOK DATED JULY 2004. REMISED STANDARD PLAN RSP T_14, x q x____________ PQ x KILOMETER POST SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS INDEX OF SHEET STATE OF CALIFORNIA 06 Ker 99 33.5/34°0 1 66 SHEET No. DESCRIPTION DEPARTMENT OF TRANSPORTATION oRTd SISKIXOU MODOC 1 TITLE 2-4 TYPICAL CR SS SECTIONS o ;' f 5 KEY MAP AND LINE INDEX PROJECT'PLANS CONSTU TION ON m6-8 LAYOUTiTRINITY+SHASTA i LASSEN 9PROFILE ANE SUPERELEVATION DIAGRAM ;` TEHAMA pLUMAS\'� 10-13 CONSTRUCTI N DETAILS o -- - 14-1 8 TEMPORARY ATER POLLUTION CONTROLSTATE YGLENN J,BUTTE>� SIERRA PLAN AND DETAILS ,EVADA 6LUSA-� ,PLACER Uj 19-24 DRAINAGE PLAN, PROFILES AND DETAILSLAKE\ iEL DOrR AD0925-29 UTILITY PLA AND DETAILS SONOMA�Oa— IN NAPA -3230 TRAFFIC HANDLING PLAN POO�_p<q 33 DETOUR PLA 34 CONSTRUCTI N AREA SIGNSIN,�COSTA MONO MARIN CONT A �,P�\� P� TUOLUMNEI SAN FRANCISCO A'1JiE� 35-37 PAVEMENT D LINEATION PLAN SAN MATED 38-39 SUMMARY OF QUANTITIES FROM 0.5 Km SOUTH OF WHITE LANE 0 ERCROSSING SCARA`��/MERCED,� QF�P 40-43 SIGN PLAN 44-46 RETAINING W41-1- SANTA CRUZ 47-54 HIGHWAY PLANTING AND IRRIGATION PLAN 2���/ LA TO WHITE LANE OVERCROSSING � FRESNO INYO 55-59 ELECTRICAL PLAN �l0) TULARE 1 MONTEREY ,� KINGSI 60-66 REVISED STANDARD PLANS To be supplemented by Standard Plans dated July, 2004 F -- 4- L��± o ++� C 4- -u O U) C:C •– U U U U nil W Z U U '–023 . CO }- L - U Q E— o '�U) " o � o To Los Ange I es 1 93 oIn •vim o+ o p - *1 Q N cn +-�LC E °- In � (D° 0 V) _U L C c U o +- a� a w :D0 U o > U N o 3 C o � 2 � a a 4- E +- �? O N •U) p w + — L n >,. o a U U > o U U z< 2 z •— — — _ p w z 0 Q L 0 .0 pU O L - 0- Q•– -C v — N � —> L N W Q 3 -I— U (n W Z 0 z W Limit of Work (White Lane) Sta "W" 46+6-6- END 6+66 END CONSTRUCTION STA "W" 47.61 KP 34.0 PM 21.1 BEGIN CONSTRUCTION STA "A" 194.86 KP 33.5 PM 20.8 196 Begin Work ( Route 99 ) Sta "A" 193+68 SOUTH BAKERSFIELD OH U The Contractor shall posses the Class (or classes) of license as specified in the "Notice to Contractors". FORM DC. -OE -93 -PF, (REV. 3/88) SBL E ROAD LOCATION MAP The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. Caltrans now has a web site! To get to the web site, go to: http://www.dotca.gov Cat#raps Limit of Work (White Lane) Sta "W" 49+52 BAKERSFIELD on beproved for °°0607 -WAC - o ff ►. Ry—on�!f. C77 ROUTE 99 --- � 201 202 203 204 205 To Fresno End Work ( Route 99) / Sta "A" 204+90 �_.O Q�pFESS14 % O ROUTE 99 Sta IA1200+00– 23 DONATAS GREB ,- „ „ Project Manager Date " N C 42183 2 WHITE LANE Sta W 50+00 Registered C i v i I�ngineer �• WHITE LANE OC xp,03/31 /08 + APPROVED BY: sTgT C I V I L ��P Q OF CALIFd� - RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-07 DATE o tiPUBLIC WORKS DIRECTOR � /� Joh / APPROVAL RECOMMENDED BY. Plans Approval Date i 0 7 CITY OF BAKERSFIELD w LA S ANT PUBLIC WORKS DIRECTORS DATE 1 501 TRUXTUN AVENUE � < BAKERSFIELD, CA 93301 NO SCALE Z z7 T Y LIN INTERNATIONAL i CCS z CIVIL ENGINEER IV - 2LaENGINLLRING DATE 2010 CROW CANYON PLACE, SUITE 350 '© SAN RAMON, CALIFORNIA 94583-4634 o ¢.2 D 7 H TR FFIC ENGINEERING DATE Contract No. 06-428104 J o FOR REDUCED PLANS ORIGINAL 0 1 2 3 'a I USERNAME => $USER SCALE IS__IN INCHES__.,_ I 1 I 1 1 1 CU 06257 EA 42$101 nf, FTI F _), �tPP -I�eT M X NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TO ERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. SEE LAYOUT PLANS ROR LOCATION OF CURB, AC DIKE AND MBGR. 4. WHERE WIDENING TO AN EXISTING ASPHALT CONCRETE SHOULDER THE CONTRACTOR SHALL SAWCUT THE EXISTING SECTION 150 MM IN FROM THE EDGE. 0 10.42-12.10 1 .1 .01 2.4 C DIKE 0 (TYPE E)--,,,, 5% I- I 5� .a e� OG 1 .2 PAVEMENT STRUCTURAL SECTIONS: 0 Var AC (TYPE A) 30 to 115 mm [-2] COLD PLANE AC 30 mm (TYPE A) F-31 0 165 w m A) 1 9600 195 0 w AB Q 30 mm r --i w > I - w a cc o LLJ 0 0 AB 1-11-, 1 10 0% 0 0 0 0 AC ( TYPE A) o � � o 3.66 3.05 0m � i w m ~00 aw Jz w :D Y --- -- �- _j cn w Qw s UO U NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TO ERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. SEE LAYOUT PLANS ROR LOCATION OF CURB, AC DIKE AND MBGR. 4. WHERE WIDENING TO AN EXISTING ASPHALT CONCRETE SHOULDER THE CONTRACTOR SHALL SAWCUT THE EXISTING SECTION 150 MM IN FROM THE EDGE. 0 10.42-12.10 1 .1 .01 2.4 C DIKE 0 (TYPE E)--,,,, 5% I- I 5� .a e� OG 1 .2 PAVEMENT STRUCTURAL SECTIONS: 0 Var AC (TYPE A) 30 to 115 mm [-2] COLD PLANE AC 30 mm (TYPE A) F-31 = V) > 165 mm AC (TYPE A) 1 9600 195 mm CLASS 2 AB Q 30 mm AC ( TYPE A) &Var 135 mm ( TYPE A) 180 195 mm CLASS 2 AB D = 1 10 0% 0 200 mm AC ( TYPE A) [51 ABBREVIATIONS COB CITY OF BAKERSFIELD PFE PERMANENT FOOTING EASEMENT RMCTB ROAD -MIXED CEMENT TREATED BASE TCE TEMPORARY CONSTRUCTION EASEMENT DESIGN DESIGNATION (ROUTE 99): 2006 ADT = 105,000 2026 ADT = 174,500 DHV = 14,000 D = 54% T = 9% DESIGN DESIGNATION (EB TO SB ON-RAMP): ROUTE 99 "A" 197+79°210 TO 198+37°456 X--- = V) > a CD Z Q R/ "A" LINE 2006 ADT = 1 9600 1.0 1.2- Var o- i 2026 ADT = 19800 20.39 &Var w Q DHV = 180 0 0 ( TYPE E) E- Var D = 1 10 0% 0 Var 0-3.6 10.98 & Var 7.01 i T = 3.66 3.05 � i �.N /r-- Var 4% to 6% i i i �0_ G --- -- �- 160 -- ------------ -- _� mm AC 76 mm AC 228 1 mm mm PCC 100 mm PCC AC Exist TBB 152 mm AB 100 mm RMCTB 100 mm AB ROUTE 99 "A" 197+79°210 TO 198+37°456 X--- = V) > a CD Z Q R/ 12.01- 13.00 1.0 1.2- Var o- z c� o 2.4 3.6 w Q AC DIKE 5./. [3] [3] 0 0 ( TYPE E) E- Var _ 5% 2% to 4% �.N /r-- �0_ G z 0 a 0 X °- z Q R /W 13.00- 17.39 3.0017.39 I 4.5 OG MBGR "A" LINE 20.39 & Var i 10.98 & Var 7.01 i 3.66 3.05 i • I 60 mm AC 228 mm PCC Exist TBB 228 mm PCC 100 mm AC 100 mm RMCTB 100 mm AB ROUTE 99 "A" 197+330328 TO 197+79°478 "A" LINE 20.39 & Var 1.0 1.2 10.98 & Var 7.01 i 3.66 3.05 i i 5% I i -_-_-.- -----__---__-------I � _------- �---- - 60 mm AC 116 mm AC 228 mm PCC Exist TBB 52 mm AB 228 mm PCC 100 mm AC 100 mm RMCTB -AC DIKE 100 mm AB (TYPE F) ROUTE 99 "A" 196+47°210 TO 197+33°328 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I I I I i USERNAME=>$USER n(,tnl F T I F => A�PP'01 IFCT R /W TYPICAL FILL DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO SHEETS 06 Ker 99 33.5/34.0 2. (.v (v 2pFE D7 QRSSION REGISTE D CIVIL ENGINEER �o q� MICHELE JOHNSON\ r PLANS APPROVAL DATE � No. C 69116 I 06/30/08 The State of California or its officers or xp' agents shall not be responsible for the accuracyS` CIVIL P or completeness of electronic copies of this plan 9TF OF CALIF sheet. Caltrans now has a web site! To get to the web site, go to. httpo//wwwoe'ot.caogov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 HP OG CATCH POINT SLOPE ROUNDING R/W 3.0 3.0 Var HP OG - - -_ L �. CATCH POINT TYPICAL CUT SLOPE ROUNDING b cm zapprovad for � aj, t an ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTIONS CU 06257 NO SCALE X-1 EA 428101 %d),S- / 1 MP Z --D 0 0 w � o V) m z w m o w Qw o I W F" W > F - w a � o x w Ln Lr) �� o 0 00 Z --D 0 0 3:: � o 0 c z w m ~r Qw o I W D CD J V) W Q Lu z Up U Z 0 z w M f -- Q Cl - w 0 z 0 I "W" LINE "W" LINE Var 14.66-28.87 ar 10.91-1 5.51 0.6 -� ao Var CONFORM 2%-3% 88 mm AC SEE COLD PLANING 20 m AB DETAIL SHEET C-4 FL R/W 0'__1.5_,1.01_2.63-_ 3. .51.02.63- 3.75-1 3.36 3.00 0.15 [-4] x REMOVE AC DIKE & SW Var 2% 5% HP - -r- � 2 _y x 7. A2-150 CURB 100 mm PCC SW WHITE LANE W 48+15.000 TO 48+63.270 Var 15.53-19.26 r 13.46-15.51 0.15 CONFORM - 2% -30% 88 mm AC 204 m AB FL R/W 1 .5 1 .0 3.23-4.03 2.07-3.75 Var [-4] 1 .03 to 1.85 REMOVE AC DIKE & SW HP MATCH EXIST 2% 5% A2-150 CURB G OG 100 mm PCC SW WHITE LANE 'W" 47+61.057 TO 48+15.000 1:4 2.8 PERMANENT FOOTING EASEMENT (Typ) Ret WALL w/CHAIN LINK RAILING & Conc BARRIER. SEE Ret WALL PLAN FOR DETAILS. "W" LINE _Z1--_%0, "W" LINE FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS Var 34.84-46.70 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 3 676 07 Q RO F E S S JCIV REGISTE CIVIL ENGINEER �o 4� F MICHELE JOHNSON f PLANS APPROVAL DATE � No. -C 69116 06/30/08 The State of California or Its officers or XP. agents shall not be responsible for the accuracy s� CI V I L or completeness of electronic copies of this plan 9TF sheet. OF CALIF Caltrans now has a web site! To Get to the web site, Go to: http://wvlw.doteca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 R /W Var 15.57-15.75 3.1 7- Var 0-10.03 1 .5 1 .0 4.5 M i n 3.56 1.0 0.6 0 SEE CONFORM SHEET 2%-3% MATCH ° C-4 EXIST - --� -r-� 2% 5% HP ---- ---- --- --- 102 �---- -�'� FLATTER I ° ° --------------- ----� q ITER �� '�� __T88 mm AC SEE COLD PLANING qTT�� 204 m AB DETAIL SHEET C-4 / -� --- A2-150 CURB -/ OG J REMOVE AC -SLOPE-1 CATCH DIKE & SW ROUNDING POINT WHITE LANE "W" 48+88.243 TO 49+14.980 Var 27.93-34.63 Var 14.19-16.04 1 3.37-5.6 0.6 CONFORM-, ao 2%-3% 3% 88 mm AC SEE COLD PLANING 204 m AB DETAIL SHEET C-4 / A2-150 CURB 0.70-7.67 1.01 11.0 5% 1: OR ° FL T TER 5 SEE REMOVE SHEET AC DIKE C-4 & SW WHITE LANE "W" 48+63.270 TO 48+88.243 These plans havle been pp Oved for pp99b6p� a� N �s C -- 0; - Eti 9md G2 ±si 81 �;6�., iei7l4 No. .�..a• !.Z_ 9 0 20 40 60 80 (USERNAME=>$USER I i I i I i I i I nrry FTI F =�, 5PRF011FCT 100 mm PCC SW 7.36-7.62 a Var 5%-9% FL 11.5 ,1. R /W 2.63- 4.14 HP 2% 5% 7. A2-150 CURB 100 mm PCC SW OG 2.8 PERMANENT Ftg Ease (Typ) Ret WALL w/CHAIN LINK RAILING & Conc BARRIER. SEE Ret WALL PLAN FOR DETAILS. FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET X-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTIONS CU 06257 NO SCALE X-2 EA 428101 lc�.'�."/��� _ <c c� _ W z > a 0 z [� cn Q 0 0 0 z w M f -- Q Cl - w 0 z 0 I "W" LINE "W" LINE Var 14.66-28.87 ar 10.91-1 5.51 0.6 -� ao Var CONFORM 2%-3% 88 mm AC SEE COLD PLANING 20 m AB DETAIL SHEET C-4 FL R/W 0'__1.5_,1.01_2.63-_ 3. .51.02.63- 3.75-1 3.36 3.00 0.15 [-4] x REMOVE AC DIKE & SW Var 2% 5% HP - -r- � 2 _y x 7. A2-150 CURB 100 mm PCC SW WHITE LANE W 48+15.000 TO 48+63.270 Var 15.53-19.26 r 13.46-15.51 0.15 CONFORM - 2% -30% 88 mm AC 204 m AB FL R/W 1 .5 1 .0 3.23-4.03 2.07-3.75 Var [-4] 1 .03 to 1.85 REMOVE AC DIKE & SW HP MATCH EXIST 2% 5% A2-150 CURB G OG 100 mm PCC SW WHITE LANE 'W" 47+61.057 TO 48+15.000 1:4 2.8 PERMANENT FOOTING EASEMENT (Typ) Ret WALL w/CHAIN LINK RAILING & Conc BARRIER. SEE Ret WALL PLAN FOR DETAILS. "W" LINE _Z1--_%0, "W" LINE FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS Var 34.84-46.70 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 3 676 07 Q RO F E S S JCIV REGISTE CIVIL ENGINEER �o 4� F MICHELE JOHNSON f PLANS APPROVAL DATE � No. -C 69116 06/30/08 The State of California or Its officers or XP. agents shall not be responsible for the accuracy s� CI V I L or completeness of electronic copies of this plan 9TF sheet. OF CALIF Caltrans now has a web site! To Get to the web site, Go to: http://wvlw.doteca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 R /W Var 15.57-15.75 3.1 7- Var 0-10.03 1 .5 1 .0 4.5 M i n 3.56 1.0 0.6 0 SEE CONFORM SHEET 2%-3% MATCH ° C-4 EXIST - --� -r-� 2% 5% HP ---- ---- --- --- 102 �---- -�'� FLATTER I ° ° --------------- ----� q ITER �� '�� __T88 mm AC SEE COLD PLANING qTT�� 204 m AB DETAIL SHEET C-4 / -� --- A2-150 CURB -/ OG J REMOVE AC -SLOPE-1 CATCH DIKE & SW ROUNDING POINT WHITE LANE "W" 48+88.243 TO 49+14.980 Var 27.93-34.63 Var 14.19-16.04 1 3.37-5.6 0.6 CONFORM-, ao 2%-3% 3% 88 mm AC SEE COLD PLANING 204 m AB DETAIL SHEET C-4 / A2-150 CURB 0.70-7.67 1.01 11.0 5% 1: OR ° FL T TER 5 SEE REMOVE SHEET AC DIKE C-4 & SW WHITE LANE "W" 48+63.270 TO 48+88.243 These plans havle been pp Oved for pp99b6p� a� N �s C -- 0; - Eti 9md G2 ±si 81 �;6�., iei7l4 No. .�..a• !.Z_ 9 0 20 40 60 80 (USERNAME=>$USER I i I i I i I i I nrry FTI F =�, 5PRF011FCT 100 mm PCC SW 7.36-7.62 a Var 5%-9% FL 11.5 ,1. R /W 2.63- 4.14 HP 2% 5% 7. A2-150 CURB 100 mm PCC SW OG 2.8 PERMANENT Ftg Ease (Typ) Ret WALL w/CHAIN LINK RAILING & Conc BARRIER. SEE Ret WALL PLAN FOR DETAILS. FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET X-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTIONS CU 06257 NO SCALE X-2 EA 428101 lc�.'�."/��� x i>r 0 a X--- > o w w � V H w > Q wy a LJ. wLr) �� o 00 0 -D o 3: � o om LU m ~� 0 `tw o —j z w 0 ' I cn w Qw = Up U i>r x x N. ►J OW R/W 7.00 TCE—� Ret Wa I I w/C AIN LINK RAILING & Conc BARRIER from I 99+34 to 100+26,357 SEE Ret WALL PLAN FOR DETAILS 7.00 TCE —� Ret Wall w/C AIN LINK RAILING & Conc BARRIER from 99+34 to 100+26 357 SEE Ret WALL qLAN FOR DETAILS OG R /W ICS 6.61- 10.44 —2.80 PFE 3.89- 1.0 6.61 4.46-7.18 F Var 12% TO 10% —2.80 PFE 3.89- 1 _1 .0 6.61 4.46-7.18 [ga 12% 2.4 3.6 [-3] [_31 Var 12% TO 10% AC DIKE ( TYPE E) "FM" LINE 1 .2 1.0 Var 17.78 to 9.15 PG HP 50 ° �eA 76 mm AC 100 mm AB 100 mm AS SOUTHBOUND DIAGONAL ON RAMP "FM" 99+95°000 TO 100+27°170 2.4 3.6 ❑ 3 ❑3 D 12% "FM" LINE 1.2 1.0 5% OG Z% ��'°2 ��� S E E SHEET C-4 100 mm PCC SW 4.5 Min I v 1 0 eQ FLq %TSR OG C---- — AC DIKE (TYPE E) 76 mm AC CATCH POINT 100 mm AB SLOPE 100 mm AS ROUNDING SOUTHBOUND DIAGONAL ON RAMP "FM" 99+10.000 TO 99+95.000 1 3 5% 3.6 ❑3 Var 12% TO 4% 0 "FM" LINE I 1.2 _1 .0 i_ 4.5 Min 5% e � �_ ( e O �° OG O.E3 mint ---- °� '�— — gTT�R �1 .2 ___----- __ __----)------- — CATCH 1:3 OR FLATTER FROM AC DIKE ( TYPE E) 76 mm AC POINT 98+ 0 TO 99+10 100 mm AB SLOPE 1 :2 OR FLATTER FROM 100 mm AS ROUNDING 98+90 TO 99+10 SOUTHBOUND DIAGONAL ON RAMP "FM" 98+37°469 TO 99+100000 FOR REDUCED PLANS ORIGINALI 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER n( -,N FT I C —\ �F)Un1 117CT Ca 1 t ra DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 } Z ! �7QRpFEssI�N REGISTERS CIVIL ENGINEER �o q� MICHELE JOHNSON No- C 69116 PLANS APPROVAL DATE � 06/30/08 The State of California or its officers or xp- agents shall not be responsible for the accuracy J>CIVIL or completeness of electronic copies of this plan ATFp��l sheet. OF CALIF Caltrans now has a web site! To get to the web site, go to. http://www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 c 02 7`I /� <_ %� �°`i Cil X FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET X-1 o) O 0 U) o� W� ALL DIMENSIONS ARE IN ° METERS UNLESS OTHERWISE SHOWN ,o N TYPICAL CROSS SECTIONS `Q 0 NO SCALE � o LL; o X-3 Cr C:) Vo 0 r a X--- 0 z > Q o z 0 0 Q 0 0 x x N. ►J OW R/W 7.00 TCE—� Ret Wa I I w/C AIN LINK RAILING & Conc BARRIER from I 99+34 to 100+26,357 SEE Ret WALL PLAN FOR DETAILS 7.00 TCE —� Ret Wall w/C AIN LINK RAILING & Conc BARRIER from 99+34 to 100+26 357 SEE Ret WALL qLAN FOR DETAILS OG R /W ICS 6.61- 10.44 —2.80 PFE 3.89- 1.0 6.61 4.46-7.18 F Var 12% TO 10% —2.80 PFE 3.89- 1 _1 .0 6.61 4.46-7.18 [ga 12% 2.4 3.6 [-3] [_31 Var 12% TO 10% AC DIKE ( TYPE E) "FM" LINE 1 .2 1.0 Var 17.78 to 9.15 PG HP 50 ° �eA 76 mm AC 100 mm AB 100 mm AS SOUTHBOUND DIAGONAL ON RAMP "FM" 99+95°000 TO 100+27°170 2.4 3.6 ❑ 3 ❑3 D 12% "FM" LINE 1.2 1.0 5% OG Z% ��'°2 ��� S E E SHEET C-4 100 mm PCC SW 4.5 Min I v 1 0 eQ FLq %TSR OG C---- — AC DIKE (TYPE E) 76 mm AC CATCH POINT 100 mm AB SLOPE 100 mm AS ROUNDING SOUTHBOUND DIAGONAL ON RAMP "FM" 99+10.000 TO 99+95.000 1 3 5% 3.6 ❑3 Var 12% TO 4% 0 "FM" LINE I 1.2 _1 .0 i_ 4.5 Min 5% e � �_ ( e O �° OG O.E3 mint ---- °� '�— — gTT�R �1 .2 ___----- __ __----)------- — CATCH 1:3 OR FLATTER FROM AC DIKE ( TYPE E) 76 mm AC POINT 98+ 0 TO 99+10 100 mm AB SLOPE 1 :2 OR FLATTER FROM 100 mm AS ROUNDING 98+90 TO 99+10 SOUTHBOUND DIAGONAL ON RAMP "FM" 98+37°469 TO 99+100000 FOR REDUCED PLANS ORIGINALI 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER n( -,N FT I C —\ �F)Un1 117CT Ca 1 t ra DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 } Z ! �7QRpFEssI�N REGISTERS CIVIL ENGINEER �o q� MICHELE JOHNSON No- C 69116 PLANS APPROVAL DATE � 06/30/08 The State of California or its officers or xp- agents shall not be responsible for the accuracy J>CIVIL or completeness of electronic copies of this plan ATFp��l sheet. OF CALIF Caltrans now has a web site! To get to the web site, go to. http://www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 c 02 7`I /� <_ %� �°`i Cil X FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET X-1 o) O 0 U) o� W� ALL DIMENSIONS ARE IN ° METERS UNLESS OTHERWISE SHOWN ,o N TYPICAL CROSS SECTIONS `Q 0 NO SCALE � o LL; o X-3 Cr C:) Vo 0 m W F— p QW W �z Y �U U J to W QW = U0 U F- 0 CD W V) r o W X--- 0 uo F-1 W / > �— W a � o x o W iso �n �- o 0 � 0 0 ~ O � Q m W F— p QW W �z Y �U U J to W QW = U0 U x I 0 I -- 7Z w M LL) --A Sim r� I C 0 w F- V) V) HPXj "A" LINE 194 ROUTE 99 195 "FM" LINE 99 97 98 196 197 198 199 L-2 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 ( USERNAME => $USER SCALE IS IN MILLIMETERS I I I ( I I nr,Ni F r i �7 => 4,RPni iPc-r -It!, ►�Q5 Cn C ti -A oo/r�r7 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No ;SHEETS 06 Ker 99 33°5/34°0 7i 9 69? Q SOF E S S IDN REGISTE E CIVIL ENGINEER MICHELE JOHNSON PL N APPROVAL DATE No. C 691 16 _ z The State of California or its officers or Xp.06i30i0$ agents shall not be responsible for the accuracys`. CIVIL ti or completeness of electronic copies of this plan 9rF OF CALIV00 sheet. Caltrans now has a web site! To get to the web site, go to. http://www.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 F- Q r X--- 0 z / W Q o z 0 ~ cn Q W x I 0 I -- 7Z w M LL) --A Sim r� I C 0 w F- V) V) HPXj "A" LINE 194 ROUTE 99 195 "FM" LINE 99 97 98 196 197 198 199 L-2 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 ( USERNAME => $USER SCALE IS IN MILLIMETERS I I I ( I I nr,Ni F r i �7 => 4,RPni iPc-r -It!, ►�Q5 Cn C ti -A oo/r�r7 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No ;SHEETS 06 Ker 99 33°5/34°0 7i 9 69? Q SOF E S S IDN REGISTE E CIVIL ENGINEER MICHELE JOHNSON PL N APPROVAL DATE No. C 691 16 _ z The State of California or its officers or Xp.06i30i0$ agents shall not be responsible for the accuracys`. CIVIL ti or completeness of electronic copies of this plan 9rF OF CALIV00 sheet. Caltrans now has a web site! To get to the web site, go to. http://www.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 201 v t"o`}�Ev`me d f, :J 3 f _tea ' e 066'7— N ML ` 02'f 1 PC€rn't lhlo. C, n ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN :4 WM �vj• � CU 0625 NO SCALE 4 INDEX K-1 c FA 428101 v / 201 v t"o`}�Ev`me d f, :J 3 f _tea ' e 066'7— N ML ` 02'f 1 PC€rn't lhlo. C, n ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN :4 WM �vj• � CU 0625 NO SCALE 4 INDEX K-1 c FA 428101 FOR COMPLETE R/W AND ACCU�ATE ACCESS DATA, SEE R/W RECQRD MAPS AT DI TRICT OFFICE. NOTE: x 1. COORDINATES, BE RINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE -5 GRID MET IC. TO OBTAIN GROUND DISTANCES - iMULTIPLY GRID DISTANCES BY 1.00004095. x ­ � ,. - I 'L V� 0v" � , - " i i I I 11 i , � 0 ' i 'r U � �i � ; I ' ' ' I 1� ' � , � h I I ��111_1" I �"'/ I I -----I I - L I 1 - I " I -�� i � 11 - _'. L t t . i I 11 '�', ­ i . ­ i 11 i F I I I -, i , 1 0 � i ' ' ' t I ,"� . i" ! ­`\ I *' i I �"' � � -� I 1 i\ � k � ' N \ \ I L u' `0- I � , e.'f �j � i 1, , -1 - � I I � � IT i - , ' i I � I i , - I � ; !). I `� j . ,,- 1 /' I . I 0� fl ),Ai " i � �11 --q � , I _� " , , I i i A" , �. r!'- 11 f-11 I ;1�_ i , , - � i -� I- I ) ) ' t . � j iA ill i I '� _1 il \ � k L4A � �' i; i, j�--' I : ` i - . " 4 , " "" c I i i I , � � , 1, I i I I . i � � 1�1 �" 111 I � '� '\ t �-141'�­"i ' 2 � ' ' I I � . ;' 1 "I'l-l" t --- 7 � - J � r , �' v! ' ' ' '' ' ' ' " ' " ' 11 I ' � ii- ` / 1111'� I , � 11 I I It I/ I .1 ` I I I I I � I I � � \ � , � " , -, I � , i , ' , � , ' ' � i ' ' ' -, --, ` ,A , , �' �' ' ' ' I I � i � I `__'�� \ � � I , I , - - i � \ � � f, , - � 1 i -) 11, V, ,\--,\- I I - I �� ), - _� ,:I t'�"_- I , i�'Z t, I ,---,--- � " -- LL 1 -7-777 ---------'' - _'." I, It � ii , ' - - -1-, - - '�� ,,, �," ----. --------- '___ '\ " I � � � _� I '•i ll _� "\ i k . % I __ - , I i \ \ � ��� ------ - �_____ ��L" _x / --- , I ----- - " ---- __'_________'_ --- - � ---,-- --- ---.--�-�:"\��,\,\\,\",L�\,�:\ / �' � �\ 1, � 1� -_ I ' i -- _ - " i- 1, 1, I I t_ - --- I �� � k � � , , Ik " " � 'i, I 1, � b ______-'------------- , � I -, " ____' 11 I i , _ - � , � - ----- ----- --- , Ii � � I '\ �j��. � I - ' i - " ; 711� 1. -- I -4- I - -t 111) � t II - ' ' -, _____'__. " � - " __ � ----- , t�' --- - i\ I I 1. ", � , - - ­ '. I � tf �—_ ---- --------------,-,— +.-.I I `' , ' N----- "-}\ ------- rte, 1-7 --- - - i I , II k � � 1'��' � � . � , 1 � , � it 11 T � i , % 1 k � 1 7 I 1 t � t � '- i i " " ii ' , , 1 I I , � -- ­ - � \ I I , 1 - - " " , ` ­ \l'- G, — - __ _�__ - " ' _17 �_' I � - - ' _'____' - �/'�11111��' I � , i I ' ' "I i \ 'I " ­_ - __ ;' I , : � � !�' 1 �. i " ; V111 11 �i , , � 1 � , __ - --- 4--, " � , �� . ' ' - - - I , , ill I , --- - - ---.--- I / - Z'-1 - - - � L - __ , , "I L "t ) i I t ' ' ", 1i I '------ ,---.-,-- � , � i -, ­:-­ - - � - - , , if - - -, - __ ___ --- - ___ - " , A I , I '� I � j � . t , - I , I , ' - 77777777f(l - �,_ _­ __ ___ _" " , � I " " - ---- -: - - -- __._______ __- - , .11 I � i \ ___: - ---__ - ____1 r - - --- __ '� I - / ..,.3, (�' i , ___ -1 - � �' ' �' - - _'_' - _� � JN I - __ - __ - __ ____ ____' __ � i -A 1 . I -_; I - , � I - 11 11tuxalff END ANCHOR ASSEMBLY PERMANENT FOOTING EASEMENT TEMPORARY CONSTRUCTION EASEMENT MINOR Conc (TEXTURED PAVING) OBLITERATE SURFACING PAVEMENT STRUCTURAL SECTION SEE SHEET X-1 TEMPORARY FENCE (TYPE ESA) ; I -�-" � � I ,!I i , � i I , I " i ; - � J_ i I 1 -4.11') 1 i 1 1 I � i i .1 - I I i 'i"__ I f" 1 I �f I I � il C" 1 ; i i ! - 1 � i I __ , 1 " ! � f 11::�� 1 (4 i 1, . ____ � - . � � i -11 i I , , , i , z _1/ � �_j - -_ �Y I I i -A I ' 11 I ' , � 'j, i____1_11._ i 1 -1, ­­­:�r- -��- __ " � - --i--a 1, 11 I- - 1)j --- --- t� !' , � ' , I � 1� I- 14'_�" .), __` ; ! 11 �7111 -_ ' : I .- I i '�' , I/ i '. \ Co I - - (7, _1 I 11 -- I i-. 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Or) . -- ':l 7_ ' - _ � �!- � - - �t�____�__'_ - t — - I � j! � Y _' T .��__ Z--��l - - ----- � _'�__'__ 11 t I -- it -- Z - � r" ___L -----,4 - -1 I , I , - � I----- ­F7__7_�,_) ___7- i , , �_/ / \7 -­ , --.-- - __" '= , � ' z I �/ I - �' F � .. i - - I , , ----.------ --.--T------T---- __T_ , - - I'll ___ � '________.i"'________ -,--- ----- ------T---- i� '/� tl�"_ � '�;" .'- Z' - I " 1 I 1 i �';;-� ,-------1- , I i � � I I _� I . - C t -1 - (D� -1 - \ S0`u /// " ' 11 I ! , ,, , - - — I I " / ! ,I M I "' ___­ - I ! , I It it — i I � i 1 ! 1; i I , ,I i (I'l _L t iii-, - II � � 1 / _ , I , i - I i I i r' - vi I i � , 1 : it /11 1 , " , __ ; I ill , ' i I i-L-�­4 --- a I - I � - � !\11 C1j____._ ,,,I ----- -1 -', I i"i ___ ,, , _____;��' ", /_'_ i1_____ --" il�' �'--__'_77 C" ­­ �� - ___ 1,j n >_ bi U) M #__4 > 0 ui ui � 0 P" 0 ui > i_ bi < � n uJ U-) U-) F_ C:> p, 1-1 �< CD I-, CD > V) _0 -3 (-D :2 n I'll >_ z C) (n >- LLJ CD F- r) < L 0 JZ Ld :D cq �� (-) ,_4 C) I to LLJ < LLJ = Up C) ­ � ,. - I 'L V� 0v" � , - " i i I I 11 i , � 0 ' i 'r U � �i � ; I ' ' ' I 1� ' � , � h I I ��111_1" I �"'/ I I -----I I - L I 1 - I " I -�� i � 11 - _'. L t t . i I 11 '�', ­ i . ­ i 11 i F I I I -, i , 1 0 � i ' ' ' t I ,"� . i" ! ­`\ I *' i I �"' � � -� I 1 i\ � k � ' N \ \ I L u' `0- I � , e.'f �j � i 1, , -1 - � I I � � IT i - , ' i I � I i , - I � ; !). I `� j . ,,- 1 /' I . I 0� fl ),Ai " i � �11 --q � , I _� " , , I i i A" , �. r!'- 11 f-11 I ;1�_ i , , - � i -� I- I ) ) ' t . � j iA ill i I '� _1 il \ � k L4A � �' i; i, j�--' I : ` i - . " 4 , " "" c I i i I , � � , 1, I i I I . i � � 1�1 �" 111 I � '� '\ t �-141'�­"i ' 2 � ' ' I I � . ;' 1 "I'l-l" t --- 7 � - J � r , �' v! ' ' ' '' ' ' ' " ' " ' 11 I ' � ii- ` / 1111'� I , � 11 I I It I/ I .1 ` I I I I I � I I � � \ � , � " , -, I � , i , ' , � , ' ' � i ' ' ' -, --, ` ,A , , �' �' ' ' ' I I � i � I `__'�� \ � � I , I , - - i � \ � � f, , - � 1 i -) 11, V, ,\--,\- I I - I �� ), - _� ,:I t'�"_- I , i�'Z t, I ,---,--- � " -- LL 1 -7-777 ---------'' - _'." I, It � ii , ' - - -1-, - - '�� ,,, �," ----. --------- '___ '\ " I � � � _� I '•i ll _� "\ i k . % I __ - , I i \ \ � ��� ------ - �_____ ��L" _x / --- , I ----- - " ---- __'_________'_ --- - � ---,-- --- ---.--�-�:"\��,\,\\,\",L�\,�:\ / �' � �\ 1, � 1� -_ I ' i -- _ - " i- 1, 1, I I t_ - --- I �� � k � � , , Ik " " � 'i, I 1, � b ______-'------------- , � I -, " ____' 11 I i , _ - � , � - ----- ----- --- , Ii � � I '\ �j��. � I - ' i - " ; 711� 1. -- I -4- I - -t 111) � t II - ' ' -, _____'__. " � - " __ � ----- , t�' --- - i\ I I 1. ", � , - - ­ '. I � tf �—_ ---- --------------,-,— +.-.I I `' , ' N----- "-}\ ------- rte, 1-7 --- - - i I , II k � � 1'��' � � . � , 1 � , � it 11 T � i , % 1 k � 1 7 I 1 t � t � '- i i " " ii ' , , 1 I I , � -- ­ - � \ I I , 1 - - " " , ` ­ \l'- G, — - __ _�__ - " ' _17 �_' I � - - ' _'____' - �/'�11111��' I � , i I ' ' "I i \ 'I " ­_ - __ ;' I , : � � !�' 1 �. i " ; V111 11 �i , , � 1 � , __ - --- 4--, " � , �� . 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I -_; I - , � I - 11 11tuxalff END ANCHOR ASSEMBLY PERMANENT FOOTING EASEMENT TEMPORARY CONSTRUCTION EASEMENT MINOR Conc (TEXTURED PAVING) OBLITERATE SURFACING PAVEMENT STRUCTURAL SECTION SEE SHEET X-1 TEMPORARY FENCE (TYPE ESA) ; I -�-" � � I ,!I i , � i I , I " i ; - � J_ i I 1 -4.11') 1 i 1 1 I � i i .1 - I I i 'i"__ I f" 1 I �f I I � il C" 1 ; i i ! - 1 � i I __ , 1 " ! � f 11::�� 1 (4 i 1, . ____ � - . � � i -11 i I , , , i , z _1/ � �_j - -_ �Y I I i -A I ' 11 I ' , � 'j, i____1_11._ i 1 -1, ­­­:�r- -��- __ " � - --i--a 1, 11 I- - 1)j --- --- t� !' , � ' , I � 1� I- 14'_�" .), __` ; ! 11 �7111 -_ ' : I .- I i '�' , I/ i '. \ Co I - - (7, _1 I 11 -- I i-. I I I -I - - I- _­_'Z:�__ --- ___ I : . _�_' I ' ____ - _� - - ' t I . ; f " � . - -7 '7----------- _____ - � * j I \ I -(-Kr- ________ , - -- __ L _--------v -_ ____ -- --- I � 1 J, i I W ! -, \ , I- �'� -1 011 i -v __ ------- --.--- _-___ ______ _____ / � --- ___ --.- - ­­ - -­ if --- __ -11 -_1 __­_ ", il I - i i i t � . i , : I - _/1 , Z11 j I "I ; _�_1__i:___L:7 �__=_*___�� — � . 1 . i - '�\ I i I '-- - ______7___ f L 1 ! I -1 ! : i , i I -_ I-,-- ':� ,_ . 'i I i �' t 1 4 1 1 i I i I if "if , ���- '__ . ! 1 k ; C' I I r ! ; __--t� 1- " I I i 1 - i I I i . i i -- � 1 I � i I i - I i I 1 i 1 � I ; �_'; i : f �_v i �_ I 1 .------ - I i I . I � i fil i -I '_ .— I ---1--------�-- I 11 I ­ --- --- - - ____ __ - - � . : c i i � i,j _____ ------- ---.---.-- , , ::::;��______ -- T -, - I I I I i I! Or) . -- ':l 7_ ' - _ � �!- � - - �t�____�__'_ - t — - I � j! � Y _' T .��__ Z--��l - - ----- � _'�__'__ 11 t I -- it -- Z - � r" ___L -----,4 - -1 I , I , - � I----- ­F7__7_�,_) ___7- i , , �_/ / \7 -­ , --.-- - __" '= , � ' z I �/ I - �' F � .. i - - I , , ----.------ --.--T------T---- __T_ , - - I'll ___ � '________.i"'________ -,--- ----- ------T---- i� '/� tl�"_ � '�;" .'- Z' - I " 1 I 1 i �';;-� ,-------1- , I i � � I I _� I . - C t -1 - (D� -1 - \ S0`u /// " ' 11 I ! , ,, , - - — I I " / ! ,I M I "' ___­ - I ! , I It it — i I � i 1 ! 1; i I , ,I i (I'l _L t iii-, - II � � 1 / _ , I , i - I i I i r' - vi I i � , 1 : it /11 1 , " , __ ; I ill , ' i I i-L-�­4 --- a I - I � - � !\11 C1j____._ ,,,I ----- -1 -', I i"i ___ ,, , _____;��' ", /_'_ i1_____ --" il�' �'--__'_77 C" ­­ �� - ___ 1,j F_ T_ - , < a: 0= x--- P" 0 V) ___7 -11 cr W < > V) 0 r') z 0 P --- 4 > " ) < 0 ­ � ,. - I 'L V� 0v" � , - " i i I I 11 i , � 0 ' i 'r U � �i � ; I ' ' ' I 1� ' � , � h I I ��111_1" I �"'/ I I -----I I - L I 1 - I " I -�� i � 11 - _'. L t t . i I 11 '�', ­ i . ­ i 11 i F I I I -, i , 1 0 � i ' ' ' t I ,"� . i" ! ­`\ I *' i I �"' � � -� I 1 i\ � k � ' N \ \ I L u' `0- I � , e.'f �j � i 1, , -1 - � I I � � IT i - , ' i I � I i , - I � ; !). I `� j . ,,- 1 /' I . I 0� fl ),Ai " i � �11 --q � , I _� " , , I i i A" , �. r!'- 11 f-11 I ;1�_ i , , - � i -� I- I ) ) ' t . � j iA ill i I '� _1 il \ � k L4A � �' i; i, j�--' I : ` i - . " 4 , " "" c I i i I , � � , 1, I i I I . i � � 1�1 �" 111 I � '� '\ t �-141'�­"i ' 2 � ' ' I I � . ;' 1 "I'l-l" t --- 7 � - J � r , �' v! ' ' ' '' ' ' ' " ' " ' 11 I ' � ii- ` / 1111'� I , � 11 I I It I/ I .1 ` I I I I I � I I � � \ � , � " , -, I � , i , ' , � , ' ' � i ' ' ' -, --, ` ,A , , �' �' ' ' ' I I � i � I `__'�� \ � � I , I , - - i � \ � � f, , - � 1 i -) 11, V, ,\--,\- I I - I �� ), - _� ,:I t'�"_- I , i�'Z t, I ,---,--- � " -- LL 1 -7-777 ---------'' - _'." I, It � ii , ' - - -1-, - - '�� ,,, �," ----. --------- '___ '\ " I � � � _� I '•i ll _� "\ i k . % I __ - , I i \ \ � ��� ------ - �_____ ��L" _x / --- , I ----- - " ---- __'_________'_ --- - � ---,-- --- ---.--�-�:"\��,\,\\,\",L�\,�:\ / �' � �\ 1, � 1� -_ I ' i -- _ - " i- 1, 1, I I t_ - --- I �� � k � � , , Ik " " � 'i, I 1, � b ______-'------------- , � I -, " ____' 11 I i , _ - � , � - ----- ----- --- , Ii � � I '\ �j��. � I - ' i - " ; 711� 1. -- I -4- I - -t 111) � t II - ' ' -, _____'__. " � - " __ � ----- , t�' --- - i\ I I 1. ", � , - - ­ '. I � tf �—_ ---- --------------,-,— +.-.I I `' , ' N----- "-}\ ------- rte, 1-7 --- - - i I , II k � � 1'��' � � . � , 1 � , � it 11 T � i , % 1 k � 1 7 I 1 t � t � '- i i " " ii ' , , 1 I I , � -- ­ - � \ I I , 1 - - " " , ` ­ \l'- G, — - __ _�__ - " ' _17 �_' I � - - ' _'____' - �/'�11111��' I � , i I ' ' "I i \ 'I " ­_ - __ ;' I , : � � !�' 1 �. i " ; V111 11 �i , , � 1 � , __ - --- 4--, " � , �� . 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I -_; I - , � I - 11 11tuxalff END ANCHOR ASSEMBLY PERMANENT FOOTING EASEMENT TEMPORARY CONSTRUCTION EASEMENT MINOR Conc (TEXTURED PAVING) OBLITERATE SURFACING PAVEMENT STRUCTURAL SECTION SEE SHEET X-1 TEMPORARY FENCE (TYPE ESA) ; I -�-" � � I ,!I i , � i I , I " i ; - � J_ i I 1 -4.11') 1 i 1 1 I � i i .1 - I I i 'i"__ I f" 1 I �f I I � il C" 1 ; i i ! - 1 � i I __ , 1 " ! � f 11::�� 1 (4 i 1, . ____ � - . � � i -11 i I , , , i , z _1/ � �_j - -_ �Y I I i -A I ' 11 I ' , � 'j, i____1_11._ i 1 -1, ­­­:�r- -��- __ " � - --i--a 1, 11 I- - 1)j --- --- t� !' , � ' , I � 1� I- 14'_�" .), __` ; ! 11 �7111 -_ ' : I .- I i '�' , I/ i '. \ Co I - - (7, _1 I 11 -- I i-. I I I -I - - I- _­_'Z:�__ --- ___ I : . _�_' I ' ____ - _� - - ' t I . ; f " � . - -7 '7----------- _____ - � * j I \ I -(-Kr- ________ , - -- __ L _--------v -_ ____ -- --- I � 1 J, i I W ! -, \ , I- �'� -1 011 i -v __ ------- --.--- _-___ ______ _____ / � --- ___ --.- - ­­ - -­ if --- __ -11 -_1 __­_ ", il I - i i i t � . i , : I - _/1 , Z11 j I "I ; _�_1__i:___L:7 �__=_*___�� — � . 1 . i - '�\ I i I '-- - ______7___ f L 1 ! I -1 ! : i , i I -_ I-,-- ':� ,_ . 'i I i �' t 1 4 1 1 i I i I if "if , ���- '__ . ! 1 k ; C' I I r ! ; __--t� 1- " I I i 1 - i I I i . i i -- � 1 I � i I i - I i I 1 i 1 � I ; �_'; i : f �_v i �_ I 1 .------ - I i I . I � i fil i -I '_ .— I ---1--------�-- I 11 I ­ --- --- - - ____ __ - - � . : c i i � i,j _____ ------- ---.---.-- , , ::::;��______ -- T -, - I I I I i I! 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TO Get to the web site, go to. http://www.do.t.ca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 I4 �I i 1. /11 - - - 1 —_ , - "I '_ f ­ , I ,,I - ; r" - I I 11 i , , i 1-1) " a - __L_ , -1 I I - - Cu_Jit -1 I., _. : � "q 1� i i - i ' i't ! � ; 1, 01 ' h/ :� ,I "-,I 'I, ('j , - " -tI Ili '/ , � I '/ ui"I --_' - ___ ____ ----. __4 Q0 , - I , ------`-t7'----____ - ------- ( i , 11 I -_ I -1 . - ------- _7 - I -- __ �f_ __r_' , , - - . ____r I . , , - ---r;, --F-'­—T---z,- — ____ I - ' I �_-"------ ­ tl----- . .' _T" ' ' I ' z _. I __`1 - - I , , . - _1t4____ 1 � . Q': 23.-617 Lt CONFORM - ,�______' 7— - -1 I 11 . 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I . I 277- ___ __ � -------- - ----- ___---­�- 4-- ----- ___ I - R/W . FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I I f)('NI P T I P - '> �PPOI IF CT _-1--- F i : . � 4 ; : obol_PfAC-02'�9 f I � � ,Ucar;!�,M,arlt �­t"t -t­­_­'._.'.'-i_1 I � i ' I ,I - , ­_ . x/ -43W ­ ­ - I_--_-1 -, I ! i r_1 �2 A.� I co \11�1a _ '��' _'C�' MJ 0 0 +_ Jc I r- +_ r") 0 *' () - c — .r u� I 0 00 I 0 00 cli r'(1) ALL DIMENSIONS ARE IN D '� .. �- METERS UNLESS OTHERWISE SHOWN a- N LAYOUT SCALE 1500 EA 4281 01 x x -0 FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 0 COUNTY LA (f) CD < TOTAL SHEETS rO 6 C) Ld LIJ V) ir`7 cr) LLI V) 2O Ld � 0 LLJ Lr) Lr) p p 1_� < C:) 1-1 (Z) > V) 0 0 z LJ m LLJ CD F- C) < LLJ 1 Z LjJ :D (D v C),_-4 C) _j (n Ld LLJ -E (_)o U -0 FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. F- COUNTY ROUTE KILOMETER POST TOTAL PROJECT < TOTAL SHEETS rO 6 Ker 99 33.5/34.0 x--_ ir`7 cr) q 07S S 10 I'V4,1 REGISTE(I�E CIVIL ENGINEER MICHELE JOHNSON M PLANS APPROVAL DATE U_ No. Q 69116M xP 06/30/08 The State of California or its officers or it agents shall not be responsible for the accuracy 5> CIVIL or completeness of electronic copies of this plan 9TF OF CALIV sheet. V) 2O CITY OF BAKERSFIELD z 1501 TRUXTUN AVENUE W .701913.720 _—Y Lj < > V) 0 z > < W 0 -0 FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. P j % CONFORM C �"B (TYPE /AI I Jul if if f 4 0 0 f it qo DIST� COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEETI No TOTAL SHEETS rO 6 Ker 99 33.5/34.0 20 52'05" ir`7 etric q 07S S 10 I'V4,1 REGISTE(I�E CIVIL ENGINEER MICHELE JOHNSON M PLANS APPROVAL DATE U_ No. Q 69116M xP 06/30/08 The State of California or its officers or it agents shall not be responsible for the accuracy 5> CIVIL or completeness of electronic copies of this plan 9TF OF CALIV sheet. 4. 2O CITY OF BAKERSFIELD 72032`17" 1501 TRUXTUN AVENUE 239.279 .701913.720 _—Y -j" if 4 S"D D f P j % CONFORM C �"B (TYPE /AI I Jul if if f 4 0 0 f it qo 4 _j 7� LL/' cr, ; (� I ; f I / / "') 1, Re, I 11 (P JN BAKERSFIELD, CA 93301 11 / if 6�16�vvR t / E ul j J T Y LIN INTERNATIONAL CCS PFE -t5�35 BC - ---- 47 2010 CROW CANYON PLACE, SUITE 350 4"W ",7 SAN RAMON, CA 94583 + 8,!10 6 9" +1 8.08 _66.,00 0 Lt INFILTRATION DIT If i �7 BEGIN P 0 S TEND MEGRtND_ _U ALTER AT V_E /IN -LIN -R T R NAL/-SYSTE +40.9 8 60 Lt 98+,,5.709-, (TYP 4. D C �END�4 G" KE (TYPE DLKE E C) AC DtKE _N_S­ -T,R 4N S 1"T 104 1 t T A ItION 0 BEGI AC - KE�7(TYPE C B T Y Pjg,' TO AC D I r\ -E,,, (T Y -P E E, - /W' z f G! i - _4 e ------- N6. 1 T===== �7 ---- ---- ---------- F0) t I -0 DID W o Ni X39 45'W - — Tc --Q, v LC) MSG R ROUTE -7 \fi 0 1 1 1 1 ....,}.x.._0.1 _7 0- 20- A—, w LIJ U) Ld LLI 11 M11 96 65.633 P(D(T V)'u, r .9 O.: --,L T "A" 06+65.633/"' :C0 ------------ Z, ik 'V i Al R Ww, }jf� `v't i1 x0 if 6 r 1 j1,{ T_ L V� 0 Ali _L _J L CURVE DATA ---R =0. 3- --+37.469 BC +97.&54 CON F CORM EGIN­ CURB 24.1 2&� Lt -F--N D C U R B --- (TYPE, B4) t T . .................. 6 I V 11", T.- Ljj V) -S—EGIN 00 CUR -B (TYP_&4) V) L M� Q) 00 -z' -n7 C - - -------- 4 0- :,, /> f J! % co fJ 4 'X x IT 7-� ZL z Z7 , X d - ----- KI c! fp NO DIST� COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEETI No TOTAL SHEETS rO 6 Ker 99 33.5/34.0 20 52'05" ir`7 etric q 07S S 10 I'V4,1 REGISTE(I�E CIVIL ENGINEER MICHELE JOHNSON M PLANS APPROVAL DATE U_ No. Q 69116M xP 06/30/08 The State of California or its officers or it agents shall not be responsible for the accuracy 5> CIVIL or completeness of electronic copies of this plan 9TF OF CALIV sheet. Caltrans now has G web site! To get to the web site, go to. http://www.dct.co.gov 2O CITY OF BAKERSFIELD 72032`17" 1501 TRUXTUN AVENUE 4 _j 7� LL/' cr, ; (� I ; f I / / "') 1, Re, I 11 (P JN BAKERSFIELD, CA 93301 11 / if 6�16�vvR t / E ul j J T Y LIN INTERNATIONAL CCS PFE -t5�35 BC - ---- 47 2010 CROW CANYON PLACE, SUITE 350 4"W ",7 SAN RAMON, CA 94583 + 8,!10 6 9" +1 8.08 _66.,00 0 Lt INFILTRATION DIT If i �7 BEGIN P 0 S TEND MEGRtND_ _U ALTER AT V_E /IN -LIN -R T R NAL/-SYSTE +40.9 8 60 Lt 98+,,5.709-, (TYP 4. D C �END�4 G" KE (TYPE DLKE E C) AC DtKE _N_S­ -T,R 4N S 1"T 104 1 t T A ItION 0 BEGI AC - KE�7(TYPE C B T Y Pjg,' TO AC D I r\ -E,,, (T Y -P E E, - /W' z f G! i - _4 e ------- N6. 1 T===== �7 ---- ---- ---------- F0) t I -0 DID W o Ni X39 45'W - — Tc --Q, v LC) MSG R ROUTE -7 \fi 0 1 1 1 1 ....,}.x.._0.1 _7 0- 20- A—, w LIJ U) Ld LLI 11 M11 96 65.633 P(D(T V)'u, r .9 O.: --,L T "A" 06+65.633/"' :C0 ------------ Z, ik 'V i Al R Ww, }jf� `v't i1 x0 if 6 r 1 j1,{ T_ L V� 0 Ali _L _J L CURVE DATA ---R =0. 3- --+37.469 BC +97.&54 CON F CORM EGIN­ CURB 24.1 2&� Lt -F--N D C U R B --- (TYPE, B4) t T . .................. 6 I V 11", T.- Ljj V) -S—EGIN 00 CUR -B (TYP_&4) V) L M� Q) 00 -z' -n7 C - - -------- 4 0- :,, /> f J! % co fJ 4 'X x IT 7-� ZL z Z7 , X d - ----- KI c! fp NO R I A(y' N Ac 05ZT4 A T L RADIUS POINT N E (D 1000.000 20 52'05" 25.033 50.056 701665.861 1904834.101 2O 189.000 72032`17" 138.677 239.279 .701913.720 11905606.955 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I i I n(N F I I F => �RFOI IP�T FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET L-1 c0 C C\j, ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 06257 LAYOUT SCALE 1:500 EA 428101 LLj Lid LL C z0 0: L-2 w0 �0 �, Q0 0 _j 0 I A(y' N Ac 05ZT4 C: 111' f7 ;,W7 O -C FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET L-1 c0 C C\j, ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 06257 LAYOUT SCALE 1:500 EA 428101 LLj Lid LL C z0 0: L-2 w0 �0 �, Q0 0 _j 0 *m �m FOR COMPLETE R/W AND ACCURA E ACCESS DATA, SEE R/W RECORD MAPS AT DIST ICT OFFICE. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL . - TOTAL PROJECT No SHEETS " / , / I t I / . / � i 11 11 " ", "i" \7 '� k . 7 1 11 k i / I � '. ,,� � 0 0 : I ,/ I � \ � " � `I\ \ " \ k i33,5/34.0 1 to (O I i ./ / ,/", ! , I � , � I / / I y 11 \ I , � )" i \ 11 I , . I , / , /// i '10,A, 'I- "t �\ \ _� I � \ 99 ; I 1 �1, -1 I - 1.1 / _// I - L: it- -! � , ' � !,'I - Z- �_ , t - K - -�,! ,� ` " I i -1, 4_� -1 ,_ 1 , ,-, I /�, i . . f ',I 1 _� . 9.6 Il .04 I'll 14..4 3'� 1 'I 4 �. I 5 � _� ,I 4,� 45 'C, ", - - � I , , - I � r;-! i-4 /I '� ,� - "� � `i \ . -11 It 4 1 , i /I , A-11 / 11 I , D ,/ , . ...... I I , - I ,A , / 11 , , I r / z I . / , - v I \ 11k. I etric N _�Q,C,�.,j 1D E S SIO I // " / , '? ?,(� � _: __, , / , , / , I � "' � � I 4�d _�_ , ­ / i __,_ - - --i � \ _1� =. "-Y // / 11 / / I , I �_,_� ��, - I �, t / I / - // / N " � , " /l / / - , , N " � \ \ ,� , �� � ,�, I D CIVIL ENGINEER � / I Z� " " -0,, -, I i �� -,/, / // " , )/ lil , � �, 1�_ / I 11 � �,� � N . � / zl -, , ,,�,�� ,:11_11 (11 11 13,,9- i I 11 It 4 r� �,, Z 141, . , 0 � 114.48 , , 14 ; / I - i z i � / -, I " �, , - . ii� � �, ? / " - - , 1 - / � '/ 1 _,41 �,/ I -, "' t;,�( I,/ � , I " �, , I 111 3.89 1 38 - 1!� 1, i 4 � -, 1� 1 I 4 . 46 ,/1 - I � I �. " - ', .,, . )'_, / ,, , � I , � ,1 I " \ , , -,i t � ,I, I- . ') I . t _ _ 11 / _/ I I \ � � ��, , 0 _ "I / I)/ / ­_ I I 1, // ,,- 11 ", k ii� , I 11 k A 0 MICHELE JOHNSON _ 1. t " t,- ) � ,,, 11 !I � _ ... . Z I I/ / ,/ ,/ "\ ' ,� �' " � , !I � - � - , Jr 0 " � " \ 'A ,t'; �`* '� ' ", � , � , , I '� 11 I -4c;:� 11 �)i t Ld N.. Q 6 91 1 rO M ��� / /I 'X // ,_1'y kt � t,' \ 11, f, 1) I I PLANSAPPROVAL DATE cr_ -0 , // / I � % U \ � i 1, � - , ,,, ,\ , \ It, `-, ' / /11 I "ll/ ' 11 z 3 � 4 -� � OiA 'I ", -� . 8 7 1 8 i \ `f;' i, " � Ii I , , ' " I , "'N , xP. - i , y � I t , , ,, I \�� � -3 � 1'r 4 . 43 1 ' 1 1. 4 '.", 8\t \ ,I \ , , - - 1 1 'k 0) " 4 k, I I 1, '­_ I � \ I I I ____ I , � - -1 - 1 �� " , �' 2 , � The State of California or Its officers or 06/30/08 Rl � /// � � " , I )i �I � " I . - - 9 _1 ­_ " /__ 11 / / , ,� ___-j ; �, 1(n , _. \ .\ \.. ,\, I \, it - "" " �4 � . - j ! , "/, 1 4 � 2� , 1 14 8 � . I V �k agents shall not be responsible for the accoracy , , ,� 1 Z4 -, �', _1�411 / t � ___ I � ", �_ , � � � \ , I CIV L : / / , / � I t " , I \ \ � 11 t 11 I/ -- __.- - t, � \ \ \ % \ 1� ,/ I __ __� � ' 1/1 A --- 7711 W i, � 11 . � V, t , � � , \ I \ ->4 % - / / , X, - I ­% i u, � X \ or completeness of electronic copies of this plan )�_ 'I- // 1, I/ "I, " " _-_ - - __ - __ __ - --_I__ \ � , I ' �� ,�, 'i `\ I \ � I \ '�\ 11 __1 6 " / / / / // �<, I � , - -_ - - I ­% I �� it . , I heet. OF CALIF '---, 1" I - -------- ­_ \ . I , ,�, '-,,� / , , // x x I - _-, ,---- i � ',� V�6� ,�& �"\\ � ,� � � \ \ 5 I v � V - -,--,- __ \ I I � t.. 1, I , , . \ � " \ , - , . ____ ------------ -P /_ I -1 - . A . � 1 , - �-t 11 4 , \,-Z\ . \ , " �., , -, f , / , I / -, - _-� --n __ �, _N_'� -,3.84, 1 , !-) " _0 14 _1 1, I � " I " I / / I / ,,Z'11�, 7'!: 7, k\ I � - "I � 11 W , I , - ZZ! _ I 14. - I I I'll , " f �� 11, " - - -i 1 o 1 4 _�-, - - , , Caltrans now has (i web site! TO Get to the web site, go to: http.://www.dot.cG.gov " I y - I , , '7��_ �� ----,. �, �I � I \ I I" _0 , , , , / . ///I, f. A - " --i:,, __ 11 4� ' - \11D, � 4 1� � ji, !;?.,y -, . r l - /� -1 I � - � � � I )�._ I �\ 'I " . , \ ��- , , �', -114,24 1 1 I,- I / / ", , ." 1, I -11 ,_ - 1_41 _ ;1 "O", \ 1� % i 1, \ I \ \ \ , / -, - __ , __11 - - �_, i � ) � i k " i" � 'i \ ,\ 11 D / , i" -- , - -_ - _ , , \ tI,i I, , , , I ,-?N- _� It ,//-., - r, /q, 6 I � . - ; / i I '_ - _ _­ I 11 ___ __ __ __ --- - � .1 A � \ \ 11 . 1 t, - , - ��._ ,_ ----I-- ---,____,1___ __­, \ I t \, � it \ \ I - , - I I I , --- , _� - , - I , I I - --- k Or , \ , " ­'. . - . � I , , �_ I - 11 --' , ,I \ . 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T I L RADIUS POINT N E ' ul 189.000 1 72032`17 11 1 138.677 -r [ 239.279 - 701 91 1905606.955 I � � These plans have be -t � P " _'� "�'� � 't I I C)6()-j_0"C, 027 LA 1 L �'�,'J, ________1__ t_ Encrcc',chment Permit . � , , 7 1 - , _�3 - 7" 61 �12C&6iit, , 11 � I FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET L-1 I I USERNAME => $USER n r't\l f:- T I F - � 4ZP F 0 1 1 F7 (Z T C 0) T) rr) 0 _j +_ -C ?: 1-1 W- + -,q- (1) -+-,q- (1) r:� (D -C - U) z r__ 0 W 0 0 I 0 E C\j 0 r"') D ALL DIMENSIONS E IN ' 11 U-) METERS UNLESS OTHERWISE L NI .. LAYOUT SCALE 1500 EA 428101 5 -rel ILI I " OL -3 � 0 U) < 0 1_� f,-' /C� ,5 --/ /":,,,- -- F4 x x FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER fl( N1 F 11 F _� 4'RF(11 I CT CU 06257 EA 428101 O CL s �� 4- C— a� � o a) �� �o O ,L O 0 N [� r� CL� w W F- a I� z O >o z O a O O ..____:...............:.......-___-_-:_-__-- ___-_-:_ ._ , : : + _ - . --_ ' --__ .____ __-_ -- ----- __-- : , , __-- - __-- KILOMETER POST SHEET TOTAL DIST COUNTY ROUTE TOT A'� PROJECT No SHEETS , + , , -----a.-... i - .,_.... - 06 Ker 99 33.5/34.0 �.�,� : : : ______:____<.,...+-______+_______�_,._._._e-___-_1__---_I________ , : _... __-- ___ __ ___ __ _____________________ ,_ _... : , + • + + + , ________________.. ..___. __.__ -;_ + : : , + ._ -_ _ __.---_+•___ ____ __ _____________________ : , + . . , : : , r + , ____________+___--__e._.._. t___-»-1..._.. a.____ __-_ _..._ __-. ___"_.__-x.._.___s__..-_________.._._.._:__..». _....__..1_----_s___--_:___-_-______._:_-__-_.t__-___i.____ .._---z_--___�-____ __-_ ____ __--.t_____ --_.-.,____ : : ,_ ._ __; ,_ ,_ ,_ -_-_ _-__ -.._ ____ ---_. _-_ __-_ _ _--_ ----_ -__ - ---. _-___ __. -- ____-- ---. ___ _ ._.___.__... . _ _ _ _ _ _ -;- _ -�- -. _ _ - _ -�_ _ _;_ _ _--- --- --__ -___ _ __ , : , + + +65.653 : BC: : +1 5 a 7 +4=7 e 585» :BC + r , 0 9 ; E C. a + + . -__ ---- --_ -_-_ --__ _... __-_ --__ __-- : : R=T000 m L+ R=:189: m Lt _ __ __-_ __-__s____-_t_.._. ...-__s>.__._:-._._. _._ .... __-__t...... 1...._.!_____» - '�/I J� l� 2 t) pF E S S "\ R IO ____ _ __.._ _____ _ ____ REGISTE CIVIL ENGINEER �� Q Nq� �y �� '� MICHELE JOHNSON !0 J 0 -- -- ---------- - ----- ---- ---- ' ---_ + -_-- ' __-_ ' __. ____ .__. _._- ' __._ __-. C 691 16 :. LL' No . PLANS APPROVAL DATE °G {z XP,06/30/08 +8 0 8 4 EC CIVIL - agentst shall not beoresponsible foor/ the accuracy S , ��P or com leteness of electronic co ies of this lon TF o Fps P P P F CA LI : s e : �? m z z} 1 2 + : : + 1 % 12 Caltrans now has a web site! To get to the web site, go to: http://www.dot.ca.gov _____-.1_______+------=------..»-_._.. ...4 __..___t.---_-I-----_J_ ___J_____.:-______t_-__-_t-_-___i•--_-_1-__---J-_____J--____:-_--_-_4____ = = _t^__ --_t._____1------1___»-_ J_______:__...._ __._.�.___, :+37.4$9 Rt ShId _ _.-_..J__ -_ _- -----_.-L------L--_---1---_-_d_.._-_^'------ ------_-t--_-_-1-_----1--_.__J----- ---- _--- --._ CITY OF BAKERSFIELD 8 _____________________'__-__-;_-____-,__.-_-,._-»__:--_-__;- . + + + + , + , , , + : _.__-._,__---_+_.._,._._r...__.-.,___..__r .-__.. ..«{._... _.Y,_ --__.i_ : , : : : : : ______________,_---._-+>-_--_-�._.-___t_._._.r_____-,__.___, , w_.__---+-.___-.._ ._. _r ............... ----: , I I ._.- .-_- _ ._.. --- _- --- , + ,.. __._: am&" +85.830 19.280 Rt BEGIN TAP ... ...... . 27 r 0 r) X--- 1-'� Ld V) RADIUS POINT CD z < 0 > V) 1 0 54'35" 0 LA 701913.720 VII, rr 14.600 V) > 5.312 V) Ld 0.--7 8!✓�"R t LLj 0 20.25 7 41 �8 J Ld 22.50 . . ... .... .. ..... ........ --- rr 0 X i a x LIJ Lr) Lr) C) am&" +85.830 19.280 Rt BEGIN TAP ... ...... . 27 r 0 r) X--- 1-'� Ld V) RADIUS POINT CD z < 0 > V) 1 0 54'35" 0 LA 701913.720 LLJ rr 14.600 V) > 5.312 V) Ld 0.--7 8!✓�"R t LLj 0 20.25 xp.06/30/ The State of Callfornio or its officers or Ld 22.50 . . ... .... .. ..... ........ --- rr 0 X 3.540 27.001 LIJ Lr) Lr) C) C> BAKERSFIELD, CA 93301 I--, (Z) I--, C) 0 0.0 SAN RAMON, CA 94583 0 J,! A 3.7 2 O -,-R t 0 CD Ld (TYPE;' Al -f1 sot __j LLJ Z Ldw .... U +71.980 EC JV) Ld LLI Rt C) am&" +85.830 19.280 Rt BEGIN TAP ... ...... . 27 r 0 77 X--- 1-'� CD RADIUS POINT V) z < 0 > V) 1 0 54'35" 0 6.75 701913.720 z -7 _7 14.600 +-7-3 i-3 1-a 1-, > 5.312 V) < 0.--7 8!✓�"R t LLj 0 20.25 am&" +85.830 19.280 Rt BEGIN TAP ... ...... . 27 TYPE 0, m BAY TAPER DISTAN FROM BEGINNING E OFFSET DISTANCE FROM BASELINE C RADIUS POINT 0 2.25 0 0.057 4.50 1 0 54'35" 0.225 6.75 701913.720 0.507 -7 _7 14.600 +-7-3 i-3 1-a 1-, 13.50 5.312 1.800 18.00 0.--7 8!✓�"R t 2.700 20.25 xp.06/30/ The State of Callfornio or its officers or 3.100 22.50 . . ... .... .. ..... ........ --- 3.380 24.75 sheet. 3.540 27.001 CITY OF BAKERSFIELD J 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL CCS R=1 0.0 SAN RAMON, CA 94583 J,! A 3.7 2 O -,-R t E NQ C UR B (TYPE;' Al -f1 sot __j . ...... .... +71.980 EC 19.289 Rt + 5.838 25.933 R f r it +61.981 BCR 29.377 Rt A ---BE-GIq 1SW & CURB am&" +85.830 19.280 Rt BEGIN TAP ... ...... . 27 TYPE 0, m BAY TAPER DISTAN FROM BEGINNING E OFFSET DISTANCE FROM BASELINE C RADIUS POINT 0 2.25 0 0.057 4.50 1 0 54'35" 0.225 6.75 701913.720 0.507 9.00 14.600 0.900 13.50 5.312 1.800 18.00 1905675.391 2.700 20.25 xp.06/30/ The State of Callfornio or its officers or 3.100 22.50 . . ... .... .. ..... ........ --- 3.380 24.75 sheet. 3.540 27.001 CITY OF BAKERSFIELD 1 3.600 L 1014 IF.1111 1W., CURVE DATA -Z" kv +94.13 8 11 10.27 L END R WALL 77 "FM" 101 +05.028 POT= 17.789 RT "W" 48+12"e1808 "FM" LINE L 4 4 1 4 Zt 100+86.864 EC1 L INE 1-7 C �SWR" 5+00`a 000 POT 28.067 Rt "W"8+51.262 B E GJ N CURB (TYPE,,., A 1 -1 50 ) C\j 4 Q0 Ln CONFORM (.0 1. STATIONS AND OFFSETS ARE GIVEN TO THE FACE OF CURB FOR CURB AND CURB RAMP CONSTRUCTION. 2. RADII ARE DIMENSIONED TO FACE OF CURB. 3. SEE LAYOUT SHEETS FOR ADDITIONAL NOTES ABREVIATIONS AND LEGEND. LEGEND: r -r% /-r/-% LIP ABBREVIATION: GB GRADE BREAK NO R=O. COUNTY I A T L RADIUS POINT N E 0 in /0 1 0 54'35" 3.232 6.463 701913.720 1905606.955 IpN 14.600 REGISTERED ) CIVIL ENGINEER 390 59'19 5.312 10.190 702110.690 1905675.391 50 16.1007 xp.06/30/ The State of Callfornio or its officers or 2001329 11 2.871 . . ... .... .. ..... ........ --- 702101.003 1905693.780 sheet. 4 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 3.7 2 O -,-R t E NQ C UR B (TYPE;' Al -f1 sot . ...... .... NO R COUNTY I A T L RADIUS POINT N E 0 193.92 /0 1 0 54'35" 3.232 6.463 701913.720 1905606.955 IpN 14.600 REGISTERED ) CIVIL ENGINEER 390 59'19 5.312 10.190 702110.690 1905675.391 50 16.1007 xp.06/30/ The State of Callfornio or its officers or 2001329 11 2.871 5.683 702101.003 1905693.780 121 -A- 4 R 5 DETAIL B CURB RAMP DATA No. DIST COUNTY I ROUTE KILOMETER POST TOTAL PROJECT SHEET No TOTAL SHEETS L06 Ker 99 33.5/34.0 /0 G (P etric!�`!`!IES 1l�7 -"�`?"A S G IpN REGISTERED ) CIVIL ENGINEER MICHELE JOHNSON\ M No. C 6911 71 PLANS APPROVAL DATE cr_ -D xp.06/30/ The State of Callfornio or its officers or agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this P/0 OF- CALIV sheet. Caltrans now has (i web site! To get to the web site, go to. http://www.eot.cG.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 CURB RAMP DATA No. STATION OFFSET CASE "W" 47+65.275 21.871 Rt A A "FM" 100+35.735 6.000 Lt C "FM" 100+35.735 1.200 Rt G 49 314 BEGLN REMOVE D-IKE- y +6-463 BC +3179 +24.830 BC END RE'MOVE DIKE N89° 23'`43"E-- ' ro9 513 EC '(TYPE > -"SW-R"--5-+34.-O5-4 --PO-T=----- 46.653 EC -7 3 13'i,3v plans have been approved f( FA 0 2 7�11 cic.ent Permit No. 4 on YIJ-4. CIC) 0 ALL DIMENSIONS ARE IN C METERS UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS LL.Q o ---r SCALE 1:200 C) L�lj (D cri C) F -- V) < 0 io FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS n r -'Ki E' T I U ctD Cni I E'C T �CU 06257 FA 428101 x ]IMME ----------- 4 7.7 +12.808 +10.000 1_8 ,_8 6 7 R t 114.189 Rt 4-.-3t 11 4-.1S CONFORM CONFORM o x x A fix, ° U O L \ x x Qi 0 x N � NN Cj Q� Y x <� I _C " x � GO \/N NN R x (0 x N N.\ N 1 01_1, "FM" LINE r C) Ld V) +90.6,00 j 00 z < 19.289 R4 1 91 R 4 00.000 0 0 wLLJ 1 .250 Rt Z r'r (1) > P__4 LLj > LIJ Ld x _Ljj_u-) Lf) CD C> < +61.981 29.377 Rt 0 C) 0 co w(D � r) < LLJ -;7 Ld (D I,/ U JV) Ld LLJ (-)o (-) ]IMME ----------- 4 7.7 +12.808 +10.000 1_8 ,_8 6 7 R t 114.189 Rt 4-.-3t 11 4-.1S CONFORM CONFORM o x x A fix, ° U O L \ x x Qi 0 x N � NN Cj Q� Y x <� I _C " x � GO \/N NN R x (0 x N N.\ N 1 01_1, "FM" LINE r +80.000 +90.6,00 j V) X W z < 19.289 R4 1 91 R 4 00.000 0 0 -9,A 11 3F!" 62 8 1 .250 Rt Z 0 0-4 > V) < W 0 LIJ ]IMME ----------- 4 7.7 +12.808 +10.000 1_8 ,_8 6 7 R t 114.189 Rt 4-.-3t 11 4-.1S CONFORM CONFORM o x x A fix, ° U O L \ x x Qi 0 x N � NN Cj Q� Y x <� I _C " x � GO \/N NN R x (0 x N N.\ N 1 01_1, "FM" LINE E) EW) .......... +10.000 -1. 22.793 Rt I i 4 114.052 412. 8 0 8 1i 9.033 Rt " ,114.18 t s 1CONFORM . PAVEMENT Elev "W" 47+60 TO 48+40 c) OV/ (C (C) 40 A A A b Z4 Cb* 10 C) cV Cb 1A, Cb (b Q) 4-) C> _j SWR C> x (j) 0 0 ov Cu C> 4) 'cb LLJ F_ CL_ LLJ DETAIL C C:> C> x •�LLJ FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET C-1 4136% ABBREVIATION: GB GRADE BRE LEGEND: r- r% / _r t_1 LIP NOTES: 1° PAVEMENT ELEVATIONS ARE AT'EVEN 20 METER STATIONS INTERVALS EITHER ON MAINLINE CONTROL LINE OR ADJACENT RAMPS CONTROL LINE, UNLESS NOTED OTHERWISE. 2. PAVEMENT ELEVATIONS FOR ALL CURBS ARE AT THE FLOWLINE UNLESS OTHERWISE SHOWN. SEE LEGEND THIS SHEET. 3. SEE LAYOUT SHEETS FOR ADDITIONAL NOTES, ABBREVIATIONS AND LEGEND. TEXTURED PAVING SEE SHEET C-4 FOR DETAIL 1.5 F: -------------- .:-� 2.00% T, n V00 n- 1MM PCC SECTION A -A NO SCALE Caltransffl"-� DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 ll CoA 07 F E S S Io1V4 REGISTE,�q CIVIL ENGINEER MICHELE JOHNSON Fr, PLANS !APPROVAL DATE cr No. C 69116 x— rr 06/30/0 The State of California or Its officers or xp. agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan CALIF sheet. of Caltrans now has c web site! TO Get to the web site, go to. hffp://www.dot.ca,GOV CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 TEXTURED PAVING SEE SHEET C-4 FOR DETAIL 1.5 2.00%—` x-100 MM PCC SECTION -B-B ri-r, 1 1) ars have been approved fil?. 0400 —NMC 02�y NO SCALE ':C` Ment Permit No. ......... Qat �q_j� te '7 +63.2,60 49 +60'900 14.189 Rt 14.189 Rt 116.4 7, +84.823 116.31+ CONFORM 14.189 Rt. CONFORM /C4 - Rt/ 1 E 0� --- r_6� 5 2 0 'FORM N C� ZOCA-4 C5 Ci t I .,xti zt cb x Q) (b k I VN X �j x (0 x tx x x X/ V V.) Q) '01 x Q� x �0 ---------- — ----- GOOD -- GRADE BREAK\ --------- ---------- 1------------------- T tf itt 4 + _9 1,9. + 0 T�m ,2 (.9 8 1829-R+W�.000 ___1_ 1_8�438 1&�040 Rt 19. �'87 Rt ........ .... ............................ /11,7. 4 7 ± 1 17. 5 5 -ON FORM NN --- -- - ------------ SEE 17�789iRt 4 -0-0-00— D E T_ -A IL C' 7 19.74 1 7J89 IRt 115. 7 2 3BI -R i J -1 1!k). 19 7 G B /,"' I 4-.t' --- - -- - - - ---- ---- -- 116. +61.260 i + 80.000 - 82-3- 17.789 'Rt 9 A 1 9�51 R M115 1:16'1 4 GB 0 4 b 117. 3,/ 4/ 5 O 00 R/ PAVEMENT Elev W 48+40 TO 49+34 CONSTRUCTION DETAILS J~ 0 SCALE :200 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER 1 i SCALE IS IN MILLIMETERS I I I I I I I - IF) r.Nl FTI F — '> (t P F C) I I F I,- T ICU 06257 EA 428101 �4 1 > 0 "j C_2 _j 0 +80.000 +90.6,00 j 19.289 R4 1 91 R 4 00.000 0 113.510 -9,A 11 3F!" 62 8 1 .250 Rt 113.759 LIJ +61.981 29.377 Rt E) EW) .......... +10.000 -1. 22.793 Rt I i 4 114.052 412. 8 0 8 1i 9.033 Rt " ,114.18 t s 1CONFORM . PAVEMENT Elev "W" 47+60 TO 48+40 c) OV/ (C (C) 40 A A A b Z4 Cb* 10 C) cV Cb 1A, Cb (b Q) 4-) C> _j SWR C> x (j) 0 0 ov Cu C> 4) 'cb LLJ F_ CL_ LLJ DETAIL C C:> C> x •�LLJ FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET C-1 4136% ABBREVIATION: GB GRADE BRE LEGEND: r- r% / _r t_1 LIP NOTES: 1° PAVEMENT ELEVATIONS ARE AT'EVEN 20 METER STATIONS INTERVALS EITHER ON MAINLINE CONTROL LINE OR ADJACENT RAMPS CONTROL LINE, UNLESS NOTED OTHERWISE. 2. PAVEMENT ELEVATIONS FOR ALL CURBS ARE AT THE FLOWLINE UNLESS OTHERWISE SHOWN. SEE LEGEND THIS SHEET. 3. SEE LAYOUT SHEETS FOR ADDITIONAL NOTES, ABBREVIATIONS AND LEGEND. TEXTURED PAVING SEE SHEET C-4 FOR DETAIL 1.5 F: -------------- .:-� 2.00% T, n V00 n- 1MM PCC SECTION A -A NO SCALE Caltransffl"-� DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 ll CoA 07 F E S S Io1V4 REGISTE,�q CIVIL ENGINEER MICHELE JOHNSON Fr, PLANS !APPROVAL DATE cr No. C 69116 x— rr 06/30/0 The State of California or Its officers or xp. agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan CALIF sheet. of Caltrans now has c web site! TO Get to the web site, go to. hffp://www.dot.ca,GOV CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 TEXTURED PAVING SEE SHEET C-4 FOR DETAIL 1.5 2.00%—` x-100 MM PCC SECTION -B-B ri-r, 1 1) ars have been approved fil?. 0400 —NMC 02�y NO SCALE ':C` Ment Permit No. ......... Qat �q_j� te '7 +63.2,60 49 +60'900 14.189 Rt 14.189 Rt 116.4 7, +84.823 116.31+ CONFORM 14.189 Rt. CONFORM /C4 - Rt/ 1 E 0� --- r_6� 5 2 0 'FORM N C� ZOCA-4 C5 Ci t I .,xti zt cb x Q) (b k I VN X �j x (0 x tx x x X/ V V.) Q) '01 x Q� x �0 ---------- — ----- GOOD -- GRADE BREAK\ --------- ---------- 1------------------- T tf itt 4 + _9 1,9. + 0 T�m ,2 (.9 8 1829-R+W�.000 ___1_ 1_8�438 1&�040 Rt 19. �'87 Rt ........ .... ............................ /11,7. 4 7 ± 1 17. 5 5 -ON FORM NN --- -- - ------------ SEE 17�789iRt 4 -0-0-00— D E T_ -A IL C' 7 19.74 1 7J89 IRt 115. 7 2 3BI -R i J -1 1!k). 19 7 G B /,"' I 4-.t' --- - -- - - - ---- ---- -- 116. +61.260 i + 80.000 - 82-3- 17.789 'Rt 9 A 1 9�51 R M115 1:16'1 4 GB 0 4 b 117. 3,/ 4/ 5 O 00 R/ PAVEMENT Elev W 48+40 TO 49+34 CONSTRUCTION DETAILS J~ 0 SCALE :200 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER 1 i SCALE IS IN MILLIMETERS I I I I I I I - IF) r.Nl FTI F — '> (t P F C) I I F I,- T ICU 06257 EA 428101 �4 1 > 0 "j C_2 _j 0 x _, M =r z 0 J U Beg trani itior fin. DIKE TRANSITION FROM TYPE F TO TYPE C Begin trans i f or NO SCALE Im Type C) V I rmv k I y pt=: 1. I DIKE TRANSITION FROM TYPE C TO TYPE E NO SCALE )e E) * Dike transition to be paid for as the larger of the two dike sections. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS MAINTENANCE VEHICLE PULLOUT 200 mm AC (TYPE NO SCALE ES Vor 3.5 0.2 to 0.5 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEz-TS 06 Ker 99 33.5/34.0 12 to o 2-/Q a7 Q?,OFESSI0"V REGISTERE IVIL ENGINEER MICHELE JOHNSON Z d No. C 69116 PLANS APPROVAL DATE 06/30/08 / The State of California or its officers or xp' agents shall not be responsible for the accuracy or completeness of electronic copies of this plan 9TFOF CAL IV' sheet. Caltrans now has a web site! To get to the web site, go to. http://www.dot.ca,gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 0 20 40 60 80 1 1 1 1 1 1 1 1 1 SECTION A -A NO SCALE USERNAME=>$USER nr_ni FT i F -> tPF01 iFcT i "'Ja j' aJ ( n approved firr D2? -4 ;.. . i, Permit Na. E on 1 FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET C-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION CU 06257 SCALE 1:200 DETAILS C- 3 wW a L z 0 20 W0 J O 0 EA 428101/C�' 5 / �'1 0 } w `) m w o w cr w Ld a CC 0 wLr) Lr) Q o 0 C> 0 0 T— CD O om w m F- p Qw JZ w �0U Y U '-, JV) W QW = Up U =r z 0 J U Beg trani itior fin. DIKE TRANSITION FROM TYPE F TO TYPE C Begin trans i f or NO SCALE Im Type C) V I rmv k I y pt=: 1. I DIKE TRANSITION FROM TYPE C TO TYPE E NO SCALE )e E) * Dike transition to be paid for as the larger of the two dike sections. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS MAINTENANCE VEHICLE PULLOUT 200 mm AC (TYPE NO SCALE ES Vor 3.5 0.2 to 0.5 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEz-TS 06 Ker 99 33.5/34.0 12 to o 2-/Q a7 Q?,OFESSI0"V REGISTERE IVIL ENGINEER MICHELE JOHNSON Z d No. C 69116 PLANS APPROVAL DATE 06/30/08 / The State of California or its officers or xp' agents shall not be responsible for the accuracy or completeness of electronic copies of this plan 9TFOF CAL IV' sheet. Caltrans now has a web site! To get to the web site, go to. http://www.dot.ca,gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 0 20 40 60 80 1 1 1 1 1 1 1 1 1 SECTION A -A NO SCALE USERNAME=>$USER nr_ni FT i F -> tPF01 iFcT i "'Ja j' aJ ( n approved firr D2? -4 ;.. . i, Permit Na. E on 1 FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET C-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION CU 06257 SCALE 1:200 DETAILS C- 3 wW a L z 0 20 W0 J O 0 EA 428101/C�' 5 / �'1 X X AC OVERLAY COLD PLANE AC Pvmt 8 m TRANSVERSE CONFORM 0.6 m LONGITUDINAL CONFORM 30 mm AC (TYPE A) (SEE LAYOUT SHEETS) (� Z O Q F_/y L.L. O X °' N LL F_ II O z w C= 1. - W Q z O I I� U 75 mm MINOR Conc (TEXTURED PAVING) 150 mm AB ( CLASS 2 ) SECTION A -A NO SCALE I F_ 6 mm Q ---- --- ------ Exis ROUTE 99 Pvmt CD 30 mm COLD PLANE AC NOTE: TRANSVERSE CONFORM FOR CONFORM Pvmt PERPENDICULAR TO TRAVELED WAY. Z o M LONGITUDINAL CONFORM PARALLEL TO r vwi Q TRAVELED WAY. > cn 0 CONFORM DETAIL z n V) '-' > w �- NO SCALE w a H�/� a o Q W o ~Q 0 ro Q O M 0 0 WHITE LANE o m m ao STRUCTURAL uj SECTION RAMP I Z:Do STRUCTURAL u'_' SECTION JV) w 4jjl:�, Qw----- = U� U Z O Q F_/y L.L. O X °' N LL F_ II O z w C= 1. - W Q z O I I� U 75 mm MINOR Conc (TEXTURED PAVING) 150 mm AB ( CLASS 2 ) SECTION A -A NO SCALE I F_ Al Q ROUTE 99 x--- CD V) Z M i r Q > cn 0 o z n 0 F --i 'Vl H�/� V/ Q Ld 0 Z O Q F_/y L.L. O X °' N LL F_ II O z w C= 1. - W Q z O I I� U 75 mm MINOR Conc (TEXTURED PAVING) 150 mm AB ( CLASS 2 ) SECTION A -A NO SCALE I I Caltrans1" I SMALL SANDSTONE PATTERN MINOR Conc (TEXTURED PAVING) DETAIL NOTE: THE PATTERN SHALL BE APPROVED BY THE ENGINEER R-99 STRUCTURAL RAMP SECTION � STRUCTURAL SECTION T�r 75 mm MINOR Conc (TEXTURED PAVING) 150 mm CLASS 2 AB SECTION B -B NO SCALE Al ROUTE 99 i r _1 I Caltrans1" I SMALL SANDSTONE PATTERN MINOR Conc (TEXTURED PAVING) DETAIL NOTE: THE PATTERN SHALL BE APPROVED BY THE ENGINEER R-99 STRUCTURAL RAMP SECTION � STRUCTURAL SECTION T�r 75 mm MINOR Conc (TEXTURED PAVING) 150 mm CLASS 2 AB SECTION B -B NO SCALE HITE LANE/ RAMP GORE DETAIL NO SCALE r� f \\ `, jam' y • Q • • Q • 'fit Q -._.-- '".� � • • ROUTE 99 i r _1 u� n 'Vl i B HITE LANE/ RAMP GORE DETAIL NO SCALE r� f \\ `, jam' y • Q • • Q • 'fit Q -._.-- '".� � • • ROUTE 99 i r _1 u� 71�� HITE LANE/ RAMP GORE DETAIL NO SCALE r� f \\ `, jam' y • Q • • Q • 'fit Q -._.-- '".� � • • ROUTE 99/ RAMP GORE DETAIL NO SCALE FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I i I i I i I USERNAME _> FUSER n(;I\i F t i P" -> 4RP"ni iP7cT DIST COUNTY ROUTE KILOM`TER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33°5/34°0 !3 (90 ` 2 p�o F E S S to REGISTER CIVIL ENGINEER �o e Nq� D MICHELE JOHNSON No, C 69116 PLANS APPROVAL DATE cr_ 06/30/08 The State of California or Its officers or it xP' agents shall not be responsible for the accuracy s` CIVIL P or completeness of electronic copies of this pian OF of CALIF sheet. Caltrans now has a web site! To get to the web site, go to: http://www.dOt•co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 h av- been approved for 06,07 - �j MC —027L I it No. k --on a FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET C-1 O U 4- -C 3 / ( c9 4 f U) 00 ALL -DIMENSIONS ARE IN o METERS UNLESS OTHERWISE SHOWN N _ � N CONSTRUCTION DETAILS J LLC) NO SCALE o 0 I , C _ 4 u o w o, Qo M CU 06257 �EA4281 01 ,���� ROUTE 99 r _1 u� 71�� ROUTE 99/ RAMP GORE DETAIL NO SCALE FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I i I i I i I USERNAME _> FUSER n(;I\i F t i P" -> 4RP"ni iP7cT DIST COUNTY ROUTE KILOM`TER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33°5/34°0 !3 (90 ` 2 p�o F E S S to REGISTER CIVIL ENGINEER �o e Nq� D MICHELE JOHNSON No, C 69116 PLANS APPROVAL DATE cr_ 06/30/08 The State of California or Its officers or it xP' agents shall not be responsible for the accuracy s` CIVIL P or completeness of electronic copies of this pian OF of CALIF sheet. Caltrans now has a web site! To get to the web site, go to: http://www.dOt•co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 h av- been approved for 06,07 - �j MC —027L I it No. k --on a FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET C-1 O U 4- -C 3 / ( c9 4 f U) 00 ALL -DIMENSIONS ARE IN o METERS UNLESS OTHERWISE SHOWN N _ � N CONSTRUCTION DETAILS J LLC) NO SCALE o 0 I , C _ 4 u o w o, Qo M CU 06257 �EA4281 01 ,���� I I I LEGEND r I X �,-) T MPORARY DRAINAGE INLET PROTECTION I Z� T MPORARY FES/PIPE OUTLET PROTECTION [/ / /- / /] T - El. NOTES: 1. TEMPORARY EROSION CONTROL AREAS INCLUDE MULCH AND FIBER ROLL WITH 6 M SPACING PLACED ACCORDING TO STANDARD PLAN T56. I I etric A DIST COUNTY ROUTE KILOMETER POST PROJECT SHEET No TOTAL SHEETS — 06 Ker ITOTAL 99 33.5/34.0 !GI to (P I -W _ It b% 7 E S S I Q,?,c)F �V 41�MICHELE REGISTEREQ �IVIL ENGINEER o 1� t-1 / I 0 CIO� � JOHNSONz 1-4) C5 - w No. Q 6911 6 Fn M PLANS APPROVAL DATE �06/30/08 _-0 xP. The State of California or its officers or .0 * agents shall not be responsible for the accuracy ,> CIV I L or completeness of electronic copies of this plan 42�,, OFCAINv I sheet. I Caltrans now has G web site! 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' c; h I e -n "I P a, m� i i N f,,. - � " fl- � , --) I - Q ! ;: co I I I E 2 C 0 0 (:) '. / -, �111 C>< �, C, 1� ;!xI J�ffi .�-) --D ALL DIMENSIONS ARE IN I I-,' "-"-'*- �.-- ". ., - OTHERWISE SHOWN L- C\J Li w __j �- C) - < WATER POLLUTION CONTROL PLAN t� SCALE 1500 ZI 0 0 0 !L1 Ii U>j 1 0 a-! 0 i WPC -1 F-1 I (J')! <i i0 -1 0 ,- < - I , I , ? - C'' -;,I , FA 428101 /-; I X DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 I S t„o Lo ire ® c� `l 07 /v REGISTERED REGISTERED IVIL ENGINEER �O q< �2 MICHELE JOHNSON w No. C 69116 ' m r ter! / PLANS APPROVAL DATE � ) ---7j 06/30/08 1 ; -~ l ' ? = t l The State of California or its officers or t rr �7=t_� - CIVIL V I L lr t '� ,"� agents shall not be responsible for the accuracy s, P !Y� or completeness of electronic copies of this plan qTF pF CALIFp��� sheet. it Cal trans now has a web site! To get to the web site, go to; httpa//www,dotecaogov / CITY OF BAKERSFIELD 1 501 TRUXTUN AVENUE r _ � -' BAKERSF IELD, CA 93301 % y ; —*` J,. ' T Y LIN INTERNATIONAL , CC5, 2010 CROW CANYON PLACE SUITE 350 SAN RAMON, CA 94583 Y 4 C. _ .____'`•1 --_t_... _ - _. �#---.-..-..-._.-- l it -,� ' �` � ,,% . /._v {{ (14 - i w n ._t s co i( \ \ \ \ �\\ G --- _. _ 9 7 _—- - ROUTEIr - n- 0 ti �C., �,,,� �, �., v r Ori LINE (71 LLI Ljj - - - _ e r < r` b LLJ+ CID a _ _ W ---- -- -- -- rn - --- -- -- -- - - - --- - ' - - -- -� i -- - - - ; Ld (n - . 41,- ---- - - -.- _ v - - ---- -- — --- -- � - ------------ - -- ' —Z7 U _ ti — eg _ ti '! `, ji yt .__; � �_._ i �� Fi it i- I� ! R r / C`• '^;\. i' v1 ._TIt 1 �'f'i ff + � -;' �i 1 il 1 j} ,, 1`j'ft/ �. � \ ", \ \ i .r � l � --• pr J _ i i fir- I' il i! I i •1/ __ t +' l,tf 1 t }tl t/' i I I i 1 ` � // i . �\ `\, \',. \.\ . oV" � 1 t / i { i / -G_ '1 ,'1J -_., � ✓ ®d ,f -- , t i , J r \ ; 1 - �. •-,- O , i 1 u j + it CID �5,/' + ��- - �`` '- -l' � `• .. ,vim \ j � `�' � ! u \ \ � \k l v7 !I �C\ j' r � i � ,t Y \ i � _a t / , t/ 1 x' F Cl- """^_+..Fy.^ �• it J _ \y�1 A.\%\, A �� \\�, C.w �yC�.//./v/ �J t�`!/ _ .�' r kS�t�.t.�As'.tfi�t{,'s a.vrn, a�iu�r4� (� \ GJ -Y f gP 5 3 a 1 U '`\l\ �J Lh / V� +///!1'/n! '- I!_' j ��O — • l 01 1 5-1 00 0 io on J ALL DIMENSIONS ARE IN \ \ _ ��;!-% METERS UNLESS OTHERWISE SHOWN ` _N LJ \ J ------- --- \, WATER POLLUTION CONTROL PLAN L.C) SCALE 1:500 500 0 0 . o FOR NOTES ABBREVIATIONS > AND/OR LEGEND, SEE SHEET WPC -1 WP2 - v F C)j Q J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER � SCALE IS IN MILLIMETERS I 1 I I I nr,Iv PT I F => 5kRF01 IFCT �CU 06257 EA 428101 ! 0 Go W G > 0 LIJ X--- W fr (f)1-4 m ~�o Ld >F— w Q 0z r) X U I.J1.1 Ln Ln W L..I O (< 0 \ 0 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 I S t„o Lo ire ® c� `l 07 /v REGISTERED REGISTERED IVIL ENGINEER �O q< �2 MICHELE JOHNSON w No. C 69116 ' m r ter! / PLANS APPROVAL DATE � ) ---7j 06/30/08 1 ; -~ l ' ? = t l The State of California or its officers or t rr �7=t_� - CIVIL V I L lr t '� ,"� agents shall not be responsible for the accuracy s, P !Y� or completeness of electronic copies of this plan qTF pF CALIFp��� sheet. it Cal trans now has a web site! To get to the web site, go to; httpa//www,dotecaogov / CITY OF BAKERSFIELD 1 501 TRUXTUN AVENUE r _ � -' BAKERSF IELD, CA 93301 % y ; —*` J,. ' T Y LIN INTERNATIONAL , CC5, 2010 CROW CANYON PLACE SUITE 350 SAN RAMON, CA 94583 Y 4 C. _ .____'`•1 --_t_... _ - _. �#---.-..-..-._.-- l it -,� ' �` � ,,% . /._v {{ (14 - i w n ._t s co i( \ \ \ \ �\\ G --- _. _ 9 7 _—- - ROUTEIr - n- 0 ti �C., �,,,� �, �., v r Ori LINE (71 LLI Ljj - - - _ e r < r` b LLJ+ CID a _ _ W ---- -- -- -- rn - --- -- -- -- - - - --- - ' - - -- -� i -- - - - ; Ld (n - . 41,- ---- - - -.- _ v - - ---- -- — --- -- � - ------------ - -- ' —Z7 U _ ti — eg _ ti '! `, ji yt .__; � �_._ i �� Fi it i- I� ! R r / C`• '^;\. i' v1 ._TIt 1 �'f'i ff + � -;' �i 1 il 1 j} ,, 1`j'ft/ �. � \ ", \ \ i .r � l � --• pr J _ i i fir- I' il i! I i •1/ __ t +' l,tf 1 t }tl t/' i I I i 1 ` � // i . �\ `\, \',. \.\ . oV" � 1 t / i { i / -G_ '1 ,'1J -_., � ✓ ®d ,f -- , t i , J r \ ; 1 - �. •-,- O , i 1 u j + it CID �5,/' + ��- - �`` '- -l' � `• .. ,vim \ j � `�' � ! u \ \ � \k l v7 !I �C\ j' r � i � ,t Y \ i � _a t / , t/ 1 x' F Cl- """^_+..Fy.^ �• it J _ \y�1 A.\%\, A �� \\�, C.w �yC�.//./v/ �J t�`!/ _ .�' r kS�t�.t.�As'.tfi�t{,'s a.vrn, a�iu�r4� (� \ GJ -Y f gP 5 3 a 1 U '`\l\ �J Lh / V� +///!1'/n! '- I!_' j ��O — • l 01 1 5-1 00 0 io on J ALL DIMENSIONS ARE IN \ \ _ ��;!-% METERS UNLESS OTHERWISE SHOWN ` _N LJ \ J ------- --- \, WATER POLLUTION CONTROL PLAN L.C) SCALE 1:500 500 0 0 . o FOR NOTES ABBREVIATIONS > AND/OR LEGEND, SEE SHEET WPC -1 WP2 - v F C)j Q J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER � SCALE IS IN MILLIMETERS I 1 I I I nr,Iv PT I F => 5kRF01 IFCT �CU 06257 EA 428101 ! G Q X--- C) co 0 w m ~�o z QW Z LSI N U J v) W QW = UD U DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 I S t„o Lo ire ® c� `l 07 /v REGISTERED REGISTERED IVIL ENGINEER �O q< �2 MICHELE JOHNSON w No. C 69116 ' m r ter! / PLANS APPROVAL DATE � ) ---7j 06/30/08 1 ; -~ l ' ? = t l The State of California or its officers or t rr �7=t_� - CIVIL V I L lr t '� ,"� agents shall not be responsible for the accuracy s, P !Y� or completeness of electronic copies of this plan qTF pF CALIFp��� sheet. it Cal trans now has a web site! To get to the web site, go to; httpa//www,dotecaogov / CITY OF BAKERSFIELD 1 501 TRUXTUN AVENUE r _ � -' BAKERSF IELD, CA 93301 % y ; —*` J,. ' T Y LIN INTERNATIONAL , CC5, 2010 CROW CANYON PLACE SUITE 350 SAN RAMON, CA 94583 Y 4 C. _ .____'`•1 --_t_... _ - _. �#---.-..-..-._.-- l it -,� ' �` � ,,% . /._v {{ (14 - i w n ._t s co i( \ \ \ \ �\\ G --- _. _ 9 7 _—- - ROUTEIr - n- 0 ti �C., �,,,� �, �., v r Ori LINE (71 LLI Ljj - - - _ e r < r` b LLJ+ CID a _ _ W ---- -- -- -- rn - --- -- -- -- - - - --- - ' - - -- -� i -- - - - ; Ld (n - . 41,- ---- - - -.- _ v - - ---- -- — --- -- � - ------------ - -- ' —Z7 U _ ti — eg _ ti '! `, ji yt .__; � �_._ i �� Fi it i- I� ! R r / C`• '^;\. i' v1 ._TIt 1 �'f'i ff + � -;' �i 1 il 1 j} ,, 1`j'ft/ �. � \ ", \ \ i .r � l � --• pr J _ i i fir- I' il i! I i •1/ __ t +' l,tf 1 t }tl t/' i I I i 1 ` � // i . �\ `\, \',. \.\ . oV" � 1 t / i { i / -G_ '1 ,'1J -_., � ✓ ®d ,f -- , t i , J r \ ; 1 - �. •-,- O , i 1 u j + it CID �5,/' + ��- - �`` '- -l' � `• .. ,vim \ j � `�' � ! u \ \ � \k l v7 !I �C\ j' r � i � ,t Y \ i � _a t / , t/ 1 x' F Cl- """^_+..Fy.^ �• it J _ \y�1 A.\%\, A �� \\�, C.w �yC�.//./v/ �J t�`!/ _ .�' r kS�t�.t.�As'.tfi�t{,'s a.vrn, a�iu�r4� (� \ GJ -Y f gP 5 3 a 1 U '`\l\ �J Lh / V� +///!1'/n! '- I!_' j ��O — • l 01 1 5-1 00 0 io on J ALL DIMENSIONS ARE IN \ \ _ ��;!-% METERS UNLESS OTHERWISE SHOWN ` _N LJ \ J ------- --- \, WATER POLLUTION CONTROL PLAN L.C) SCALE 1:500 500 0 0 . o FOR NOTES ABBREVIATIONS > AND/OR LEGEND, SEE SHEET WPC -1 WP2 - v F C)j Q J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER � SCALE IS IN MILLIMETERS I 1 I I I nr,Iv PT I F => 5kRF01 IFCT �CU 06257 EA 428101 ! X--- 0 z X Q N q Z 0 ~ V) Q 0 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 I S t„o Lo ire ® c� `l 07 /v REGISTERED REGISTERED IVIL ENGINEER �O q< �2 MICHELE JOHNSON w No. C 69116 ' m r ter! / PLANS APPROVAL DATE � ) ---7j 06/30/08 1 ; -~ l ' ? = t l The State of California or its officers or t rr �7=t_� - CIVIL V I L lr t '� ,"� agents shall not be responsible for the accuracy s, P !Y� or completeness of electronic copies of this plan qTF pF CALIFp��� sheet. it Cal trans now has a web site! To get to the web site, go to; httpa//www,dotecaogov / CITY OF BAKERSFIELD 1 501 TRUXTUN AVENUE r _ � -' BAKERSF IELD, CA 93301 % y ; —*` J,. ' T Y LIN INTERNATIONAL , CC5, 2010 CROW CANYON PLACE SUITE 350 SAN RAMON, CA 94583 Y 4 C. _ .____'`•1 --_t_... _ - _. �#---.-..-..-._.-- l it -,� ' �` � ,,% . /._v {{ (14 - i w n ._t s co i( \ \ \ \ �\\ G --- _. _ 9 7 _—- - ROUTEIr - n- 0 ti �C., �,,,� �, �., v r Ori LINE (71 LLI Ljj - - - _ e r < r` b LLJ+ CID a _ _ W ---- -- -- -- rn - --- -- -- -- - - - --- - ' - - -- -� i -- - - - ; Ld (n - . 41,- ---- - - -.- _ v - - ---- -- — --- -- � - ------------ - -- ' —Z7 U _ ti — eg _ ti '! `, ji yt .__; � �_._ i �� Fi it i- I� ! R r / C`• '^;\. i' v1 ._TIt 1 �'f'i ff + � -;' �i 1 il 1 j} ,, 1`j'ft/ �. � \ ", \ \ i .r � l � --• pr J _ i i fir- I' il i! I i •1/ __ t +' l,tf 1 t }tl t/' i I I i 1 ` � // i . �\ `\, \',. \.\ . oV" � 1 t / i { i / -G_ '1 ,'1J -_., � ✓ ®d ,f -- , t i , J r \ ; 1 - �. •-,- O , i 1 u j + it CID �5,/' + ��- - �`` '- -l' � `• .. ,vim \ j � `�' � ! u \ \ � \k l v7 !I �C\ j' r � i � ,t Y \ i � _a t / , t/ 1 x' F Cl- """^_+..Fy.^ �• it J _ \y�1 A.\%\, A �� \\�, C.w �yC�.//./v/ �J t�`!/ _ .�' r kS�t�.t.�As'.tfi�t{,'s a.vrn, a�iu�r4� (� \ GJ -Y f gP 5 3 a 1 U '`\l\ �J Lh / V� +///!1'/n! '- I!_' j ��O — • l 01 1 5-1 00 0 io on J ALL DIMENSIONS ARE IN \ \ _ ��;!-% METERS UNLESS OTHERWISE SHOWN ` _N LJ \ J ------- --- \, WATER POLLUTION CONTROL PLAN L.C) SCALE 1:500 500 0 0 . o FOR NOTES ABBREVIATIONS > AND/OR LEGEND, SEE SHEET WPC -1 WP2 - v F C)j Q J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER � SCALE IS IN MILLIMETERS I 1 I I I nr,Iv PT I F => 5kRF01 IFCT �CU 06257 EA 428101 ! x x i 14.3'8 DIST COUNTY ROUTE KILOMETER T SHEET I TOTAL ITOTAL PROJECT No SHEETS "' /I I ;� 'y / . \ \ \ 11 '�`t' � 'it 1 1 � I ' /I / ! '00�� \ \ \ 11 � ' \' � I i 0 Ker t/ / /'�/:, " ii I" �" � , 1� 1 06 Ke, 99 33.5/34.0 1 Co (v(.01I \ ,I \ ' I - I r � , I I/ Y - \ �' . iz� L� i - I ,� I I _ \ 41, 4 r I - -, : L; j �-" - I 1 I _�. 91 6 1! .04 1, 1 4 . 4 3'� 1 14 - tl * ,1 � - I , . , - \ t �� 15. - 4 ' 11 � ' ��4 /,, i ! 4/ 7 ", / ' I ' I I 11 '/ I-- " i I 11 ,I . \ � I I � , �' � , - � I 1-1 i � 11 � I 1 4-' ' - I � - I ` I 11 ­ I I � " I , I " / z I I I '�� 1� � I I . , , \1 // , I " 11 / z I � " \ ,I 1\ I \ � , 1 � , i i /11 , // / � I " ,-' I - 0"' \ 1� " \ � �i �%� I I 'A�U'_� 2-',/? 10 ?,OF E S S to " i , , , k / , " I I I Xle r' I � � I e t ric / I I � I � '__�_ Y.� L) // / � / , "� // , \ ",` ' , " � \ � i I � � \ ' 1 IV4 '_ / I __ 1! � - 11 // , �' / "I \ \ � I �\ � � 1"� 1 REGISTER�� CIVIL ENGINEER j -- r " � I I/ ---� I "I 1, I . I // I ' \ ��' \' '� I- I -1,11 48 1 , / / , , : , ' \114 � 5 r6 . �� I I '! -,i, 9,-- I 14 � 3 8 I U i, / �"1111 , - -, 2 - ": � I � 111 3. Sc 111 3 � 9� 1�1" ' ' , , 4 ' . ' / / " x 11 'k � - t� i � '�­ . 11 i � � � <7 / / ! �� '/ /, -, � I �' ' 'i" � � I I ; (o MICHELE JOHNSON - , r , � 11 I � I I I � " -, -. '--�-' � �:j , , ' i I/ ; � � 4,, / I - . -1 - � �­ \1 " ,I I - ' � — 2: �� y �i �_ " ,_ 'C- � . _. r /�F� " '� "I /," � ,,, 71 1 , 0 / 11 / - III/, I - 11 k A �' 11 , //' // X'I, / � / // '�' I � -11, � % \"\ /r�' � qh7�Lp�- 0 M I " \ � 0 %, , / i ) I / " \ I 'I \ IiA % i �I I / �p 11 "<1 I \ \ \% i� � 11 i Ld No. M ' __�-- / ' I/ � / �/ -1-1 � I � ' CC -0 ' 11 " I � � (5) �' 4\ v\' * � I ' / � I \ \ \ � � _� / ' , I �' , �3 \ , /� / /X i , \ \ ,N ', \' - 06/30/08 ' " - , �' _Z__� � / / Y - I " , . �__ /I / . " , / I � 11 7 1 � A I �t 4.4 � I \ \' I -, -� -.4 1 l�914 1 13.94 1 3�87 lk 11 � I , * I '' , � �_- %, ♦'� / '/ _� , "o 1 -3 i � \ xP '_�_ - _/ / \ I 1''. " � \ � 11 I , � -1:___114.34 -11 0_'__ I ia' (5), �4 ',,'� I �1 .'�,J3 I j, � I I \ , \ The State of California or Its officers or E) f' , 19 " �` �7_--4_, 1 1 A � i 1 4 ,,, ", ?" \ 1*4' , \\1 I I agents shall not be responsible for the accur CIVIL / 11 //_� "I / � /// , ­ ­ il i% 11 � �' P,\ 11\ , c '_1 4�� / 1\ 1. i / -1 x ">"I _­_. ''I ... i, ,I 11 " i t � �, I " � \ 1 1*14 N�' � --�' " - . / I ' " " I �/ , - __- Lo � � \ I \ � � ' )�_ 0�1 " / / -, I - __ __ ---. __ . '-1111 I , , \ \ ��' \' \ ' ' ' ' or completeness of electronic copies of this IGn " --- - --- 11 � � \ 'tp � � \ " \ I / / ", // �' /" I --"",-,--' - ______ ­_ I I ' I \ , \ '\\ \ ' ---, i-? / / / 11 //� // I "- ,-A k � � , \ OF CALIVO X� /11 I � - \ I �� � � \ � sheet. -1, il '_� i "I �' - / 0, /I /'"-' __ -.% I �- N' i� 11 \ \ ,�'�\ , , '__ " / - �i / I / I I __ 7_7777� -, �. \' , , I � : � , , \ " 11 _'' � ____ -I,--- � '14, " ' , � .I';'\ -1 11 " ' - - � , I -4-, - I _j �',, '\ 1 ..5 , , ­ " �'..,,- I �" . 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I 060_�_ f1j "C — 02 74 1� 1 � I I I I , / 1 '5 o- r 4'j Z'tj ��--*'; W j ALL DIMENSIONS ARE INMETERS UNLESS OTHERWISE SHOWN WATER POLLUTION CONTROL PLAN - FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET WPC -1 I I FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I I n r'N1 F' T I F -� <tQ F ni I F-7 (Z T SCALE 1:500 WPC -3 Is EA 428101 Ic-' ), 5-, � ;;�;L x F- X--- V) W 0 z V) W 0 x C> w a F— V) Stack C for spillway and 2- I dyers high for remaining barrier �' __ -dd i t !U U I bags on top of Id upstream of Gravel Bag to prevent over topping. gravel -filled bags flush curb or dike face. Ict Gravel Bag Barrier tly abutting gravel -filled eliminate gaps and voids Cu PERSPECTIVE L_ 1 I 1.1 V I V I 1.4 V \I I L../ u V L., 4t 1 1 I V Extend asnecessary to force ponded runoff over spillway instead of out flanking around end of barrier. T n+p rrvn I SPP Tnh I P) Sp i I I way Gravel Bag Barrier Drainage Inlet--/ I e,!f m Trom LUye UT i ,b m min Travelled Way (Min) -------------------------------------------------------------------------------------------- E ROADWAY PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) FOR REDUCED PLANS ORIGINAL SCALF TS TN MTI I TMFTFRS NOTES 1. Place safety cones adjacent to drainage inlet protection. 1 2. Dimensions may vary to fit field conditions. 3e Install a minimum of 3 gravel bag barriers upstream of each dra i nage inlet to be protected. tri DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 I7 (.P QRpFESSION REGISTEF�-ED CIVIL ENGINEER �o q� MICHELE JOHNSON Lu No. C 69116 PLANS APPROVAL DATE xP,06/30/08 The State of California or Its officers orit agents shall not be responsible for the accuracy s11 C I V I L or completeness of electronic copies of this plan qTF OF CALZFp�� sheet, Caltrans now has (i web site! To get to the web site, go to: http://www.detca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 Drainage Inlet at Gravel Bag Barriers placed sag or low point to intercept runoff from i converging directions Curb or Dike i I i FLOW FLOW — 0 E Sp i I I way Edge -of Trave I ed Way ------------------------------- -0 __________________________E ROADWAY CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) GRAVEL BAG BARRIER ( TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) 0 4 to 6 w V) m 10 + INTERVAL BETWEEN BARRIERS (M) 3000 0 w w 4 °0 w w a rr 0 Ln LinQ F- o 0 00 0 0 o 0m w m ~0 Q w 0 -j z w U �U Y I (n W QW = Up U F- X--- V) W 0 z V) W 0 x C> w a F— V) Stack C for spillway and 2- I dyers high for remaining barrier �' __ -dd i t !U U I bags on top of Id upstream of Gravel Bag to prevent over topping. gravel -filled bags flush curb or dike face. Ict Gravel Bag Barrier tly abutting gravel -filled eliminate gaps and voids Cu PERSPECTIVE L_ 1 I 1.1 V I V I 1.4 V \I I L../ u V L., 4t 1 1 I V Extend asnecessary to force ponded runoff over spillway instead of out flanking around end of barrier. T n+p rrvn I SPP Tnh I P) Sp i I I way Gravel Bag Barrier Drainage Inlet--/ I e,!f m Trom LUye UT i ,b m min Travelled Way (Min) -------------------------------------------------------------------------------------------- E ROADWAY PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) FOR REDUCED PLANS ORIGINAL SCALF TS TN MTI I TMFTFRS NOTES 1. Place safety cones adjacent to drainage inlet protection. 1 2. Dimensions may vary to fit field conditions. 3e Install a minimum of 3 gravel bag barriers upstream of each dra i nage inlet to be protected. tri DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 I7 (.P QRpFESSION REGISTEF�-ED CIVIL ENGINEER �o q� MICHELE JOHNSON Lu No. C 69116 PLANS APPROVAL DATE xP,06/30/08 The State of California or Its officers orit agents shall not be responsible for the accuracy s11 C I V I L or completeness of electronic copies of this plan qTF OF CALZFp�� sheet, Caltrans now has (i web site! To get to the web site, go to: http://www.detca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 Drainage Inlet at Gravel Bag Barriers placed sag or low point to intercept runoff from i converging directions Curb or Dike i I i FLOW FLOW — 0 E Sp i I I way Edge -of Trave I ed Way ------------------------------- -0 __________________________E ROADWAY CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) GRAVEL BAG BARRIER ( TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) 1 to 4 4 to 6 6 to 8 8 to 10 10 + INTERVAL BETWEEN BARRIERS (M) 3000 22.5 15.0 7.5 4 °0 For slope of less than 1%, install barriers only if erosion/sediment is prevalent }• r ,� ;d fir MGA- ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN TEMPORARY WATER POLLUTION CONTROL DETAILS 0 20 40 60 80 IUSERNAME=>$USER I � I � I I I Mf KI r r F r _\ mnrni NO SCALE CU 06257 WPCD-1 FA 4281 01 h?, x x 0 Q 0 z I— Li O z w w 0 I Z O I J U C 0 w Q Drainage Inlet Grate Dump straps (2 each) ng loops (2 each) SECTION B -B i ment Filter Bag ans i on Restraint ch basin SEDIMENT FILTER BAG DETAIL Temporary— Silt emporarySiIt Fence Curb or Dike SECTION A -A 3.0 m Min Temporary Silt Fence Curb or Dike Drainage Inlet Roadway Pavement (OG) Sediment Filter Bag Catch basin 3.0 m Min FLOW g - Drainage Inlet with Sediment Filter Bag E ROADWAY W. 01 A AI TEMPORARY DRAINAGE INLET PROTECTION (TYPE 5 ) (SEDIMENT FILTER BAG) NOTES: 1. Dimensions may vary to match field cond i t i ons. 2. Instal I Temporary . S i l t Fence by f i rst d i gg i ng trench, driving posts, placing and securing fabric. Then backfill and tamp. To Drainage Inlet 10 Wood Post Silt Fence Fabric o o "' Flow ----Ift. Er 150 x 150 Trench-----'*" (See Note 2) SECTION TEMPORARY SILT FENCE DETAIL 1 ri DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 1—%, l Z�� 67 QRpFESSI04 REGISTERS IVIL ENGINEER �o Qf MICHELE JOHNSON PLANS APPROVAL DATE � No. C 69116 � XP. CIVIL The State of California or Its officers or agents shall not be responsible for the accuracy s>, CIVIL P or completeness of electronic copies of this pion - )F OF sheet. �F CALIF Caltrans now has a web site! To get to the web site, go to. http://www.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 C SECTION C -C Toe of slope Gravel bag barrier, Flared end section A C N O have, pearU No CO Ln f- Ln �y o2dd jt co PLAN Uo TEMPORARY FLARED END SECTION PROTECTION O I -- 00O 01 O C N � / I L-) ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN LU LL] TEMPORARY WATER POLLUTION CONTROL DETAILS LL n z o �o NO SCALE I 'o WPCD-2 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER ,M SCALE IS IN ILLIMETERS I I I I I I I I nr_NI C T I C _\ d�0CnI ICCT Q J 0 CU 06257 EA 428101 P, 0 w m o w w V) W > I— WQ Q� 0 w o 0 Q 0 0 0 CD o R�: 0 Om w m ►-- 0 aw0 �z w :D c5 V U I V) W Qw = UO U 0 Q 0 z I— Li O z w w 0 I Z O I J U C 0 w Q Drainage Inlet Grate Dump straps (2 each) ng loops (2 each) SECTION B -B i ment Filter Bag ans i on Restraint ch basin SEDIMENT FILTER BAG DETAIL Temporary— Silt emporarySiIt Fence Curb or Dike SECTION A -A 3.0 m Min Temporary Silt Fence Curb or Dike Drainage Inlet Roadway Pavement (OG) Sediment Filter Bag Catch basin 3.0 m Min FLOW g - Drainage Inlet with Sediment Filter Bag E ROADWAY W. 01 A AI TEMPORARY DRAINAGE INLET PROTECTION (TYPE 5 ) (SEDIMENT FILTER BAG) NOTES: 1. Dimensions may vary to match field cond i t i ons. 2. Instal I Temporary . S i l t Fence by f i rst d i gg i ng trench, driving posts, placing and securing fabric. Then backfill and tamp. To Drainage Inlet 10 Wood Post Silt Fence Fabric o o "' Flow ----Ift. Er 150 x 150 Trench-----'*" (See Note 2) SECTION TEMPORARY SILT FENCE DETAIL 1 ri DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 1—%, l Z�� 67 QRpFESSI04 REGISTERS IVIL ENGINEER �o Qf MICHELE JOHNSON PLANS APPROVAL DATE � No. C 69116 � XP. CIVIL The State of California or Its officers or agents shall not be responsible for the accuracy s>, CIVIL P or completeness of electronic copies of this pion - )F OF sheet. �F CALIF Caltrans now has a web site! To get to the web site, go to. http://www.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 C SECTION C -C Toe of slope Gravel bag barrier, Flared end section A C N O have, pearU No CO Ln f- Ln �y o2dd jt co PLAN Uo TEMPORARY FLARED END SECTION PROTECTION O I -- 00O 01 O C N � / I L-) ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN LU LL] TEMPORARY WATER POLLUTION CONTROL DETAILS LL n z o �o NO SCALE I 'o WPCD-2 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER ,M SCALE IS IN ILLIMETERS I I I I I I I I nr_NI C T I C _\ d�0CnI ICCT Q J 0 CU 06257 EA 428101 P, x x x = Q LEGENDd 0 5 DRAINAGE SYSTEM No. (D DRAINAGE UNIT ' -�--1,z--, GRADE TO DRAIN --------- EXISTING DRAINAGE SYSTEM E---------- DITCH F L O W L I N E COB "* ---------- COB CITY OF BAKERSFIELD W/ WITH 11 DIST COUNTY ROUTE KILOMETER SHEETI TOTAL TOTAL. PROJECT No SHEETS 06 Ker 99 33.5/34-80 / (I I C: (O , , 2, q 07 I? ?,() F E S S 10"v REGISTERED , . 4 I,/ \ s Iv <�-I- , 0 0MICHELE JOHNSON ,- - - 2n 4b7jo-PLANS APPROVAL DATE w No. C 69116 m cr_ 06/30/08 The State of California or its officers or * XP.- J? / agents shall not be responsible for the accuracy s> CIVIL P or completeness of electronic copies of this plan 4On CALIF11 ,)��, sheet. Caltrans now has G web site! To get to the web site, go to. hftp://www.dot.1-a.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 I -- - . I � ,I / - -- i j i � I I I --1 � ; - I - i ; : I - ---- - "I , 1 i -� - , � , � P,-,, W -1 , ,/ - / -- i I -- - � , - I I / � -1� I - , " � - - - ------_ 11 I -_0 ,v --,- , -- I , ; � T11:1 "- ,, t i , , -- I ; I ! 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PROJECT No SHEETS 06 Ker 99 33.5/34-80 / (I I C: (O , , 2, q 07 I? ?,() F E S S 10"v REGISTERED , . 4 I,/ \ s Iv <�-I- , 0 0MICHELE JOHNSON ,- - - 2n 4b7jo-PLANS APPROVAL DATE w No. C 69116 m cr_ 06/30/08 The State of California or its officers or * XP.- J? / agents shall not be responsible for the accuracy s> CIVIL P or completeness of electronic copies of this plan 4On CALIF11 ,)��, sheet. Caltrans now has G web site! To get to the web site, go to. hftp://www.dot.1-a.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 I -- - . I � ,I / - -- i j i � I I I --1 � ; - I - i ; : I - ---- - "I , 1 i -� - , � , � P,-,, W -1 , ,/ - / -- i I -- - � , - I I / � -1� I - , " � - - - ------_ 11 I -_0 ,v --,- , -- I , ; � T11:1 "- ,, t i , , -- I ; I ! 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PROJECT No SHEETS 06 Ker 99 33.5/34-80 / (I I C: (O , , 2, q 07 I? ?,() F E S S 10"v REGISTERED , . 4 I,/ \ s Iv <�-I- , 0 0MICHELE JOHNSON ,- - - 2n 4b7jo-PLANS APPROVAL DATE w No. C 69116 m cr_ 06/30/08 The State of California or its officers or * XP.- J? / agents shall not be responsible for the accuracy s> CIVIL P or completeness of electronic copies of this plan 4On CALIF11 ,)��, sheet. Caltrans now has G web site! To get to the web site, go to. hftp://www.dot.1-a.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 I -- - . I � ,I / - -- i j i � I I I --1 � ; - I - i ; : I - ---- - "I , 1 i -� - , � , � P,-,, W -1 , ,/ - / -- i I -- - � , - I I / � -1� I - , " � - - - ------_ 11 I -_0 ,v --,- , -- I , ; � T11:1 "- ,, t i , , -- I ; I ! 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'S`.`f 1 ^I j` 1 i f j (r t I If The 1' 1 9 �a or ( 1 sheet r it f if CGItr .� % a c.0 y' r --' �" �f ` f, i f . ti J- �' CIT A F E S w /RSP c d M P I PCC APR v � i 1 .5 7 _ BA - j tJ"I Ui i •=.� r v c..1 i/ 1 `"c ;:� ; tI -t �, ` ` ,A T C �d�r A ES w/RSP ��� ��� s'i'r° _- 600m APS, = w �v `�� \� 20 , It s� j_� it r i a _, rvj t'r S A _ t If _ t j If }REMOVE FE_S___ NF TION DITCH !� - - r �a b k - _ (i(� : (�f ^`fes_._ _. ( mm SP DD - _"� �_" �� } i �! � int i `- "E _ <!_ - � • -.., � ��d �j ��— ;if` r - �� - . _ �n ,V 6•�1 D E �_ �� -� �A �� _v 300 mm -EN- ANCE ';APE 2 A a;; ' a « . t ti t - . .__, - -- - e r r) a w `) m mm A o w w 0 w r�/^I w <c � o w Ln Lr) W Q �• �•-- - - ='�-�-�--__�_ �- ---gar - 0 0 �. 0 r~ Z C) m w CD ~C �1 aw o J z w / n V% U� U JV) w Qw = Up U I I C> F_ Z LLJ Q ClW z 0 J U x w F— F— cn V 6 Tr ric co RE _ IX; _ I , Y i` "_-s"<_ cam, ! -�`_ i '+..._•,,, -.... ..t t i ( _.. 'S`.`f 1 ^I j` 1 i f j (r t I If The 1' 1 9 �a or ( 1 sheet r it f if CGItr .� % a c.0 y' r --' �" �f ` f, i f . ti J- �' CIT A F E S w /RSP c d M P I PCC APR v � i 1 .5 7 _ BA - j tJ"I Ui i •=.� r v c..1 i/ 1 `"c ;:� ; tI -t �, ` ` ,A T C �d�r A ES w/RSP ��� ��� s'i'r° _- 600m APS, = w �v `�� \� 20 , It s� j_� it r i a _, rvj t'r S A _ t If _ t j If }REMOVE FE_S___ NF TION DITCH !� - - r �a b k - _ (i(� : (�f ^`fes_._ _. ( mm SP DD - _"� �_" �� } i �! � int i `- "E _ <!_ - � • -.., � ��d �j ��— ;if` r - �� - . _ �n ,V 6•�1 D E �_ �� -� �A �� _v 300 mm -EN- ANCE ';APE 2 A a;; ' a « . t ti t - . .__, - -- - e r a �J u _ -r. mm A 0 r�/^I z W < �• �•-- - - ='�-�-�--__�_ �- ---gar - 0 �. r~ Z �1 — - -- - ` -- ' V% Q 0 I I C> F_ Z LLJ Q ClW z 0 J U x w F— F— cn V 6 Tr ric co RE _ IX; _ I , Y i` "_-s"<_ cam, ! -�`_ i '+..._•,,, -.... ..t t i ( _.. 'S`.`f 1 ^I j` 1 i f j (r t I If The 1' 1 9 �a or ( 1 sheet r it f if CGItr .� % a c.0 y' r --' �" �f ` f, i f . ti J- �' CIT A F E S w /RSP c d M P I PCC APR v � i 1 .5 7 _ BA - j tJ"I Ui i •=.� r v c..1 i/ 1 `"c ;:� ; tI -t �, ` ` ,A T C �d�r A ES w/RSP ��� ��� s'i'r° _- 600m APS, = w �v `�� \� 20 , It s� j_� it r i a _, rvj t'r S A _ t If _ t j If }REMOVE FE_S___ NF TION DITCH !� - - r �a b k - _ (i(� : (�f ^`fes_._ _. ( mm SP DD - _"� �_" �� } i �! � int i `- "E _ <!_ - � • -.., � ��d �j ��— ;if` r - �� - . _ �n ,V 6•�1 D E �_ �� -� �A �� _v 300 mm -EN- ANCE ';APE 2 A a;; ' a « . t ti t - . .__, - -- - e r Yf –.„ v I cr` Q W Ld LLJ w 13 :, Q j CA 00 QD _ I J < v =a-�._ '_---_.-.,— _._•__-'. _--._ ° I � „ _. _ - �-� ��, '.� 'l % Ui - _mo=w .t.,.'.Gm n, �>r ^— r /� ^ �. • r--� , - - `-� _ _.---..__ '��_ � V v iy' Cir _ . '\ ! ! _ t t�� , - I ! '� �� l ! t f' j' VAS w\ �� \ �V A -•• i/ / fl_v !i i It ( ' I �' �' i! r, ,$ t f /i ` i ;'�t. q_\ •,�`\� �._�...- .\��\ `.. \'^ -- �__._,_".'/�- i t r f-• a /h i '�. C, / ' 3a' i(J /1,111 $ `,i - i-(' I 1^ tf\.,� ...�\` 1 !It(•rljr t✓d Jj I �!` �a f! llf .— --- ----- ----<t t IT Ya ­ if rJl' v `. -° - �� �� �,.v 7_77=- 44 THIS PLAN ACCURATE FOR DRAINAG-E-- WORK "ONLY COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Ker 99 33.5/34.0 2-0 �Cra Q�OFESSI� GISTERQD CIVIL ENGINEER �o q< MICHELE JOHNSON\ LO No. m LAN AS PPROVAL DATE � "' C 69116 06/30/08 State of California or its officers or 41 xp' is shall not be responsible for the accuracy s`�. CIVIL ompleteness of electronic copies of this plan 9TF pF�l �F CALIF ans now has a web site! To get to the web site, go to. http://www-dotoCO,gov Y OF BAKERSFIELD 01 TRUXTUN AVENUE KERSFIELD, CA 93301 Y LIN INTERNATIONAL ; CCS 10 CROW CANYON PLACE, SUITE 350 N RAMON, CA 94583 f o,I ns havo bsan approved 1`01 h gent Permit No. N on 3 I N M FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET D-1 (n 0 co 0 C <_> N D ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN `� N LIJ LJ DRAINAGE PLAN '= FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I 1 1 1 1 n(N F T I F => �RP_01 IPCT CU 06257 SCALE 1:500 EA 428101 0 0 �o � O DC:) -2 F- a �J u _ -r. mm A -------------- ti �• �•-- - - ='�-�-�--__�_ �- ---gar - __ �. r~ �1 — - -- - ` -- ' �—- --- - v00 --- ---- — v 06UTE )9- --- o i +40�—. 263c, _------ — ------ --—_ --- --- -... - M V LLJ^^ \ e _ r L1J int To T Yf –.„ v I cr` Q W Ld LLJ w 13 :, Q j CA 00 QD _ I J < v =a-�._ '_---_.-.,— _._•__-'. _--._ ° I � „ _. _ - �-� ��, '.� 'l % Ui - _mo=w .t.,.'.Gm n, �>r ^— r /� ^ �. • r--� , - - `-� _ _.---..__ '��_ � V v iy' Cir _ . '\ ! ! _ t t�� , - I ! '� �� l ! t f' j' VAS w\ �� \ �V A -•• i/ / fl_v !i i It ( ' I �' �' i! r, ,$ t f /i ` i ;'�t. q_\ •,�`\� �._�...- .\��\ `.. \'^ -- �__._,_".'/�- i t r f-• a /h i '�. C, / ' 3a' i(J /1,111 $ `,i - i-(' I 1^ tf\.,� ...�\` 1 !It(•rljr t✓d Jj I �!` �a f! llf .— --- ----- ----<t t IT Ya ­ if rJl' v `. -° - �� �� �,.v 7_77=- 44 THIS PLAN ACCURATE FOR DRAINAG-E-- WORK "ONLY COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Ker 99 33.5/34.0 2-0 �Cra Q�OFESSI� GISTERQD CIVIL ENGINEER �o q< MICHELE JOHNSON\ LO No. m LAN AS PPROVAL DATE � "' C 69116 06/30/08 State of California or its officers or 41 xp' is shall not be responsible for the accuracy s`�. CIVIL ompleteness of electronic copies of this plan 9TF pF�l �F CALIF ans now has a web site! To get to the web site, go to. http://www-dotoCO,gov Y OF BAKERSFIELD 01 TRUXTUN AVENUE KERSFIELD, CA 93301 Y LIN INTERNATIONAL ; CCS 10 CROW CANYON PLACE, SUITE 350 N RAMON, CA 94583 f o,I ns havo bsan approved 1`01 h gent Permit No. N on 3 I N M FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET D-1 (n 0 co 0 C <_> N D ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN `� N LIJ LJ DRAINAGE PLAN '= FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I 1 1 1 1 n(N F T I F => �RP_01 IPCT CU 06257 SCALE 1:500 EA 428101 0 0 �o � O DC:) -2 F- x F�N CD NQ F_ O 0- x V) IL in CD L ni L aAJ NQ CD LU_ it hipl Y 17 11113 1 3. V :1it i13. 75 3. El I; w 1 ly, > 'Aji5 1 3 114.43 F 3. 114. ! -1 - ', � � -,, -, 1, 113 89 113.83 H 1103.76 1 13.'9113.2 i 8 -7 113.90 113.90 10� --- ------- 7 Vvi U _7 i i.461 P1134 11483 _Ia_ 1 L C) V1 113 < TV Q ll 3.71 'jilt 'Z _J ------ 1113.6S -08 3,7 7 it 116.40 7 1 A 7 ii i CH 13 71 j 1 {.48 EVE L 4 43 113.68 7 k 4 3 114. 01 1 11 3.4y nnV777� 31 1 1 '4.11 7? , � 3 -00 114.3 114.32 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS .04 06 Ker 99 33.5/34.0 x/ -7, 4 1 - "%Q 4 ZX�J� 113.96 11, 14. A 5'4 14 4D o' It4 Zx t etric E S S 10 X IV4 REGISTERED CIVIL ENGINEER 92 1 1 a 114,48 1 13 W9 1 1 3�� 9 " 8 1 14, �\50' i 1 4 . 11.3 MICHELE JOHNSON rr, L I I SL No. rr, vim, _�LAS APPROVAL DATE 08 9 1 4.43 1�1 4''8'13 06/30/ �xp. 4 X/ Z, The State of California or its officers or �141 0 / - CIVIL 7 i `4"1, 4 111 0, :13 94 113. C44 113. j4 7 4 agents shall not be responsible for the accuracy 4� or completeness of electronic copies of this plan Z, A" CAY sheet. At \8 J4 i 3. 84 5 114.31 114 \0 31 Cal trans now has o web site! To get to the web site, go to: httpo//www.dotca.gov 114.24•CIA 11 77 777777r 2=77= 41, 114,68 Q.04 7 7_1 4-- R 10" 1 9 1 16.0 CITY VF D F\C-rNDF IF -LU .25 114.43 Wt 114 52 1 11WE 4 1501 TRUXTUN AVENUE 7 i 2 BAKERSFIELD, CA 93301 t i Alit ii� \ 11 \X 14.37 fljC 114AC \14 24 T Y LIN INTERNATIONAL CCS Id 113.73 1 1 Aq 111,84 113.72 ji 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 AV -0 3 1 4 .4,,! 2' od• 1 A72 /1 3 95 1 1 3, 7;-, 1 -1 70 1 13. 5 113.63 IA t v t 113.5 1 13 114.42 1 14 9 114;1,4. ) 113 113. 1 .1 1 1 1 113.07 h 84 11 3,7a jj 112.60 11 3.R 114.0 14.ti 21, 16.21 3 114.4,1, 114.20 k v t 14.42 q'. 1 1,13 7 2 .63 ill .55 113.63 113.510 1 13-90 -7'! 1 13. 5!-1 1 3 3" . 1 1 4 , 4 114.31 .67 1\ 5 14 2 8 11 8 t 113.81 % '12 _X\ Q J 1 1 i 8 0 _,� i 13. e9 113,7" 113.7 4.22 3 1431 t V A x tp ox J, 1 ly. 36 3 1 .27 .40 -C 71 ); 77 70 114 7 7 WAT Q; k �­� -, 77- -ti i7 2VZO 12 10 .2 3 1 7l) 77 6. S?-i" .:S-7/ "I 1 1.35 /119.65 INLET f W/% L I N E 20. 4 3 59 l20,(':C> 120.69 z- go -i 19. 7 f 35 2 12C.07 2� 21 1 120. _APC C ADJUST I N L E 2", 2 t) -4-20.65 89 '119.62 119.38 116 it 1 .4 8. 3- 120 7_1A 41 I ZIL 2 4 TO N,GRAU 1 .47 1 7-T �_T� - - ------ -t-t-S Z --A W V 7-6 1 4 14 �7- 4 3.; 2\ 4f R/W 1 13.76 7 8 113.84 # -'1t:2.0 1 14, 2 V 19 if 114. 1 '3 2"! vi 3/291, x EES 1 29 (7 13 a 1 8 113A5 1 33_111ECI 2 3. )�07 1 T! -2: A 5 13�24 - 13.171 1 .27 13. ----------- --- L 1 83 �At � 4 23 3.2"F - F_ It 3 113. 1' 1 3. 2 C1 13.4 1 3. 14 13, 15 11 3�19! 22 1 13. 2 5 "777 77"F -Til 3 3 36 5i 33 -77 36 13 24 5 El �25 2 83 L -L 21 56 113.46 ,-13373.26 113.14 1 1E09 113M LLD 1 i 3.29 113.37 G3 A.1151 111101 ITOR c1.36 1 3.D8 11 13.2 2 110, L THS PUM ACCURATE FOR DRAINAGE WORK ONLY 450 mm APC C 0-) FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET D-1 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I I r) (N1 F__ T 1 E' _\ d10 Ur)] I CC T vm been approved for a MC- 027 F oromit No. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN CU 06257 SCALE 1:500 FA 4281 01 D-3 �Q LLC) C) LIJ U) CD r) LLJ LLJ 77 LU/) 0 Lii Ld 0� n LLJ u-) Ln W < <D C) > (V/) CD 0 C) in M LLJ -;7 LLJ M V CC) 12 L) V) W LLI T UO C) CD NQ F_ O 0- x V) IL in CD L ni L aAJ NQ CD LU_ it hipl Y 17 11113 1 3. V :1it i13. 75 3. El I; w 1 ly, > 'Aji5 1 3 114.43 F 3. 114. ! -1 - ', � � -,, -, 1, 113 89 113.83 H 1103.76 1 13.'9113.2 i 8 -7 113.90 113.90 10� --- ------- 7 Vvi U _7 i i.461 P1134 11483 _Ia_ 1 L C) V1 113 < TV Q ll 3.71 'jilt 'Z _J ------ 1113.6S -08 3,7 7 it 116.40 7 1 A 7 ii i CH 13 71 j 1 {.48 EVE L 4 43 113.68 7 k 4 3 114. 01 1 11 3.4y nnV777� 31 1 1 '4.11 7? , � 3 -00 114.3 114.32 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS .04 06 Ker 99 33.5/34.0 x/ -7, 4 1 - "%Q 4 ZX�J� 113.96 11, 14. A 5'4 14 4D o' It4 Zx t etric E S S 10 X IV4 REGISTERED CIVIL ENGINEER 92 1 1 a 114,48 1 13 W9 1 1 3�� 9 " 8 1 14, �\50' i 1 4 . 11.3 MICHELE JOHNSON rr, L I I SL No. rr, vim, _�LAS APPROVAL DATE 08 9 1 4.43 1�1 4''8'13 06/30/ �xp. 4 X/ Z, The State of California or its officers or �141 0 / - CIVIL 7 i `4"1, 4 111 0, :13 94 113. C44 113. j4 7 4 agents shall not be responsible for the accuracy 4� or completeness of electronic copies of this plan Z, A" CAY sheet. At \8 J4 i 3. 84 5 114.31 114 \0 31 Cal trans now has o web site! To get to the web site, go to: httpo//www.dotca.gov 114.24•CIA 11 77 777777r 2=77= 41, 114,68 Q.04 7 7_1 4-- R 10" 1 9 1 16.0 CITY VF D F\C-rNDF IF -LU .25 114.43 Wt 114 52 1 11WE 4 1501 TRUXTUN AVENUE 7 i 2 BAKERSFIELD, CA 93301 t i Alit ii� \ 11 \X 14.37 fljC 114AC \14 24 T Y LIN INTERNATIONAL CCS Id 113.73 1 1 Aq 111,84 113.72 ji 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 AV -0 3 1 4 .4,,! 2' od• 1 A72 /1 3 95 1 1 3, 7;-, 1 -1 70 1 13. 5 113.63 IA t v t 113.5 1 13 114.42 1 14 9 114;1,4. ) 113 113. 1 .1 1 1 1 113.07 h 84 11 3,7a jj 112.60 11 3.R 114.0 14.ti 21, 16.21 3 114.4,1, 114.20 k v t 14.42 q'. 1 1,13 7 2 .63 ill .55 113.63 113.510 1 13-90 -7'! 1 13. 5!-1 1 3 3" . 1 1 4 , 4 114.31 .67 1\ 5 14 2 8 11 8 t 113.81 % '12 _X\ Q J 1 1 i 8 0 _,� i 13. e9 113,7" 113.7 4.22 3 1431 t V A x tp ox J, 1 ly. 36 3 1 .27 .40 -C 71 ); 77 70 114 7 7 WAT Q; k �­� -, 77- -ti i7 2VZO 12 10 .2 3 1 7l) 77 6. S?-i" .:S-7/ "I 1 1.35 /119.65 INLET f W/% L I N E 20. 4 3 59 l20,(':C> 120.69 z- go -i 19. 7 f 35 2 12C.07 2� 21 1 120. _APC C ADJUST I N L E 2", 2 t) -4-20.65 89 '119.62 119.38 116 it 1 .4 8. 3- 120 7_1A 41 I ZIL 2 4 TO N,GRAU 1 .47 1 7-T �_T� - - ------ -t-t-S Z --A W V 7-6 1 4 14 �7- 4 3.; 2\ 4f R/W 1 13.76 7 8 113.84 # -'1t:2.0 1 14, 2 V 19 if 114. 1 '3 2"! vi 3/291, x EES 1 29 (7 13 a 1 8 113A5 1 33_111ECI 2 3. )�07 1 T! -2: A 5 13�24 - 13.171 1 .27 13. ----------- --- L 1 83 �At � 4 23 3.2"F - F_ It 3 113. 1' 1 3. 2 C1 13.4 1 3. 14 13, 15 11 3�19! 22 1 13. 2 5 "777 77"F -Til 3 3 36 5i 33 -77 36 13 24 5 El �25 2 83 L -L 21 56 113.46 ,-13373.26 113.14 1 1E09 113M LLD 1 i 3.29 113.37 G3 A.1151 111101 ITOR c1.36 1 3.D8 11 13.2 2 110, L THS PUM ACCURATE FOR DRAINAGE WORK ONLY 450 mm APC C 0-) FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET D-1 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I I r) (N1 F__ T 1 E' _\ d10 Ur)] I CC T vm been approved for a MC- 027 F oromit No. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE PLAN CU 06257 SCALE 1:500 FA 4281 01 D-3 �Q LLC) 77 x--- 0 z Ir W < > (V/) 0 v) < W 0 CD NQ F_ O 0- x V) IL in CD L ni L aAJ NQ CD LU_ it hipl Y 17 11113 1 3. V :1it i13. 75 3. El I; w 1 ly, > 'Aji5 1 3 114.43 F 3. 114. ! -1 - ', � � -,, -, 1, 113 89 113.83 H 1103.76 1 13.'9113.2 i 8 -7 113.90 113.90 10� --- ------- 7 Vvi U _7 i i.461 P1134 11483 _Ia_ 1 L C) V1 113 < TV Q ll 3.71 'jilt 'Z _J ------ 1113.6S -08 3,7 7 it 116.40 7 1 A 7 ii i CH 13 71 j 1 {.48 EVE L 4 43 113.68 7 k 4 3 114. 01 1 11 3.4y nnV777� 31 1 1 '4.11 7? , � 3 -00 114.3 114.32 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS .04 06 Ker 99 33.5/34.0 x/ -7, 4 1 - "%Q 4 ZX�J� 113.96 11, 14. A 5'4 14 4D o' It4 Zx t etric E S S 10 X IV4 REGISTERED CIVIL ENGINEER 92 1 1 a 114,48 1 13 W9 1 1 3�� 9 " 8 1 14, �\50' i 1 4 . 11.3 MICHELE JOHNSON rr, L I I SL No. rr, vim, _�LAS APPROVAL DATE 08 9 1 4.43 1�1 4''8'13 06/30/ �xp. 4 X/ Z, The State of California or its officers or �141 0 / - CIVIL 7 i `4"1, 4 111 0, :13 94 113. C44 113. j4 7 4 agents shall not be responsible for the accuracy 4� or completeness of electronic copies of this plan Z, A" CAY sheet. At \8 J4 i 3. 84 5 114.31 114 \0 31 Cal trans now has o web site! To get to the web site, go to: httpo//www.dotca.gov 114.24•CIA 11 77 777777r 2=77= 41, 114,68 Q.04 7 7_1 4-- R 10" 1 9 1 16.0 CITY VF D F\C-rNDF IF -LU .25 114.43 Wt 114 52 1 11WE 4 1501 TRUXTUN AVENUE 7 i 2 BAKERSFIELD, CA 93301 t i Alit ii� \ 11 \X 14.37 fljC 114AC \14 24 T Y LIN INTERNATIONAL CCS Id 113.73 1 1 Aq 111,84 113.72 ji 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 AV -0 3 1 4 .4,,! 2' od• 1 A72 /1 3 95 1 1 3, 7;-, 1 -1 70 1 13. 5 113.63 IA t v t 113.5 1 13 114.42 1 14 9 114;1,4. ) 113 113. 1 .1 1 1 1 113.07 h 84 11 3,7a jj 112.60 11 3.R 114.0 14.ti 21, 16.21 3 114.4,1, 114.20 k v t 14.42 q'. 1 1,13 7 2 .63 ill .55 113.63 113.510 1 13-90 -7'! 1 13. 5!-1 1 3 3" . 1 1 4 , 4 114.31 .67 1\ 5 14 2 8 11 8 t 113.81 % '12 _X\ Q J 1 1 i 8 0 _,� i 13. e9 113,7" 113.7 4.22 3 1431 t V A x tp ox J, 1 ly. 36 3 1 .27 .40 -C 71 ); 77 70 114 7 7 WAT Q; k �­� -, 77- -ti i7 2VZO 12 10 .2 3 1 7l) 77 6. 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D 1 !'� _... -..�_ -_.. ....._J__._.. .. _.-. _._.a...•_+;_._.•.1......•;. •.w•r.J. .•r..b ....•.L..w_,.t_._.w_a.. ,__1. s•r. J- .;. _ - . - _ . .,•__...4...•__k......1..w•_rJ_.r••_J._-... J..w.. .4 •.•.. .b •...w .-.,.••... ....._: .. ` . ._.• _.._ .._ •._- Station Exc 3 m EM6 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I nr_ni C- T i C" -\ �pCnt {CCT CU 06257 O a_ 0 -�- .0 3 U) ti -!- N N.. N M V) z O f - c0 O O I O c N C M -_ Z $ ..(D LL N L,J w -i� - a LL G z O � 0 O z O J O O FA 428101 1a3,� /,%&-- U X o FGAFES Dj_1 V --------- USE TOE PLATE FOR STEEL' FLARED END SECTIONS. (USE PCC CUTOFF WALL WITH PRECAST Conc FLARED END SECTIONS.) D 4D 600 mm 00 0 L W H Lnd- w o w � V) w > F - w a � o W <o c9 0 0 1-1 M 0 o V) --) 0 0 >- z C) o aW o Jz W cn Q J (n W QW= U0 U U X o FGAFES Dj_1 V --------- USE TOE PLATE FOR STEEL' FLARED END SECTIONS. (USE PCC CUTOFF WALL WITH PRECAST Conc FLARED END SECTIONS.) D 4D 600 mm 00 L Q Lnd- O O V z W Q > V) 0 z cn Q W � U X o FGAFES Dj_1 V --------- USE TOE PLATE FOR STEEL' FLARED END SECTIONS. (USE PCC CUTOFF WALL WITH PRECAST Conc FLARED END SECTIONS.) D 4D 600 mm 00 L Lnd- O O SECTION A —A FG \--P I N RSP FABRIC TO SLOPES OF TRENCH. DO NOT EXPOSE RSP FABRIC ABOVE FG. P (BACKING No. 2, TROD B) ----- Cu I v A ROCK SLOPE PROTECTION 1 C d 2 a b 3 c d 150 mm PCC APRON (:3 a MINOR Conc (MINOR C'TOI IrTI IC]C SECTION B —B E E 0 T co 0 [�� �K1 ]'sto SECTION C—C D W D GMP INLET SECTION B—B 0 U 'Q 305 mm T � APC Conc collar 3 #13 hoops FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS NEW TOP OF GRATE PCC ( TYP )--\ NEW #19 BARS @,150 mm O.C. EPDXY GROUTED INTO EXIST WALL I E E O v O M Ca. Itrfans #19 G, 150 mm O.C. ADJUST INLET TO GRADE 5 c Grout smooth Cut hole in such �-- a manner as to prevent spalling 1 Cut reinf on alternate sides and bend into collar. If reinf steel not present, use #19 dowels @,600mm O.C. epoxy grouted min 600mm into exist concrete II L ----------- L------------ ELEVATION PIPE CONNECTION TO EXISTING INLET 5 b 0 20 40 60 80 I I i I G I i I q-#15 BARS EXISTING--\ PIPE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 - co '10 y V l 67 Q �N p F E S S IS REGISTERE IVIL ENGINEER o 1411 0 MICHELE JOHNSON z W No, C 69116 R PLANS APPROVAL DATE � xp.06/30/08 The State of California or Its officers or agents shall not be responsible for the accuracy CIVIL P or completeness of electronic copies of this pian ATF sheet. of cAL1F Caltrans now has a web site! To get to the web site, go to: http://www.dot.ca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 E 450 mm E z C ' ..' G 4 - -------------- ------------ 3-#15 HOOPS--V'� NEW PIPE \— SQUARE OR ROUND COLLAR(MINOR CONC) CONCRETE COLLAR CDG) 06CTT N MG ; 02 7 �( FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET C-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DRAINAGE DETAILS NO SCALE ww �I Lo z O_ 20 DD -1 o a O J O USERNAME => $USER CU 06257 EA 428101 %a� j �� x 0 } w m 0 w w rr w > F - w a Q� 0 Ld F- o 0 Q \ \ 0 t'4l) M __D CD :� 0 M I Z O I ALTERNATIVE PIPE ALLOWABLE PIPE 0 Om x--- W � H p V M QW SPIRAL (Gale) J Z W SIZE z U, U J to W Qw = U0 U M I Z O I ALTERNATIVE PIPE ALLOWABLE PIPE 0 _ x--- P" 0 RATIO IN V M z Q LO SPIRAL (Gale) o SIZE SIZE z BIT COAT (SS) 0" > (N) V) Q (mm) o (mm) M I Z O I ALTERNATIVE PIPE ALLOWABLE PIPE CULVERTS MATERIAL STANDARD JOINTS. DESIGNATION RCP RATIO IN CORRUGATED STEEL (Gale) STEEL RIB SPIRAL (Gale) SIZE SIZE Galy BIT COAT (SS) SIZE BIT COAT (SS) (N) (mm) (mm) (mm) (N) (mm) (mm) (mm) 450 mm APC 450 450 2.8 1.63 450 1.3 600 mm APC 1 600 600 2.8 1.63 600 1.3 NOTES: 1. FOR MINIMUM ALLOWABLE CLASS OF RCP, SEE STANDARD PLAN A62 -D. 2. (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. 3. ALL PIPES SHALL HAVE STANDARD JOINTS. 4. MAXIMUM WATER/CEMENT RATIO IN RCP IS 0.45. ABBREVIATIONS: BIT COAT (SS) - BITUMINOUS COATING SOIL (SOIL SIDES) COB - CITY OF BAKERSFIELD Ent - ENTRANCE SGD - STANDARD GUTTER DEPRESSION Pos - POSITIVE W/ - WITH THICK - THICKNESS DRAINAGE QUANTITIES 11 DISTI COUNTY 061 Ker ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 99 33.5/34.0 2-�f (v V t r( Q?,OFESS10N REGISTERUD CIVIL ENGINEER MICHELE JOHNSON, NO. -C 69116 PLANS APPROVAL DATE it xp.06/30/08 � The State of California or its officers or agents shall not be responsible for the accuracy s> CIVIL P or completeness of electronic copies of this plan qTF pFz� sheets OF CALIF Caltrans now has o web site! To get to the web site, go to, http://www.dot-cc,Gcv CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I i I i I i I i I nr'M O r i r -\ d r)rni Ir - C -r C 0 0 `E is 'se been u``�rs,�;�� ��f U) � �i ('00 C7 r i 1 � C 01 �✓ , � N -7 � M (9 � N DRAINAGE QUANTITIES ri i n99C;7 C A A 001 n1 W L.LJ I< - LL C) z o N > O DQ-1ui a 0 0 (N) (N) (N) (N) (N) (N) J W W F- m W 0 W 0- 06 Z 00 O 0 Q C:� Y J Q F- Z 0Z F_ _ U � W W ^ J Q CC WCC CC '-' W> ~ F__ W F- !- '--' z Q 0 0 U Y z U U ,Q J�. W 0 x tV x W _ W 00 V) � 0 w m w F � F_ U CL U w w w (n 0 U CC o W O > DESCRIPTION STATION W W W uj Lij -! H O z W U (n U Q � Q LL Q LL Q L� Q (n Q U Z W z z o- U '-' O U W z LL F- Q a w F- " WE E EE E �E E E E E E _j U W w O v) U Q -1 N 0 CD U)z co 0 _j x z 0 � oEE o E E E E rr 0 W x Z W a <W0 M� M W O O OO O N O LC O O O O O Ln o O O z O U � O O U U Q r (n x F 4 W 0z a 0z Q 0 Q 0a Q< 0 Q X n M �-- NE O O� �. d' C9 I'� Q0 -3 O O O 0 x - x _ z F- 1---i LU z F- W Z W F-- -QW Z0 < Ld fr= 0 (n QW cr_ 0 (n Q (n Of >_ 0 V) Q x o EA EA EA EA m m m m EA EA EA EA3 m k 9 EA EA m 3 m 2 m m 1 ° 1 REMOVE FES 4.943 Lt FM 98+91.373 D-2 DP -1 1 a 1 b 4.3 Std 0.6 600 mm APC D-2 DP -1 1 b 1 c 1 600 mm AFES 9.009 Lt FM 98+92.767 D-2 DP -1 1 c 1 d 6.51 15.57 RSP D-2 DP -1 1 d 2 ° 1 300 mm ENT TAPER -TYPE 1 6.500 Lt FM 97+40.263 D-2 DP -1 2 a 2 b 7 DD 300 mm CSP DD D-2 DP -1 2 b 2 c 1 300 mm AFES 15.352 Lt FM 97+40.498 D-2 DP -1 2 c 2 d 2.00 6.19 RSP D-2 DP -1 2 d 3 a 0.50 0.27 107 1 0.50 GMP INLET W/PCC APRON 10.946 Lt FM 99+35.075 D-2 DP -1 3 a 3 b 29.2 Std 2.2 450 mm APC D-2 DP -1 3 b 3 c 1 450 mm AFES 32.776 Lt FM 99+56.347 D-3 DP -1 3 c 3 d13.93 10.33 RSP D-3 DP -1 3 d 4 a 1 REMOVE UD 19.823 Rt W 47+99.600 D-3 DP -1 4 a 5 ° 1.36 108 1 1.46 G2 INLET 19.670 Rt W 48+64.006 D-3 DP -1 5 a 5 b 32.4 Std 1 3.4 450 mm APC D-3 DP -1 5 b 5 c 1 3.94 ADJUST INLET TO GRADE 19.100 Rt W 48+97.700 D-3 DP -1 5 c SHEET TOTAL 1 1 1 1 7 0.50 61.6 4.3 1 1 1 1 1.63 215 1 1 12.44 32.09 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I i I i I i I i I nr'M O r i r -\ d r)rni Ir - C -r C 0 0 `E is 'se been u``�rs,�;�� ��f U) � �i ('00 C7 r i 1 � C 01 �✓ , � N -7 � M (9 � N DRAINAGE QUANTITIES ri i n99C;7 C A A 001 n1 W L.LJ I< - LL C) z o N > O DQ-1ui a 0 0 �2 x V-14 CEO a I NOTES: 1. ALL UTILITIES SHOWN NOTED OTHERWISE. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES. POTHOLING SHALL BE DONE A MINIMUM OF 21 DAYS PRIOR TO SCHEDULED GRADING OR UNDERGROUND CONSTRUCTION AT THE LOCATION AND THE ENGINEER SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS OR DISCREPANCIES IMMEDIATELY. 2. EXCEPT WHERE POTHOLING IS INDICATED, LOCATION OF UTILITIES IS APPROXIMATE. INFORMATION SHOWN IS BASED ON OWNER'S RECORD . CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND DEPTHS OF EXISTING UTILITIETHAT ARE NOT POTHOLED S BEFORE BEGINNING CONSTRUCTION. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. UTILITY COMPANIES AND USA SHALL BE NOTIFIED 48 HOURS PRIOR TO EXCAVATION WITHIN THE PROJECT AREA.(USA 800-642-2444) 3. UTILITY OWNERSHIP ON THE PROJECT ELECTRIC GAS WATER SEWER TELECOMMUNICATION TELEPHONE OIL PG&E PG&E CALIFORNIA WATER SERVICE CITY OF BAKERSFIELD AT&T AT&T MOBIL OIL 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE INCURRED DURING CONSTRUCTION TO SERVICE LATERALS (GAS, WATER, ELECTRIC, CABLE/TV, TELEPHONE, ETC.) WHICH MAY OR MAY NOT BE SHOWN ON THESE PLANS. CONTRACTOR WITH UTILITY COMPANIES AND USA AND HAVE THEM MARK SE LATERALS. 5. CONTRACTOR SHALL COORDINATE ANY ADJUSTMENT, REPLACEMENT, OR RELOCATION OF UNDERGROUND FACILITIES IN THE CONSTRUCTION AREA WITH THE UTILITY 6. CONTRACTOR SHALL REMOVE ALL USA MARKINGS AS SOON AS THEY ARE NO LONGER NEEDED. REMOVAL OF PAINT SHALL BE BY HIGH WATER PRESSURE METHOD ONLY. - ABBREVIATIONS: AT&T AMERICAN TELEPHONE &TELEGRAPH HP HIGH PRESSURE KV KILOVOLT USA UNDERGROUND SERVICE ALERT PG&E PACIFIC GAS &ELECTRIC COMPANY I I etric A DIST COUNTY ROUTE I KILO OST SHEETI TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 � 33.5/34.0 25 I (") G %'q ) I 2-/- 67 OV E S S jo/V t2&4_�� REGISTFRtD� CIVIL ENGINEER 11 <,, I,/ IC11 I 1__1 0 MICHELE JOHNSON , �, 9 h 7 k)-+ 0 �� - uJ No. C 69116 rn PLANS APP DATE Or - �� xp. -1 The State of California or its officers or 4( xi, agents shall not be responsible for the accuracy ,� CIVIL %,Y- / or completeness of electronic copies of this plan )�_ ()F- CALIF sheet. Caltrans now has G web site! 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Q11 - - __ ��_ __�-�-_ � - - I __ , \_11 / � ) ; I - I - "I I , I � , - � __1 - � I , --------- - U I At - _ - - .---- --------- � 1, - � __ - ____ - , , �- F 1-1 1 _____ - I � I Z I -i-\ ! R /W THIS PLAN ACCURATE FOR UTILITY WORK ONLY I FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I I nr'N I F__ T I E' -\ d_10 17 ni I CC T Wk ,4 'Wo , uj Ld r 0 Li Ld V) __ , __ __, ____ ____ ALL DIMENSIONS ARE IN T hi esa pans o .I I .1�� �­, � � METERS UNLESS OTHERWISE SHOWN 0607 -NMC. -C2`7 - LA Encraacsh�mne � , �,:, -�­.. 1, I'll . -1. --1 UTILITY PLAN � D /-?//? I /11z 0 f/i�_r_ � " _', �-X3- f7 2 0�,A , L, I ­­­­ - .1.1 -1-11 �:, � � " 0 U -1 Q� 0 i �- I 0 <0 1 _j 0 - - --- � CH 06257 �FA 4?A101 1Q,# �.S: - / , � ,:;,,,,, � r') Ld )_ < V) co 0 t --- I X--- > 0 Ld Ld Q� 0 k__4 Ld > I— Lli < Iz 0 LLJ Lr) Lr) F_ (D p) 1-1 I-, < M (D <D --D (-D 0 3: 12 n V-14 CEO a I NOTES: 1. ALL UTILITIES SHOWN NOTED OTHERWISE. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES. POTHOLING SHALL BE DONE A MINIMUM OF 21 DAYS PRIOR TO SCHEDULED GRADING OR UNDERGROUND CONSTRUCTION AT THE LOCATION AND THE ENGINEER SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS OR DISCREPANCIES IMMEDIATELY. 2. EXCEPT WHERE POTHOLING IS INDICATED, LOCATION OF UTILITIES IS APPROXIMATE. INFORMATION SHOWN IS BASED ON OWNER'S RECORD . CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND DEPTHS OF EXISTING UTILITIETHAT ARE NOT POTHOLED S BEFORE BEGINNING CONSTRUCTION. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. UTILITY COMPANIES AND USA SHALL BE NOTIFIED 48 HOURS PRIOR TO EXCAVATION WITHIN THE PROJECT AREA.(USA 800-642-2444) 3. UTILITY OWNERSHIP ON THE PROJECT ELECTRIC GAS WATER SEWER TELECOMMUNICATION TELEPHONE OIL PG&E PG&E CALIFORNIA WATER SERVICE CITY OF BAKERSFIELD AT&T AT&T MOBIL OIL 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE INCURRED DURING CONSTRUCTION TO SERVICE LATERALS (GAS, WATER, ELECTRIC, CABLE/TV, TELEPHONE, ETC.) WHICH MAY OR MAY NOT BE SHOWN ON THESE PLANS. CONTRACTOR WITH UTILITY COMPANIES AND USA AND HAVE THEM MARK SE LATERALS. 5. CONTRACTOR SHALL COORDINATE ANY ADJUSTMENT, REPLACEMENT, OR RELOCATION OF UNDERGROUND FACILITIES IN THE CONSTRUCTION AREA WITH THE UTILITY 6. CONTRACTOR SHALL REMOVE ALL USA MARKINGS AS SOON AS THEY ARE NO LONGER NEEDED. REMOVAL OF PAINT SHALL BE BY HIGH WATER PRESSURE METHOD ONLY. - ABBREVIATIONS: AT&T AMERICAN TELEPHONE &TELEGRAPH HP HIGH PRESSURE KV KILOVOLT USA UNDERGROUND SERVICE ALERT PG&E PACIFIC GAS &ELECTRIC COMPANY I I etric A DIST COUNTY ROUTE I KILO OST SHEETI TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 � 33.5/34.0 25 I (") G %'q ) I 2-/- 67 OV E S S jo/V t2&4_�� REGISTFRtD� CIVIL ENGINEER 11 <,, I,/ IC11 I 1__1 0 MICHELE JOHNSON , �, 9 h 7 k)-+ 0 �� - uJ No. C 69116 rn PLANS APP DATE Or - �� xp. -1 The State of California or its officers or 4( xi, agents shall not be responsible for the accuracy ,� CIVIL %,Y- / or completeness of electronic copies of this plan )�_ ()F- CALIF sheet. Caltrans now has G web site! To get to the web site, go to: http://www.dot.co.gov CITY OF BAKERSFIELD I 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 2010 CROW CANYON PLACE, SUITE 350 SAN , CA 94583 t --- I 1, I - i .. i I � -, V � - - � �0 �� , 1 i , , � I . i . , W - - I -_ - - - 1, 4 I I ,_ -- - � I t ! / ­1�1 I -- - _ I - , I I _-1- ! i i tI.,j ! - 1-1 � i I 1__V� 0( ;�",� i Z' i 1 !�, �j 1 1 ! 1 1 � iI 1 1 X -- i I - - �11' i -_ ---.---- - 7 i i - I I C�� I , - � 1--,j 1, i 1 1 �,� � - - I t --- � ! C� - 1� � -11 I I 1i I � I j t . i ti", 1_q _ I _-_ -, i (,i - ! / 1 1 I ! � --! �: : - � , --- �_ - _-:�, - C __ i ; -_ I � 1 � I - -_ - 11 , � , , - -- , ! -, - _� - , �, ---. i I I t I , `4 1 t I . I ­ i -, , t : ii , , i I i - � ------- 11 - - --L--- � i . 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Q11 - - __ ��_ __�-�-_ � - - I __ , \_11 / � ) ; I - I - "I I , I � , - � __1 - � I , --------- - U I At - _ - - .---- --------- � 1, - � __ - ____ - , , �- F 1-1 1 _____ - I � I Z I -i-\ ! R /W THIS PLAN ACCURATE FOR UTILITY WORK ONLY I FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I I nr'N I F__ T I E' -\ d_10 17 ni I CC T Wk ,4 'Wo , uj Ld r 0 Li Ld V) __ , __ __, ____ ____ ALL DIMENSIONS ARE IN T hi esa pans o .I I .1�� �­, � � METERS UNLESS OTHERWISE SHOWN 0607 -NMC. -C2`7 - LA Encraacsh�mne � , �,:, -�­.. 1, I'll . -1. --1 UTILITY PLAN � D /-?//? I /11z 0 f/i�_r_ � " _', �-X3- f7 2 0�,A , L, I ­­­­ - .1.1 -1-11 �:, � � " 0 U -1 Q� 0 i �- I 0 <0 1 _j 0 - - --- � CH 06257 �FA 4?A101 1Q,# �.S: - / , � ,:;,,,,, � F_ 'r < 0 -r X--- P-4 0 V) z x W < > (f) 0 M Z 0 � > 0-1 V) < W r-) 0 V-14 CEO a I NOTES: 1. ALL UTILITIES SHOWN NOTED OTHERWISE. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES. POTHOLING SHALL BE DONE A MINIMUM OF 21 DAYS PRIOR TO SCHEDULED GRADING OR UNDERGROUND CONSTRUCTION AT THE LOCATION AND THE ENGINEER SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS OR DISCREPANCIES IMMEDIATELY. 2. EXCEPT WHERE POTHOLING IS INDICATED, LOCATION OF UTILITIES IS APPROXIMATE. INFORMATION SHOWN IS BASED ON OWNER'S RECORD . CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND DEPTHS OF EXISTING UTILITIETHAT ARE NOT POTHOLED S BEFORE BEGINNING CONSTRUCTION. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. UTILITY COMPANIES AND USA SHALL BE NOTIFIED 48 HOURS PRIOR TO EXCAVATION WITHIN THE PROJECT AREA.(USA 800-642-2444) 3. UTILITY OWNERSHIP ON THE PROJECT ELECTRIC GAS WATER SEWER TELECOMMUNICATION TELEPHONE OIL PG&E PG&E CALIFORNIA WATER SERVICE CITY OF BAKERSFIELD AT&T AT&T MOBIL OIL 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE INCURRED DURING CONSTRUCTION TO SERVICE LATERALS (GAS, WATER, ELECTRIC, CABLE/TV, TELEPHONE, ETC.) WHICH MAY OR MAY NOT BE SHOWN ON THESE PLANS. CONTRACTOR WITH UTILITY COMPANIES AND USA AND HAVE THEM MARK SE LATERALS. 5. CONTRACTOR SHALL COORDINATE ANY ADJUSTMENT, REPLACEMENT, OR RELOCATION OF UNDERGROUND FACILITIES IN THE CONSTRUCTION AREA WITH THE UTILITY 6. CONTRACTOR SHALL REMOVE ALL USA MARKINGS AS SOON AS THEY ARE NO LONGER NEEDED. REMOVAL OF PAINT SHALL BE BY HIGH WATER PRESSURE METHOD ONLY. - ABBREVIATIONS: AT&T AMERICAN TELEPHONE &TELEGRAPH HP HIGH PRESSURE KV KILOVOLT USA UNDERGROUND SERVICE ALERT PG&E PACIFIC GAS &ELECTRIC COMPANY I I etric A DIST COUNTY ROUTE I KILO OST SHEETI TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 � 33.5/34.0 25 I (") G %'q ) I 2-/- 67 OV E S S jo/V t2&4_�� REGISTFRtD� CIVIL ENGINEER 11 <,, I,/ IC11 I 1__1 0 MICHELE JOHNSON , �, 9 h 7 k)-+ 0 �� - uJ No. C 69116 rn PLANS APP DATE Or - �� xp. -1 The State of California or its officers or 4( xi, agents shall not be responsible for the accuracy ,� CIVIL %,Y- / or completeness of electronic copies of this plan )�_ ()F- CALIF sheet. Caltrans now has G web site! 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I /11z 0 f/i�_r_ � " _', �-X3- f7 2 0�,A , L, I ­­­­ - .1.1 -1-11 �:, � � " 0 U -1 Q� 0 i �- I 0 <0 1 _j 0 - - --- � CH 06257 �FA 4?A101 1Q,# �.S: - / , � ,:;,,,,, � X Z 0 Q C> X Z Q LL C> Z LLJ Q 0- LLJI Z 0 U LL_ X LLJ Q 06 ,s �, t r =-> - _...1 °v fly �".�a t •%` 6 V ; � °moi ' r� f j r � 1) _ -tri .� / R E of f 7 The i - _ ".' ~ '� r )'• j ! _-� _ r It l -,•fa.. ,''� �` i ,r+' i/ ° �, f r{ 'x"_i--"_- agen _. .,,w - rf < r, - ' it i i i r�r n l t l i i '} i.� �-� 1 J J 1 `� _ / ( i\• ; I �` �---�_ -- �{} .r� -• ; 1 /`�-�_.d l` %r _..�; I' Cry r _ i `'�-!rte ' t� , t -� rug ;` i or c 1, I 1 j� 'f sheet -' -. % — _- <n, ^-, 7 - -.. " int L: -' � ! 1 j , --• CU t� t --• t I f 1 j '�" f l j i f C,; l Caltr �n _�` , fn tt r --..� i` r Lam' �� ! °� I - °' _'-~ ;.�,' '—'—""y-.•. •' I ! i C� 2 I �, ca-- ` B0 } _ I• - _ ~'""'^- i;l I 1 ,'" I f' j -" n - `"'— _..n.,.^-.,�i f-� ,r/ �/ \L\•',\ , T Us ` ` 201 --' -- i'it S A — i �� �� i l f i j' f , 07 TVrA_ vi lr "`—_ _t" �- j c,{j t • < l Z�� �s ! I �f cb c,r 77 A0 '-- _� _ v _ PQ LTJ ,�r�✓L_ _ - 1__ —` - .__-_ _ __. _-.,— - _ - C3) i� - y J . f i rl% _ k. i ,a u OF 1. 00 (A On j _ 94 - - ._._ n 7, , r — _ — — - -- - �>a ��— 97 250 mm HP GAS I, -- -- _ — -- - — - --- -- R� Y rsrt H I G I -S F A C I L- - --- ROUTE 99 4° _ - _ , — c �y u Li n _ - _ aLIJ _ / / t LLj W +wJ c w ,r � 1 1 = - - - / — - -�- -- -- - -- I LLJW CID Lij (i7 . .ra Ld Ij r� r_0.,. m — - 17�_ - -- - _ _ ,v I - � /fy \�� --' c�.' it � � � /� � � 91 4�1 if 8 - ` i_ f <-j , _ , _ ! r i it {�� ��w y�� v �V �A i Gt r %` I .,_` i '"'i y/ ! r �r l• t +- \ `.., \ \_`\- �/ / j t f ��; r , r, / Aj -AW TVI A 02 �,!'�' i — i _ qe \_ ~ �\ �\• _= I i /C» �r 1 't i - y t i ° —4S i_ — --- _-- "—._ __ —. — _— __— y -�� __ ' _ — 1 �- — ._. _ _--- —! -—:_ _� ' — ._ _ ,'1-}._' �_ I , , / /+ 'S / `r, t• ��\�`-s\.. - \� ��� 9 ri �i / it ', 21 11 1� OH p r' F_ f / , E L E C' �'R I C A L co 10) Co Xx L. / I � •7: .,, _ " - ` \ �� `\�� -��� \ i �''� '^, \� '�` "'-""_i...`.---' � .i •� % �: j� � •mss _ {` a y \ FOR NOTES, A-BBREVIAfiION-5...__ ! I AND/0R LEGEND,~ SEE SHE_E_ T U THIS PLAN ACCURATE FOR UTILITY WORK ONLY - FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I ( I I I I I nr_nl G• t 1 r -`s <tQCnI ICcr COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Ker 99 33.5/34.0 2� Zlt 6 Q�OFESSJp� GISTER D CIVIL ENGINEER �o q� MICHELE JOHNSON z No. C 69116 PL APPROVAL DATE 06/30/08 State of California or its officers or xp' is shall not be responsible for the accuracy CIVIL P ompleteness of electronic copies of this plan 9TF pFz�� OF CALIF ns now has a web site! To et to the web site o t • htt •/ a g , g o. p. /www•dot,ca•gov TY OF BAKERSFIELD 01 TRUXTUN AVENUE KERSFIELD, CA 93301 Y LIN INTERNATIONAL ; CCS 0 CROW CANYON PLACE, SUITE 350 N RAMON, CA 94583 C N ..n.. - .,.... �. ... ... � •1�f A1C -,c ^. r.`•, 5•r ,v''�: f' "f1 Obo IJ MC, --027LI N -/3- � r 11 Lf) a o0 00 �.. _.. „ . _ _ • A.A_� 00 M I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ww CU 06257 UTILITY PLAN SCALE 1500 0 0 > O ULj �O a O O EA 428101 --D r) W S L Q / v `f' X_-- CD W co Q z 0 W W LLI R (n C) LLI �I V) Ld LL1 Q Up U X W Lfi V) Q Ld0 QO O Z 0 Q C> X Z Q LL C> Z LLJ Q 0- LLJI Z 0 U LL_ X LLJ Q 06 ,s �, t r =-> - _...1 °v fly �".�a t •%` 6 V ; � °moi ' r� f j r � 1) _ -tri .� / R E of f 7 The i - _ ".' ~ '� r )'• j ! _-� _ r It l -,•fa.. ,''� �` i ,r+' i/ ° �, f r{ 'x"_i--"_- agen _. .,,w - rf < r, - ' it i i i r�r n l t l i i '} i.� �-� 1 J J 1 `� _ / ( i\• ; I �` �---�_ -- �{} .r� -• ; 1 /`�-�_.d l` %r _..�; I' Cry r _ i `'�-!rte ' t� , t -� rug ;` i or c 1, I 1 j� 'f sheet -' -. % — _- <n, ^-, 7 - -.. " int L: -' � ! 1 j , --• CU t� t --• t I f 1 j '�" f l j i f C,; l Caltr �n _�` , fn tt r --..� i` r Lam' �� ! °� I - °' _'-~ ;.�,' '—'—""y-.•. •' I ! i C� 2 I �, ca-- ` B0 } _ I• - _ ~'""'^- i;l I 1 ,'" I f' j -" n - `"'— _..n.,.^-.,�i f-� ,r/ �/ \L\•',\ , T Us ` ` 201 --' -- i'it S A — i �� �� i l f i j' f , 07 TVrA_ vi lr "`—_ _t" �- j c,{j t • < l Z�� �s ! I �f cb c,r 77 A0 '-- _� _ v _ PQ LTJ ,�r�✓L_ _ - 1__ —` - .__-_ _ __. _-.,— - _ - C3) i� - y J . f i rl% _ k. i ,a u OF 1. 00 (A On j _ 94 - - ._._ n 7, , r — _ — — - -- - �>a ��— 97 250 mm HP GAS I, -- -- _ — -- - — - --- -- R� Y rsrt H I G I -S F A C I L- - --- ROUTE 99 4° _ - _ , — c �y u Li n _ - _ aLIJ _ / / t LLj W +wJ c w ,r � 1 1 = - - - / — - -�- -- -- - -- I LLJW CID Lij (i7 . .ra Ld Ij r� r_0.,. m — - 17�_ - -- - _ _ ,v I - � /fy \�� --' c�.' it � � � /� � � 91 4�1 if 8 - ` i_ f <-j , _ , _ ! r i it {�� ��w y�� v �V �A i Gt r %` I .,_` i '"'i y/ ! r �r l• t +- \ `.., \ \_`\- �/ / j t f ��; r , r, / Aj -AW TVI A 02 �,!'�' i — i _ qe \_ ~ �\ �\• _= I i /C» �r 1 't i - y t i ° —4S i_ — --- _-- "—._ __ —. — _— __— y -�� __ ' _ — 1 �- — ._. _ _--- —! -—:_ _� ' — ._ _ ,'1-}._' �_ I , , / /+ 'S / `r, t• ��\�`-s\.. - \� ��� 9 ri �i / it ', 21 11 1� OH p r' F_ f / , E L E C' �'R I C A L co 10) Co Xx L. / I � •7: .,, _ " - ` \ �� `\�� -��� \ i �''� '^, \� '�` "'-""_i...`.---' � .i •� % �: j� � •mss _ {` a y \ FOR NOTES, A-BBREVIAfiION-5...__ ! I AND/0R LEGEND,~ SEE SHE_E_ T U THIS PLAN ACCURATE FOR UTILITY WORK ONLY - FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I ( I I I I I nr_nl G• t 1 r -`s <tQCnI ICcr COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Ker 99 33.5/34.0 2� Zlt 6 Q�OFESSJp� GISTER D CIVIL ENGINEER �o q� MICHELE JOHNSON z No. C 69116 PL APPROVAL DATE 06/30/08 State of California or its officers or xp' is shall not be responsible for the accuracy CIVIL P ompleteness of electronic copies of this plan 9TF pFz�� OF CALIF ns now has a web site! To et to the web site o t • htt •/ a g , g o. p. /www•dot,ca•gov TY OF BAKERSFIELD 01 TRUXTUN AVENUE KERSFIELD, CA 93301 Y LIN INTERNATIONAL ; CCS 0 CROW CANYON PLACE, SUITE 350 N RAMON, CA 94583 C N ..n.. - .,.... �. ... ... � •1�f A1C -,c ^. r.`•, 5•r ,v''�: f' "f1 Obo IJ MC, --027LI N -/3- � r 11 Lf) a o0 00 �.. _.. „ . _ _ • A.A_� 00 M I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ww CU 06257 UTILITY PLAN SCALE 1500 0 0 > O ULj �O a O O EA 428101 --D v Q S L Q / v S X_-- W co Q z Q 1 ,I J z LLI R (n C) U �I V) Ld Q LLI y Up U Z 0 Q C> X Z Q LL C> Z LLJ Q 0- LLJI Z 0 U LL_ X LLJ Q 06 ,s �, t r =-> - _...1 °v fly �".�a t •%` 6 V ; � °moi ' r� f j r � 1) _ -tri .� / R E of f 7 The i - _ ".' ~ '� r )'• j ! _-� _ r It l -,•fa.. ,''� �` i ,r+' i/ ° �, f r{ 'x"_i--"_- agen _. .,,w - rf < r, - ' it i i i r�r n l t l i i '} i.� �-� 1 J J 1 `� _ / ( i\• ; I �` �---�_ -- �{} .r� -• ; 1 /`�-�_.d l` %r _..�; I' Cry r _ i `'�-!rte ' t� , t -� rug ;` i or c 1, I 1 j� 'f sheet -' -. % — _- <n, ^-, 7 - -.. " int L: -' � ! 1 j , --• CU t� t --• t I f 1 j '�" f l j i f C,; l Caltr �n _�` , fn tt r --..� i` r Lam' �� ! °� I - °' _'-~ ;.�,' '—'—""y-.•. •' I ! i C� 2 I �, ca-- ` B0 } _ I• - _ ~'""'^- i;l I 1 ,'" I f' j -" n - `"'— _..n.,.^-.,�i f-� ,r/ �/ \L\•',\ , T Us ` ` 201 --' -- i'it S A — i �� �� i l f i j' f , 07 TVrA_ vi lr "`—_ _t" �- j c,{j t • < l Z�� �s ! I �f cb c,r 77 A0 '-- _� _ v _ PQ LTJ ,�r�✓L_ _ - 1__ —` - .__-_ _ __. _-.,— - _ - C3) i� - y J . f i rl% _ k. i ,a u OF 1. 00 (A On j _ 94 - - ._._ n 7, , r — _ — — - -- - �>a ��— 97 250 mm HP GAS I, -- -- _ — -- - — - --- -- R� Y rsrt H I G I -S F A C I L- - --- ROUTE 99 4° _ - _ , — c �y u Li n _ - _ aLIJ _ / / t LLj W +wJ c w ,r � 1 1 = - - - / — - -�- -- -- - -- I LLJW CID Lij (i7 . .ra Ld Ij r� r_0.,. m — - 17�_ - -- - _ _ ,v I - � /fy \�� --' c�.' it � � � /� � � 91 4�1 if 8 - ` i_ f <-j , _ , _ ! r i it {�� ��w y�� v �V �A i Gt r %` I .,_` i '"'i y/ ! r �r l• t +- \ `.., \ \_`\- �/ / j t f ��; r , r, / Aj -AW TVI A 02 �,!'�' i — i _ qe \_ ~ �\ �\• _= I i /C» �r 1 't i - y t i ° —4S i_ — --- _-- "—._ __ —. — _— __— y -�� __ ' _ — 1 �- — ._. _ _--- —! -—:_ _� ' — ._ _ ,'1-}._' �_ I , , / /+ 'S / `r, t• ��\�`-s\.. - \� ��� 9 ri �i / it ', 21 11 1� OH p r' F_ f / , E L E C' �'R I C A L co 10) Co Xx L. / I � •7: .,, _ " - ` \ �� `\�� -��� \ i �''� '^, \� '�` "'-""_i...`.---' � .i •� % �: j� � •mss _ {` a y \ FOR NOTES, A-BBREVIAfiION-5...__ ! I AND/0R LEGEND,~ SEE SHE_E_ T U THIS PLAN ACCURATE FOR UTILITY WORK ONLY - FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I ( I I I I I nr_nl G• t 1 r -`s <tQCnI ICcr COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Ker 99 33.5/34.0 2� Zlt 6 Q�OFESSJp� GISTER D CIVIL ENGINEER �o q� MICHELE JOHNSON z No. C 69116 PL APPROVAL DATE 06/30/08 State of California or its officers or xp' is shall not be responsible for the accuracy CIVIL P ompleteness of electronic copies of this plan 9TF pFz�� OF CALIF ns now has a web site! To et to the web site o t • htt •/ a g , g o. p. /www•dot,ca•gov TY OF BAKERSFIELD 01 TRUXTUN AVENUE KERSFIELD, CA 93301 Y LIN INTERNATIONAL ; CCS 0 CROW CANYON PLACE, SUITE 350 N RAMON, CA 94583 C N ..n.. - .,.... �. ... ... � •1�f A1C -,c ^. r.`•, 5•r ,v''�: f' "f1 Obo IJ MC, --027LI N -/3- � r 11 Lf) a o0 00 �.. _.. „ . _ _ • A.A_� 00 M I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ww CU 06257 UTILITY PLAN SCALE 1500 0 0 > O ULj �O a O O EA 428101 — Q / v S X_-- V) V z > (n 0 z V) Q Ld0 Z 0 Q C> X Z Q LL C> Z LLJ Q 0- LLJI Z 0 U LL_ X LLJ Q 06 ,s �, t r =-> - _...1 °v fly �".�a t •%` 6 V ; � °moi ' r� f j r � 1) _ -tri .� / R E of f 7 The i - _ ".' ~ '� r )'• j ! _-� _ r It l -,•fa.. ,''� �` i ,r+' i/ ° �, f r{ 'x"_i--"_- agen _. .,,w - rf < r, - ' it i i i r�r n l t l i i '} i.� �-� 1 J J 1 `� _ / ( i\• ; I �` �---�_ -- �{} .r� -• ; 1 /`�-�_.d l` %r _..�; I' Cry r _ i `'�-!rte ' t� , t -� rug ;` i or c 1, I 1 j� 'f sheet -' -. % — _- <n, ^-, 7 - -.. " int L: -' � ! 1 j , --• CU t� t --• t I f 1 j '�" f l j i f C,; l Caltr �n _�` , fn tt r --..� i` r Lam' �� ! °� I - °' _'-~ ;.�,' '—'—""y-.•. •' I ! i C� 2 I �, ca-- ` B0 } _ I• - _ ~'""'^- i;l I 1 ,'" I f' j -" n - `"'— _..n.,.^-.,�i f-� ,r/ �/ \L\•',\ , T Us ` ` 201 --' -- i'it S A — i �� �� i l f i j' f , 07 TVrA_ vi lr "`—_ _t" �- j c,{j t • < l Z�� �s ! 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I AND/0R LEGEND,~ SEE SHE_E_ T U THIS PLAN ACCURATE FOR UTILITY WORK ONLY - FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I ( I I I I I nr_nl G• t 1 r -`s <tQCnI ICcr COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Ker 99 33.5/34.0 2� Zlt 6 Q�OFESSJp� GISTER D CIVIL ENGINEER �o q� MICHELE JOHNSON z No. C 69116 PL APPROVAL DATE 06/30/08 State of California or its officers or xp' is shall not be responsible for the accuracy CIVIL P ompleteness of electronic copies of this plan 9TF pFz�� OF CALIF ns now has a web site! To et to the web site o t • htt •/ a g , g o. p. /www•dot,ca•gov TY OF BAKERSFIELD 01 TRUXTUN AVENUE KERSFIELD, CA 93301 Y LIN INTERNATIONAL ; CCS 0 CROW CANYON PLACE, SUITE 350 N RAMON, CA 94583 C N ..n.. - .,.... �. ... ... � •1�f A1C -,c ^. r.`•, 5•r ,v''�: f' "f1 Obo IJ MC, --027LI N -/3- � r 11 Lf) a o0 00 �.. _.. „ . _ _ • A.A_� 00 M I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN ww CU 06257 UTILITY PLAN SCALE 1500 0 0 > O ULj �O a O O EA 428101 9 x x x Z 0 Cl- cn Q F— I I I Z SW Q ClW 0 I 0 Q O W Q V)ti4l I I rn I I I +- I I I (I0 1 1 I sT I I I a) I I 4- I I I I I 1 rn I I I a) 6-102 mmI TELECOM + 0 I U) I I . DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS a , 1 i ! A / , / 1 t - - 06 Ker 99 33.5/34.0 2-7 40 ,60 // / J i 1 I i '. 4 �4' �f , i `� i? �J , i 3. `_3F i 1 �4 h 1 , L'3 i itt ' 1 i 4p i, , // % i \ _ i \ // 1 t \ \ ® i /, \ / /`r( V _ ,> t `'',` I. � t 4 r® ( 4. L. ' � � �pF E S S Ic \/ t �, v 1 REGISTE E CIVIL ENGINEER q �\ /i ��o11 1 t �-'� . ' / "/ . '.� / 1 , , - . / 1 , / ' . a ^ ° �'•) 1 -'. 3 . `� 's �.`' 3 ```\ 1 �' 4 1a { �L! t ;� ,,' "�' �'. o �t 27 �G� �I / / / <, + I '; MICHELE JOHNSON /j �'/ / " C 69116 m \ i \ \�L-1 /I --� / D --f \ / /�/� ` %\ '� Y� ��� �� 1` A PLANS APPROVAL DATE No. 06/30/08 i , I t v \ E) \ / / c,� - Q 11 a '� �'4, l� 1'`,1 �� 1h4°43 �?4` 8 A,14;vR`�; `� ', xp 4 % j �-+ 1 _ ' ° 1 ' ? The State of California or its officers orit \ `\ - \ �_ y t \ < \ \ j ; I. //'� ', ' 4 , �` ! \ agents shall not be responsible for the accuracy S�, CIVIL \P \� - / f / %" /' _._ . % \ W `l � ,{ i \ F�\ or comp/eteness of electronic copies of this p/an of CALIV 'v '- / / ! / /'' i ��_ __ - -- �� __% � l t iI i .� ! is \ A , sheet. �� I I \ i �' / < / ,/ i a •r` "', ^ L _`} _ ,�_- �' ! 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II ; , ,', - ,,,, ,, ,, 1 0,1 #,7. 13.E _- 1._.i� -I� TE 350 ,� 1\� �; }� \ \� '� �� t 4`� 2010 CROW CANYON PLACE, ", S U I '"' 4 , " I /l 1 ti' ,, ;� i %, , � \ ; ' °� SAN RAMON CA 94583 iIli / I � ' i // it l + • l ,_ ' \ ..//lI itI � � j . I _ 58 13 ° 63 \� 1 I 11 �i _ . t ') 6 .; J� ,, � . 0 P ` ! 1 1 ,12 r� �1 � F 7 {j 1 3 i \� 1 G� , q AAA 1 p' i �? T.A.I.i` /i (� iii` lr 1 1 j 11,r �\ \I 11 ! % % i+ f' i/� l f n \ \ i y � ..�' .VN�� o \1 i 11f Ii 1 I ,it k, (, rj j r x \ 1 y l q ���\ -. % ,/ ; IIIy !;� i ?'! I Ir r , aI. 1 ? \ ' 1 1 fit" , t ) ' 1 1 �? \ 2 .� ` 1 . '4'� S , ., >3 ; \� -8-o , \ 4 \ T 1 �> L 1 1 ° C ^s _, . -____ /, ,', �, z u t!i li � 6 . Q ii ! ! 3 , `a 1 Li 1 1 _ , F - 3 , r . 1 . � ' 1 : , ° '•, ` 1 4 , 8 1 4+ . _ r`' ,, \` \ ;t \ . q b !. � , ` moi / 1 4 . 1 b I 1 , , . „� I I i . 4. 9 ii ,� , t i r �{ v �► 5 �� $ '�. ', _ v \ 1 2 K V I �, ---- i I - �,; i Fi ; '; 7 6 m m H P GAS t 1 y, t °, � , ---- ELECTRICAL 1 1 2 KV -_- ? �;, i �,'�_. �.�,� A �\ — :,, ! 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I ," 1 e. -,-�- ._ �, ..-._._� . _,.�. 1: I`, �� �� z z r \- 1 1 �� 1 CY; I 11 a4SJ I (` I f/' - ° --_= - -m m ------- - °+ -fes - ___ \ -- \ - -\-- ��� \ .y 3 - - i ' 1 I I ;1 Ir� —WATER ; X X 11 Ld z LIJ .............. ------------- ------------- ---------- ------------- ...... 118 - -------------------- - ...... -------------- ------------- ------------- -------------- ------------- ------------- -------------- ------------ ------------- ------------- --------- ------------- ------------- -------------- -------------- ------------- ------------- ------- ------ ----------- -- -------- 00M0 0) 00 ------------- ------------------------------------------------------------------------ -------------- ---------------------------- ----------------------------------------------------------- -------------- -------------- -------------- ------------------------------- ------ ----- -------------- -------------- --------- --- -------------- -------------- ------------- ------------- -------------- ------- -------------- (\j 00 o + LLJ U) ------------------------- ------------------ ............. --------- -------------- ............. ----------- 1� -------- ............... --------- --------------------------- --------- -- ------------- ----- ---------------- ------------- -------------- : 116 -------------- ....... ...... -------------- ------------- ------- > FG C\j o Ld Lu rr V)0 -------------------------- ---------------------------- --- ---------- --- ---- ----- ------------- --- ---------- ------------------------------------------- 4 ------------------------------------ ---------- --- --- ------------- ------------ -------------- ------------- ------------- -------------- -------------- ------------- > ----------- --------------------------- -------------- ----------- Ld OG 4 c> p 114 -------------- ---------------------------- --------------------------- ------------ --------------------- ............ ------ ...... -------------- -------------- I --------- . .............. 1- \ ---------- ------------- ------------------------- x ---------------- ------------- -------------- ------ ----------------- C3 6 -7 V) CD Ld 0 r) ------------- ----- ------- ------------ ------- -------------- ------------- ------------- -------------- ----------- ------------- -------------- ---------- ------------- .......... --------------- .......... ----------- ---------- ....... --------- -------------- --------- LLJ ------------- ------------- ------------- ------------- ----------- ------ ----- V) 10 co >- 7 LLJ -'------- ------------------------------------------ --------- -- ------------112C - - - ----------- --------- ------- V) 250 mrh HP Gas ... -----------...........-----------............. ...... --------------------------------- ....I----------- ----------- I---- .................-----------------...------ -------- ---------- -------------------------------------------- ----< C 40 m --- ---Ccs T n -g-------- -------- 110 I -4 K9 X 111 0=181 < A V) W CD Z Ld < 0 "T Z 0 U) U) 0 0-4 > V) Ld 0 < K9 X 111 0=181 PROFILE SCALE: 1:500 HORIZ 1:50 VERT WHITE-- LANE 1 1 3 93? 4 1 L'4 a ° 0771- ------ T AJ fi 1 3. 4.4 14063 -4\15.13 8 1 17�4'j 1 3 -�---914 ttA. 20,jl Vj Z� ......... .. ..................... ........ . p R /W 7 5 83 hT -ie— 12+00 LINE, 4 2G 07- 120 20.0 —7- 9 -4-9. 4 4 1-2-e 4 1 20.6-- 0, 4, 2/0 2 4 *18 7' _0 07 - --- ------- 3. 2 6h, .241 i 1 4 :5 0 '.`\ �' .- �.,--� � ' i 5 � 1 0 ------ 1 i 4 2 ---1 2. 71 0 iA 6 It ILj r -J 13 2 3.06 C) rn it u) -73 .2 43 R 3. 8, 1 Tx 80 0) 3.Z 3 2 7 e L 4- 0: -5 �\ I' ' ! I - -) C1 \`� -4 1 i 79 i®3, 7 3o14 1- 15 13-79 ChW -7- -F�F W . . ........................ .. .. doh i -7 ----- ---- I r) ,4 Q) < 1 12. ,�I 4 3,2i v� -2k, 2 1�2 7 ILI) F— r7 250 HP GAS / i j'° ` \� \' -� ' ` ' --- H I G RIS "ACILITY 9 i 1 00 11 .27 13 0 4 3 17 2.9' 7 0 - i X- 87 1 1 A 92 4.11 i 4 01 11 F— IAi '5, 7 C. 3.9 7 113cl�! 2P -5x 7 `21 13. t\ 0 47 3. 7 8 50 113 13.33 3 1 13.56 47 13. �33 W�+* PLAN SCALE: 1500 THIS PLAN ACCURATE FOR UTILITIES ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I � F)('Nl C- T I C" -\ <L11)C"n1 IUCT W 13+00 DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 ZS Co 216 ?\Of SS10 ti REGISTER'Sj CIVIL ENGINEER 0 MICHELE JOHNSON — No- C 69116 M PLANS APPROVAL DATE xp.06/30/08 The State of California or its officers or agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan CALIF sheet. Caltrans now has G web site! To get to the web site, go to. http.://www.dot."-G.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 K I/'% -r r- a SEE UD -2 FOR 250 mm HP GAS POTHOLE LOCATION TABLE. b - —n approved fior , —0 0160 A) MC ;Z 7 F' Pemnit N-3. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN UTILITY DETAILS CU 06257 SCALE AS SHOWN UD -1 FA 422101 95) A !I lit It "T U) U) 0 PROFILE SCALE: 1:500 HORIZ 1:50 VERT WHITE-- LANE 1 1 3 93? 4 1 L'4 a ° 0771- ------ T AJ fi 1 3. 4.4 14063 -4\15.13 8 1 17�4'j 1 3 -�---914 ttA. 20,jl Vj Z� ......... .. ..................... ........ . p R /W 7 5 83 hT -ie— 12+00 LINE, 4 2G 07- 120 20.0 —7- 9 -4-9. 4 4 1-2-e 4 1 20.6-- 0, 4, 2/0 2 4 *18 7' _0 07 - --- ------- 3. 2 6h, .241 i 1 4 :5 0 '.`\ �' .- �.,--� � ' i 5 � 1 0 ------ 1 i 4 2 ---1 2. 71 0 iA 6 It ILj r -J 13 2 3.06 C) rn it u) -73 .2 43 R 3. 8, 1 Tx 80 0) 3.Z 3 2 7 e L 4- 0: -5 �\ I' ' ! I - -) C1 \`� -4 1 i 79 i®3, 7 3o14 1- 15 13-79 ChW -7- -F�F W . . ........................ .. .. doh i -7 ----- ---- I r) ,4 Q) < 1 12. ,�I 4 3,2i v� -2k, 2 1�2 7 ILI) F— r7 250 HP GAS / i j'° ` \� \' -� ' ` ' --- H I G RIS "ACILITY 9 i 1 00 11 .27 13 0 4 3 17 2.9' 7 0 - i X- 87 1 1 A 92 4.11 i 4 01 11 F— IAi '5, 7 C. 3.9 7 113cl�! 2P -5x 7 `21 13. t\ 0 47 3. 7 8 50 113 13.33 3 1 13.56 47 13. �33 W�+* PLAN SCALE: 1500 THIS PLAN ACCURATE FOR UTILITIES ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I I I I I � F)('Nl C- T I C" -\ <L11)C"n1 IUCT W 13+00 DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 ZS Co 216 ?\Of SS10 ti REGISTER'Sj CIVIL ENGINEER 0 MICHELE JOHNSON — No- C 69116 M PLANS APPROVAL DATE xp.06/30/08 The State of California or its officers or agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan CALIF sheet. Caltrans now has G web site! To get to the web site, go to. http.://www.dot."-G.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 K I/'% -r r- a SEE UD -2 FOR 250 mm HP GAS POTHOLE LOCATION TABLE. b - —n approved fior , —0 0160 A) MC ;Z 7 F' Pemnit N-3. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN UTILITY DETAILS CU 06257 SCALE AS SHOWN UD -1 FA 422101 FA -------------- _------------- P________._._ ------------- ___-____--_------_-_--_ ___-__----_---_-_-----_--_.___--__ _--..._ _-__ __ .. 1 1 8 , ------------- ---------- ------ ------------- --------------------------------------------- ---------------- , , >- � 1 m_------------------------------------..... r --------- ------------------------------- ------------------- _ 1 16 > 1: o w LU Cr w w a ;1 x 0 G w A a �- o o --__.--.__.._________________,____.._....__ _------ _ _-___.-__-- -_ 1 1 4 LJ O3: - --- - _-___-_. _______________________ ___________--------------° _---_-__---------_____ __--------------------_---___.__. ____-. ------____ ,- Ld om m w w E V) o -----7-----�- . , _---------_----------- ------.--------- < _- ;. 112 w -J z �0 � n w 400 mm Cas i n j 25;0 mm HP Gad Q,_,, _ ----- ---------------------------------- ----------- _-----_ __._-_-_----_._..---- _.------ -- --------------------------- .__._...__--____-_--_--__------_ ___._-_-_. _-.____-_-_ _-_-_----_- <o 110 t=i 13+00 14+00 PROFILE SCALE: 1500 HORIZ 1:50 VERT - --- -- WHITE N E _ _ - 35 - 11 N 2-8 - -20,3: i ly. 819 1 .:x.62 C i 9.3. =`tel_ _ �7 \ �" j qi� \ `� _� _i 8.'1 3 `1 HIGH R _ _� - �>- _ y �.�-`.".- ��"'--__---. � � it 61 Llj LLJ Lv LLI (mac . " 1 3. 33 13.28 1 1 3. -3 i 13 .33 t I 3 3 1 13.28 1 1 3. y \ /- 'T 1 2 Q 7 112-7 J 1 12 8 1? -;4 112.42 /X1 33 14 7-1 PLAN SCALE: 1500 1 5+00 5. 92 J 'a r L14a 17i.� Fri q - �e ----- l {�.,� - -- - -- -- \ -- - - - - ? j lil4* ; -iI 13.36 3 r i j!1 i f 'li 51'2 ' y r� �;'�------- MEN 13.47 lc , 13,43 �' 4Q THIS PLAN ACCURATE FOR UTILITIES ONLY DIST COUNTY ROUTE KILT METER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 is e Ro F _SSI oe REGISTERS CIVIL ENGINEER �o q� V � � MICHELE JOHNSON \ PLANS APPROVAL DATE cr_ No. C 69116 I � XP.06/30/08 The State of California or its officers or agents shall not be responsible for the accuracy s� C I V I L P or completeness of electronic copies of this pian ATFpR�� ' sheet, OF CAL1F Caltrans now has a web site! To get to the web site, go to:' http://wwwodOt.CG.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS - 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 250 mm HP GAS POTHOLE LOCATION TABLE 0 NORTHING EASTING ELEV (m) z Q 702099.5053 1905558.9119 1 1 1 .869 1 .81 8 0 _ x--- 112.347 CD 3 702092.8864 1905635.6970 112.426 1 .243 z 702087.5012 1 905661 .6500 112.551 1 .667 w Q 1905672.8350 > V) 6 0 1905705.4590 1 12.01 7 1.231 7 702050.0305 z 1 11 .749 1.408 8 702055.0706 1905756.2886 1 1 1 .905 1 .1 51 9 702055.5545 1905857.6820 1 1 1 .980 N Q 702066.0457 1905829.9046 112.174 1.328 11 702077.7848 t=i 13+00 14+00 PROFILE SCALE: 1500 HORIZ 1:50 VERT - --- -- WHITE N E _ _ - 35 - 11 N 2-8 - -20,3: i ly. 819 1 .:x.62 C i 9.3. =`tel_ _ �7 \ �" j qi� \ `� _� _i 8.'1 3 `1 HIGH R _ _� - �>- _ y �.�-`.".- ��"'--__---. � � it 61 Llj LLJ Lv LLI (mac . " 1 3. 33 13.28 1 1 3. -3 i 13 .33 t I 3 3 1 13.28 1 1 3. y \ /- 'T 1 2 Q 7 112-7 J 1 12 8 1? -;4 112.42 /X1 33 14 7-1 PLAN SCALE: 1500 1 5+00 5. 92 J 'a r L14a 17i.� Fri q - �e ----- l {�.,� - -- - -- -- \ -- - - - - ? j lil4* ; -iI 13.36 3 r i j!1 i f 'li 51'2 ' y r� �;'�------- MEN 13.47 lc , 13,43 �' 4Q THIS PLAN ACCURATE FOR UTILITIES ONLY DIST COUNTY ROUTE KILT METER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 is e Ro F _SSI oe REGISTERS CIVIL ENGINEER �o q� V � � MICHELE JOHNSON \ PLANS APPROVAL DATE cr_ No. C 69116 I � XP.06/30/08 The State of California or its officers or agents shall not be responsible for the accuracy s� C I V I L P or completeness of electronic copies of this pian ATFpR�� ' sheet, OF CAL1F Caltrans now has a web site! To get to the web site, go to:' http://wwwodOt.CG.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS - 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 250 mm HP GAS POTHOLE LOCATION TABLE 0 NORTHING EASTING ELEV (m) DEPTH (m) 1 702099.5053 1905558.9119 1 1 1 .869 1 .81 8 2 702095.8015 1905604.2270 112.347 1 .106 3 702092.8864 1905635.6970 112.426 1 .243 4 702087.5012 1 905661 .6500 112.551 1 .667 5 702083.41 89 1905672.8350 112.556 1 .455 6 702066.1145 1905705.4590 1 12.01 7 1.231 7 702050.0305 1905727.2810 1 11 .749 1.408 8 702055.0706 1905756.2886 1 1 1 .905 1 .1 51 9 702055.5545 1905857.6820 1 1 1 .980 1.007 10 702066.0457 1905829.9046 112.174 1.328 11 702077.7848 1905888.4178 112.157 4.899 12 702086.4513 1905941.8472 111.773 1.821 13 702091.2329 1905970.1959 111.705 1.441 NOTE: ELEVATIONS SHOWN REFER TO TOP OF PIPE ELEVATIONS UNLESS OTHERWISE INDICATEDTD 0 -i is have been approved for 0603 -NMC. C)27L-1 __c 7 a 1 i � ALL DIMENSIONS ARE IN o METERS UNLESS OTHERWISE SHOWN UTILITY DETAILS SCALE AS SHOWN UD -2 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER .Ior .- /7;i - SCALE SCALE IS IN MILLIMETERS I I I I I I I I ( 1nr-N1 F T 1 F -� �Rr-ni iF7cT �CU 06257 EA 428101 l� x x Kli x LEGEND o CHANNELIZERS (SURFACE MOUNTED) mTEMPORARY RAILING (TYPE K) � FLASHING BEACON (PORTABLE) TEMPORARY CRASH CUSHION, SAND FILLED ARRAY (TYPE NOTED ON PLANS) F CONSTRUCTION AREA SIGN XX CONSTRUCTION AREA SIGN LETTER N0. TEMPORARY TRAFFIC STRIPE (PAINT) DETAIL PERMANENT CONSTRUCTION REMOVE DIRECTION OF TRAFFIC MOD MODIFIED SIGN PFE PERMANENT FOOTING EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT 0 w 0 CD Q w 0 w Cr � 1-" 0 w > I— w a Q� 0 w Lr) L0 o 0 0 0 > �< V / 0 O � 0 z W m I— C QW -j Z w (D Y Q JV) W Q W = UD U Kli x LEGEND o CHANNELIZERS (SURFACE MOUNTED) mTEMPORARY RAILING (TYPE K) � FLASHING BEACON (PORTABLE) TEMPORARY CRASH CUSHION, SAND FILLED ARRAY (TYPE NOTED ON PLANS) F CONSTRUCTION AREA SIGN XX CONSTRUCTION AREA SIGN LETTER N0. TEMPORARY TRAFFIC STRIPE (PAINT) DETAIL PERMANENT CONSTRUCTION REMOVE DIRECTION OF TRAFFIC MOD MODIFIED SIGN PFE PERMANENT FOOTING EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT Q r 0 _ X--- 1-" 0 z w > �< V / 0 z 0 &I—I ^ V/ Q Ld 0 Kli x LEGEND o CHANNELIZERS (SURFACE MOUNTED) mTEMPORARY RAILING (TYPE K) � FLASHING BEACON (PORTABLE) TEMPORARY CRASH CUSHION, SAND FILLED ARRAY (TYPE NOTED ON PLANS) F CONSTRUCTION AREA SIGN XX CONSTRUCTION AREA SIGN LETTER N0. TEMPORARY TRAFFIC STRIPE (PAINT) DETAIL PERMANENT CONSTRUCTION REMOVE DIRECTION OF TRAFFIC MOD MODIFIED SIGN PFE PERMANENT FOOTING EASEMENT TCE TEMPORARY CONSTRUCTION EASEMENT i PT x Caltrans, a ! i JJJJ. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 016 Ker 99 33.5/34.0 30 1 Ca Ca S S JO REGISTERKD CIVIL ENGINEER �o 41� MICHELE JOHNSON, gbT z No, C 69116 PLANS APPROVAL DATE cr_ 06/30/08 The State of Cal/fornla or Its officers or XP' agents shall not be responsible for the acciracy J> CIVIL P or completeness of electronic copies of this plan F OR l sheet, qT �F CALIF � Caltrans now has a web site! To get to the web site, go to; http://www.dotc(i.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 END Temp RAILING (TYPE K) ------ ---- z. f --- j H ii I. ;I ' I }; it THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 6C 80 SCALE IS IN MILLIMETERS I i I i I I I i USERNAME=>$USER fl(';txt C T I C —"� �t17Cnf }CCT ,Lv F-- uj w V) Ll_! W V) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN These plans have been (,,)proved for TRAFFIC HANDLING PLAN 0603 JQ M C - OZ 711 ncrou-whivl t Permd No. 0� SCALE 1:500 TH-1 CU 0625 FA 428101 i i PT x Caltrans, a ! i JJJJ. DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 016 Ker 99 33.5/34.0 30 1 Ca Ca S S JO REGISTERKD CIVIL ENGINEER �o 41� MICHELE JOHNSON, gbT z No, C 69116 PLANS APPROVAL DATE cr_ 06/30/08 The State of Cal/fornla or Its officers or XP' agents shall not be responsible for the acciracy J> CIVIL P or completeness of electronic copies of this plan F OR l sheet, qT �F CALIF � Caltrans now has a web site! To get to the web site, go to; http://www.dotc(i.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 END Temp RAILING (TYPE K) ------ ---- z. f --- j H ii I. ;I ' I }; it THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 6C 80 SCALE IS IN MILLIMETERS I i I i I I I i USERNAME=>$USER fl(';txt C T I C —"� �t17Cnf }CCT ,Lv F-- uj w V) Ll_! W V) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN These plans have been (,,)proved for TRAFFIC HANDLING PLAN 0603 JQ M C - OZ 711 ncrou-whivl t Permd No. 0� SCALE 1:500 TH-1 CU 0625 FA 428101 x x x x 0.72 Min A I TYPICAL SECTION A -A SOUTHBOUND R99 NO SCALE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No ISHEETS 06 Ker 99 33.5/34.0 S S 10/v etric REGISTEIQCIVIL ENGINEER MICHELE JOHNSON C 69116 Lu No. PLANS APPROVAL DATE XP.06/30/ .0 The State of California or its officers or agents shall not be responsible for the accuracy CIVIL - -------- L CY "4 or completeness of electronic copies of this planOF CALIV sheet. Caltrans now has c web site! To get to tj`e web site, go to. http://wwvv.dot.CG,GOV i"JLillCITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 777 3, BAKERSFIELD, CA 93301 71\ ell T Y LIN INTERNATIONAL CCS 2010 CROW CANYON PLACE, SUITE 350 > SAN RAMON, CA 94583 0.6 Min Temp RAILING (TYPE K) CONSTRUCTION AREA THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I I I I I A, W, bazM P"PP fc fN--7 '2 L4 i FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET TH-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN -C V) � r- 0 00o o' 0 C\j (D (\j �� � � - m- =i TRAFFIC HANDLING PLAN LL� SCALE 1:500 USERNAME => $USER n r-' KI F-' T I r-- -N (tD F 01 1 E" Q T CU 06257 LL M Z: 0 0 TH F-- I EA 428101 C) < Ld V) Cn r X--- V) CE Q Ld Ld < cn (f) 0 LL] z Ld < CC LLI Lc) Lr) p p < '_1 1-1 C:> Q C) 0 WCD F— n QW _j Z Ld 0 Y C) V) Ld Lu -r Up U x x 0.72 Min A I TYPICAL SECTION A -A SOUTHBOUND R99 NO SCALE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No ISHEETS 06 Ker 99 33.5/34.0 S S 10/v etric REGISTEIQCIVIL ENGINEER MICHELE JOHNSON C 69116 Lu No. PLANS APPROVAL DATE XP.06/30/ .0 The State of California or its officers or agents shall not be responsible for the accuracy CIVIL - -------- L CY "4 or completeness of electronic copies of this planOF CALIV sheet. Caltrans now has c web site! To get to tj`e web site, go to. http://wwvv.dot.CG,GOV i"JLillCITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 777 3, BAKERSFIELD, CA 93301 71\ ell T Y LIN INTERNATIONAL CCS 2010 CROW CANYON PLACE, SUITE 350 > SAN RAMON, CA 94583 0.6 Min Temp RAILING (TYPE K) CONSTRUCTION AREA THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I I I I I A, W, bazM P"PP fc fN--7 '2 L4 i FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET TH-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN -C V) � r- 0 00o o' 0 C\j (D (\j �� � � - m- =i TRAFFIC HANDLING PLAN LL� SCALE 1:500 USERNAME => $USER n r-' KI F-' T I r-- -N (tD F 01 1 E" Q T CU 06257 LL M Z: 0 0 TH F-- I EA 428101 F- < r X--- V) CE 0 z Ld > < cn 0 z aLd x x 0.72 Min A I TYPICAL SECTION A -A SOUTHBOUND R99 NO SCALE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No ISHEETS 06 Ker 99 33.5/34.0 S S 10/v etric REGISTEIQCIVIL ENGINEER MICHELE JOHNSON C 69116 Lu No. PLANS APPROVAL DATE XP.06/30/ .0 The State of California or its officers or agents shall not be responsible for the accuracy CIVIL - -------- L CY "4 or completeness of electronic copies of this planOF CALIV sheet. Caltrans now has c web site! To get to tj`e web site, go to. http://wwvv.dot.CG,GOV i"JLillCITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 777 3, BAKERSFIELD, CA 93301 71\ ell T Y LIN INTERNATIONAL CCS 2010 CROW CANYON PLACE, SUITE 350 > SAN RAMON, CA 94583 0.6 Min Temp RAILING (TYPE K) CONSTRUCTION AREA THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I I I I I A, W, bazM P"PP fc fN--7 '2 L4 i FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET TH-1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN -C V) � r- 0 00o o' 0 C\j (D (\j �� � � - m- =i TRAFFIC HANDLING PLAN LL� SCALE 1:500 USERNAME => $USER n r-' KI F-' T I r-- -N (tD F 01 1 E" Q T CU 06257 LL M Z: 0 0 TH F-- I EA 428101 F-9 X � 0"E:1 R vir = � I C, I 11W11 LINE Vor _1_ 3.6 3.6 3.6 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL — TOTAL PROJECT No SHEETS �, I \ %\ \1 � � // / " 5 __�� , 11 � i v 99 33.5/34.0 -&I- (P Cp / I , it � i , I // / / �1�1 I" /,,I,/ , / z ,�,/ i \ � � \ \1 . / / / i I , t i I - " / I/ �. \ I i ii, i I I I . I 1 I . 5,� 61,,,4"'1,- /., � , � 4 .4 v - - / / , ,/'-,-, , � - , I 1 � ,- �C , -- I I 1 3i 1 14,. 5 * i I , , - , 11 � 4 , I - / � ; - - � I t )� , ' o 11 I . I I 11 — 571, �44 ,, - 11 I , � 1, � ,,, , -, i i �• , i � I I , i 14, -1 -! 4 , , :,/. �-�/c , , i � . iD'e, I 1 1.04 �1. , , " , * , � " Z1. �­ " I �, 1-11 -1 I- I \ '� -" � i " � \ , \ I / � / I �/� ,/,x � \ , \ � - . I i / �z � f ,I I I I � �t / ", / V � � � , \ i � � I \ 1 1 0 ,5;�,_' , I // x I/ I i, I � A q, �_�� // i / ", I '1/ I �' I \ I � � , �kk I i etr'c ,� �,() ��� , S S 10 i 1--, �-=---L-/, " 4', f I 1, , / 'L � , ?�� , , I , , , � - " �, / \ \ � k i 4 <' I- / -, - " / � i�, , \�, ill � *� Iti � r; REGISTER CIVIL ENGINEER /`� ' , __ , / ) ��/ /,-- /' �1�� I / I �, le ,� '��:� � J" " 4 �56 1 1\4 0 I V, / I I/ i - � � I � , /- ­ --- 1, �; 1 ,c �� i I I i i 11 . � i 411.,�;,_-,/" 1 �, " -1 i -i � I � ' � I / -, -.. i,/' �,,-_� � I I I I , "I - -,� , '' -,.,)7 () - - i I '. / , I , , � , 1 ', 'A +, � � i 3 . 9 \ 1i , i - - - .11 - / 1, _2__ \ � I- 0 i 1 4 . -A 8 i !4.0t`1 il , 2 . i ")/ . ! . -1 1 1.41 / / � 1, I �, i f / ; 1, / " � 'i , . ii k A 0 MICHELE � I //'11 I - �� � I I I /�11 / N / z ,-\� - - -IN 11 , i / , / � " " � � `* 1\ ,�,\ i I i t i 'I /I f -/D+ 0 M Min i 1 I,/ � I .., I I I // ,I f I/ Z_ , - i I i'L i ,I I Lu M \'-0.6 Ml / "/ J / I // /­ �'�11 i I \ i , cr_ No. C 6911 6 / � � " i I I I / , � / I il ,/ I � \ � � i .1 � '� I lli ,,- tt PLANS A�PROVAL DATE E) -'---" /I / " X i! I I , i. i, i *"\ ' A // / 11 ; /1, k . I \ . � I I I , , I 1, j . . . � ��, // ,� 1 .`�3 1 �! 4.4-2 1 1 Z _1\0 A. A. -- �,�,/� . I -, A � � \ 114�41 Ci , " , ' �14 �, �, xP —) `_� , �// _z_ , / / / � I � 1 � i I � 1 06/30/08 �, i� , /I , I 1, 3. 94 1 � 91-1 it I 11 1. 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PANEL SIZE (MM) No. < AND SIZE r SC6-4(CA) 0 = X--- 1-4 0 1 V) W8-9 (MOD) 1220 x 1220 z x 140 mm 1 Ir C29 (1000 ft)(CA) . - 737 x 229 W < 1220 x > V) mm 0 1 [AD] R9 -11a r-) 610 z mm x 140 mm 0 1-4 L AEJ > 1220 x t_41 1-89 mm W < 0 � 0"E:1 R vir = � I C, I 11W11 LINE Vor _1_ 3.6 3.6 3.6 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL — TOTAL PROJECT No SHEETS �, I \ %\ \1 � � // / " 5 __�� , 11 � i v 99 33.5/34.0 -&I- (P Cp / I , it � i , I // / / �1�1 I" /,,I,/ , / z ,�,/ i \ � � \ \1 . / / / i I , t i I - " / I/ �. \ I i ii, i I I I . I 1 I . 5,� 61,,,4"'1,- /., � , � 4 .4 v - - / / , ,/'-,-, , � - , I 1 � ,- �C , -- I I 1 3i 1 14,. 5 * i I , , - , 11 � 4 , I - / � ; - - � I t )� , ' o 11 I . I I 11 — 571, �44 ,, - 11 I , � 1, � ,,, , -, i i �• , i � I I , i 14, -1 -! 4 , , :,/. �-�/c , , i � . iD'e, I 1 1.04 �1. , , " , * , � " Z1. �­ " I �, 1-11 -1 I- I \ '� -" � i " � \ , \ I / � / I �/� ,/,x � \ , \ � - . 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I i , 0 ; , 'i _� , I , ! i � ,j � 1 1 � i � LTJ i .1 i : 11 I -1 ______ I - _� - 1� 1 i ------- : i � It i : _____ - __4________ , �, � .1 I i i , � � 7 I i . ____ - -------- � _____ --- ! --- - I i I / i , i I i f � � i , . i i � i j I -� " � . a : I i : i I 1 , , I 'I ',I ! �1� "I � .", 11 It , / / , � / I I i i : I . I I , -- ----- __--i -------- --- , 'X I i i � i t 1 i i 11 - -I,----, , I - r -. / rn i 11 if - _,__-�__ I I I - �'�, 5 . _:i " 1 3 ' I I � ; I -,, 1 '�_7 1 - t : 11 -1, � I -1 1 .. 2/1 / , - --I -7 � � - --im, C_ SIGN � �', " - , 0, '�J�C_ 4 . __ __ !*,, , 1h Z,e; ./ __]�,C_ ___ � v: 11�� . . it I! ,6 z, - )-I- 11 / 4i'� 1� -1i, i— - I a� I __._ — /. ____ __ 11 I.i ..� ii � �_11 �- i . i !I i i - t ii � I 11 p I d I ! i ; Ar 11 �� i I i i i � f___1 H i i 11 ! �;,\ !I ,/ \,; i . ii il " ! I 1'+J'43 i _'" 1 '3\ ��-,, '4 , 11 , ,� 1"; - , I I 3.1146 I 1 . ; . i I_ - � I I I iil 1 , � I ! I i I � i'-\ , , . . i z i - i � ; I ; i z . i C)CZ-= idi ; I i / - I � i I I I � I ! il I I v � i ---- � ,y, i � i i ; , i I % i � 1 , I � � � i i � I I t ! 1 1 77 11 I I I I i � I I I , __, � ;, 1 .1 ?1� � _,� I �r 1 ; ,-, I , , - � i - I I F , I - I I � i � I i .'Ilk�� I � I : 1 - i � i 11 i I � i, I q . ; \ i I 1 1 ! I t � i I I I �; I � -- : I � i i ) I , I i I I . - __ �_L ,, ` '� I i / I i t I A i - , I- : I 1 - 'I 4 �_. 1 I �04 ,,�, , -, j -,, �.,<� . 11 , ,,I t I " , I ) - � f , il i ; i I i �� � i 1 . ! I I - � , ij � i 4 1 , � 4 I . I I �, � i, ! ;1 I 1 i ! " I ,,, ___A i i - _111 - � -; , -� ��,:, " , " '). - I /1' ,. -,� I , I - 4 y li i , 1 :! - ­ � � 1 `1 I 3 .'14 3 14, 0 I 1- 1- 1 i I il i I - ; � I . I �� I I , i i I i I I t I I , � " � t 1,11 I 1 01 I i , I t \ i 1 4 -I' t i i U I- — ,� � , I % - - F -;-Z- SIGN No. . PANEL SIZE (MM) No. POST AND SIZE QUANTITY (EA) SC6-4(CA) 1520 x 1220 2-89 mm x 140 mm 1 -AA AB W8-9 (MOD) 1220 x 1220 -1-140 mm x 140 mm 1 1 . C29 (1000 ft)(CA) . - 737 x 229 [AC:] C24(CA) (AHEAD) 1220 x 1220 1-89 mm x 140 mm 1 [AD] R9 -11a 1 220 x 610 1-89 mm x 140 mm - 4 [ L AEJ IC19(CA) (RAMP) 1220 x 1220 1-89 mm x 140 mm 1 3 ,/ F /'% - --,,--,I L - _____ - - - - - , r-� - ------- - ­­ ------- II . 1, I -1 ----- __1 I_ ­______ � I- ____ _ __ ____ - — , � � ------- - ---I-- - -------- ­_ -------- - [ , , , I_.L I - 1 �,I- __ - 1v_ - ___ I— -*--,- - - , - � - - ------/- " I r:��_,'_'_ THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I I I I i 11W11 LINE I Var i 3.6 3.6 4.0+ � g _7�, ?4_onIZ-'��&_A� - '_­ ____ ", " ., \-0.6 Min E I A. A A : �3) - 1) : . I I . 111r) r, ---- I 0 1 1 _T �__ T77777 +_ I _f: � CONSTRUCTION ?: TYPICAL SECTION C -C z - 0 -+-'I- O" EASTBOUND WHITE LANE - NO SCALE u� �_, (--) r - CO 0 :)L ALL DIMENSIONS ARE IN0 Pli111METERS UNLESS OTHERWISE C) rr) - D I", I .(_0 a,w TRAFFIC HANDLING PLAN L I FOR NOTES, ABBREVIATIONS I AND/OR LEGEND, SE I USERNAME => $USER F) ('NJ P T I P ='> tP P'01 I P C, T SCALE 1500 Lj_ __ < C11 :E 0 C, 0 �� I " 0TH -3 0:� <D 1-1 EA 428101 (f) -�� 0 0 j z- /* '/,') --- - ,_ , nin-rr-' c 1. THIS PLAN SHOWS DETOUR SIGNING ONLY. FOR COMPLETE DETAILS OF x RAMP CLOSURE SIGNING AND TRAFFIC CONTROL DEVICES. SEE STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS AND CALTRANS STANDARD PLAN T14. x x om w aw -� z C) �- J V) Q W U r) 01 >I QI 01 LL- C> a w A Q c~n 2. EXISTING GUIDE SIGNS WHICH DIRECT TRAFFIC TO THE CLOSED RAMP SHALL BE TEMPORARILY COVERED AS DIRECTED BY THE ENGINEER. 3. LOCATION OF SIGNS SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. 4. UNLESS OTHERWISE SHOWN, DETOUR SIGNS SHALL HAVE BACK LEGEND AND BORDER ON ORANGE BACKGROUND. TEMPORARY DETOUR SIGNING SIGN No. 0 PANEL SIZE (MM) w � SC3(CA) 1220 x 450 3 m 915 x 300 2 M4 -10R 1220 x 450 w o 915 x 300 w cr ul 2 1-4 w > �-- w a � o wun U-) 0 Qo WIBLE RD O 0 O � p om w aw -� z C) �- J V) Q W U r) 01 >I QI 01 LL- C> a w A Q c~n 2. EXISTING GUIDE SIGNS WHICH DIRECT TRAFFIC TO THE CLOSED RAMP SHALL BE TEMPORARILY COVERED AS DIRECTED BY THE ENGINEER. 3. LOCATION OF SIGNS SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. 4. UNLESS OTHERWISE SHOWN, DETOUR SIGNS SHALL HAVE BACK LEGEND AND BORDER ON ORANGE BACKGROUND. TEMPORARY DETOUR SIGNING SIGN No. SIGN TYPE PANEL SIZE (MM) QUANTITY 1 SC3(CA) 1220 x 450 3 TO 99 SOUTH 915 x 300 2 M4 -10R 1220 x 450 2 TO C99 SOUTH 915 x 300 3 M4 -10L 1220 x 450 2 TO n99 SOUTH 915 x 300 r THIS PLAN'ACCURATE FOR DETOUR LAYOUT ONLY TRERO LN DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 33 C, (.,o 14kq/4)ESS7 � IpN REGISTEREJ,,CJVIL ENGINEER MICHELE JOHNSON NoC 69116 PLANS APPROVAL DATE , 06/30/08 The State of California or its officers or .0 Xp' agents shall not be responsible for the accuracy C1 V IL P or completeness of electronic copies of this plan ATF sheet, OF CALZF Caltrans now has a web site! To get to the web site, go to: http://www.dot.ca°aov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS - 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 LEGEND: X RAMP CLOSED XO SIGN NUMBER TDETOUR ROUTE been approved for 02 7 L F ('s mit No. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DETOUR PLAN (SOUTHBOUND ON RAMP) NO SCALE o 00 W• o DE-1 �'0 Q� J O, FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 �CU 06257 EA 428101 j --) SCALE IS IN MILLIMETERS I i I i I i I i USERNAME => FUSER .nY nr.Ni i= r i F -� 4RFnl IFcT i rr a 2 3 1 O WIBLE RD O O 1 ROVTE 9.. ..g.... E L PO HUGHES LN z o � O w z J o J Q U W W N Z z a °_ H ST THIS PLAN'ACCURATE FOR DETOUR LAYOUT ONLY TRERO LN DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 33 C, (.,o 14kq/4)ESS7 � IpN REGISTEREJ,,CJVIL ENGINEER MICHELE JOHNSON NoC 69116 PLANS APPROVAL DATE , 06/30/08 The State of California or its officers or .0 Xp' agents shall not be responsible for the accuracy C1 V IL P or completeness of electronic copies of this plan ATF sheet, OF CALZF Caltrans now has a web site! To get to the web site, go to: http://www.dot.ca°aov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS - 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 LEGEND: X RAMP CLOSED XO SIGN NUMBER TDETOUR ROUTE been approved for 02 7 L F ('s mit No. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN DETOUR PLAN (SOUTHBOUND ON RAMP) NO SCALE o 00 W• o DE-1 �'0 Q� J O, FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 �CU 06257 EA 428101 j --) SCALE IS IN MILLIMETERS I i I i I i I i USERNAME => FUSER .nY nr.Ni i= r i F -� 4RFnl IFcT i NOTES: 1. LOCATION AND POSITION OF CONSTRUCTION AREA SIGNS x ARE APPROXIMATE. EXACT LOCATION AND POSITION WILL BE DETERMINED BY THE ENGINEER. F4 �> om m w F- 0 D Qw w -I Z UJ :D U J t/) W QW = Up U ' r0 x--- ►-+ V) Ir W O Z 0 W 0 M: CD a 0 x a.. z Lj- a 0 z w Q w 0 a �l Q 2. ADVANCE INFORMATION SIGNS SHALL BE INSTALLED 72 HOURS PRIOR TO ROAD/RAMP CLOSURES. 3. THE CONTRACTOR AND/OR ENGINEER SHALL NOTIFY THE LOCAL POLICE OR PUBLIC SAFETY DEPARTMENTS OF PROPOSED DETOURS ONCE EXACT DATES HAVE BEEN SET AND CONFIRMED. LEGEND R CONSTRUCTION AREA SIGN LETTER i CONSTRUCTION AREA SIGN CONSTRUCTION AREA SIGNS Sign No. 0 Panel (mm x w � No. Post V) m Quantity A W20-1 1829 x 1829 0 w mm x 140 mm (S) w B G20-2 w a rr o w x 89 mm (S) Q C 0 1219 x �> om m w F- 0 D Qw w -I Z UJ :D U J t/) W QW = Up U ' r0 x--- ►-+ V) Ir W O Z 0 W 0 M: CD a 0 x a.. z Lj- a 0 z w Q w 0 a �l Q 2. ADVANCE INFORMATION SIGNS SHALL BE INSTALLED 72 HOURS PRIOR TO ROAD/RAMP CLOSURES. 3. THE CONTRACTOR AND/OR ENGINEER SHALL NOTIFY THE LOCAL POLICE OR PUBLIC SAFETY DEPARTMENTS OF PROPOSED DETOURS ONCE EXACT DATES HAVE BEEN SET AND CONFIRMED. LEGEND R CONSTRUCTION AREA SIGN LETTER i CONSTRUCTION AREA SIGN CONSTRUCTION AREA SIGNS Sign No. Sign No. Code Panel (mm x Size mm) Sign Message No. Post and Size Quantity A W20-1 1829 x 1829 ROAD WORK AHEAD 2-140 mm x 140 mm (S) 1 B G20-2 1524 x 610 END ROAD WORK 2-89 mm x 89 mm (S) 1 C W20-1 1219 x 1219 ROAD WORK AHEAD 1-89 mm x 140 mm (S) 3 D G20-2 1219 x 457 END ROAD WORK 1-140 mm x 140 mm (S) 2 E C40(CA) 3658 x 1524 TRAFFIC FINES DOUBLED IN CONSTRUCTION ZONES 2-150 mm x 200 mm (S) 9 (S) DENOTES STATIONARY MOUNTED SIGNS W20-1 r DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 3ev 11vt (` 67 Q'p F E s s loN REGISTERS CIVIL ENGINEER i MICHELE JOHNSON Lih -+ �— z /G)-� No, C 69116 PLANS APPROVAL DATE cr_ 06/30/08 The State of California or Its officers or tx XP' / agents shall not be responsible for the accuracy s> CIVIL P or completeness of electronic copies of this plan qTF sheet. OF CALZF Caltrans now has a web site! To get to the web site, go to. http.//www.def.cG.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY FOR REDUCED PLANS- ORIGINAL O 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I n(-: Ni F7 t I I= -� 4P F N IFcT 1 � : been approved for (�(o0*1 N JAG— O2-4 _,. i : rnl# No. L 0 r, )NS ARE IN L I LI\J VIVLI_JJ OTHERWISE SHOW IV[ N CONSTRUCTION CU 0625 NO SCALE C z) r -- O U; a U Q) Vl 1 000 O O i O � N 0 n -D I N EA 428101 /q, .-/7, Z 0 00 N , , C S-1 > w x0 0 a O J 0 EA 428101 /q, .-/7, KI x LEGEND/ ABBREVIATIONS 25A PAVEMENT DELINEATION DETAIL +� CHANGE OF PAVEMENT DELINEATION DETAIL REMOVE EXISTING TRAFFIC STRIPE ►� F DELINEATOR (CLASS 1) - TYPE (F & G) q RF GUARD RAILING DELINEATOR - TYPE (F) K-1 OBJECT MARKER - TYPE (K-1) O.C. ON CENTER NOTES -a 1. ALL PAVEMENT LEGENDS AND MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 2. CONFLICTING STRIPING, PAVEMENT LEGENDS AND MARKINGS SHALL BE REMOVED PRIOR TO PAVEMENT MARKINGS. HOL 163 , F— O , Cl- ----- --- x Ln � S W i F- �. uj r _O } W F— Q 04 ROUTE 99-- FIT 9__ i' i Q0 60 Typ + I i; �._4R F------------ -- ----- -- - altrarrs� DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33°5/34.0 RpF E S S jo"v REGISTERE IVIL ENGINEER MICHELE JOHNSON r \/a} � No, C 69116 PLANS APPROVAL DATE xp ° 06/30/08 The State of Collfornia or its officers or Q, agents shall not be responsible for the accuracy IS> CIVIL P ti or completeness of electronic copies of this plan ATF OF CALIF sheet. Caltrans now has o web site! To get to the web site, go to: http://www.dot.cc..gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 +RF 0 i " w CD x—__ o w L w W Q V) > U) w > �- w Q M o a W Ln Un Q(D o o G 0 0 CD W W M I— C Q W J Z W 0 Y C) , U JV) w QW = Up U LEGEND/ ABBREVIATIONS 25A PAVEMENT DELINEATION DETAIL +� CHANGE OF PAVEMENT DELINEATION DETAIL REMOVE EXISTING TRAFFIC STRIPE ►� F DELINEATOR (CLASS 1) - TYPE (F & G) q RF GUARD RAILING DELINEATOR - TYPE (F) K-1 OBJECT MARKER - TYPE (K-1) O.C. ON CENTER NOTES -a 1. ALL PAVEMENT LEGENDS AND MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 2. CONFLICTING STRIPING, PAVEMENT LEGENDS AND MARKINGS SHALL BE REMOVED PRIOR TO PAVEMENT MARKINGS. HOL 163 , F— O , Cl- ----- --- x Ln � S W i F- �. uj r _O } W F— Q 04 ROUTE 99-- FIT 9__ i' i Q0 60 Typ + I i; �._4R F------------ -- ----- -- - altrarrs� DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33°5/34.0 RpF E S S jo"v REGISTERE IVIL ENGINEER MICHELE JOHNSON r \/a} � No, C 69116 PLANS APPROVAL DATE xp ° 06/30/08 The State of Collfornia or its officers or Q, agents shall not be responsible for the accuracy IS> CIVIL P ti or completeness of electronic copies of this plan ATF OF CALIF sheet. Caltrans now has o web site! To get to the web site, go to: http://www.dot.cc..gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 +RF ( i " x—__ �A tX L W Q > U) z v a 01 LEGEND/ ABBREVIATIONS 25A PAVEMENT DELINEATION DETAIL +� CHANGE OF PAVEMENT DELINEATION DETAIL REMOVE EXISTING TRAFFIC STRIPE ►� F DELINEATOR (CLASS 1) - TYPE (F & G) q RF GUARD RAILING DELINEATOR - TYPE (F) K-1 OBJECT MARKER - TYPE (K-1) O.C. ON CENTER NOTES -a 1. ALL PAVEMENT LEGENDS AND MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 2. CONFLICTING STRIPING, PAVEMENT LEGENDS AND MARKINGS SHALL BE REMOVED PRIOR TO PAVEMENT MARKINGS. HOL 163 , F— O , Cl- ----- --- x Ln � S W i F- �. uj r _O } W F— Q 04 ROUTE 99-- FIT 9__ i' i Q0 60 Typ + I i; �._4R F------------ -- ----- -- - altrarrs� DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33°5/34.0 RpF E S S jo"v REGISTERE IVIL ENGINEER MICHELE JOHNSON r \/a} � No, C 69116 PLANS APPROVAL DATE xp ° 06/30/08 The State of Collfornia or its officers or Q, agents shall not be responsible for the accuracy IS> CIVIL P ti or completeness of electronic copies of this plan ATF OF CALIF sheet. Caltrans now has o web site! To get to the web site, go to: http://www.dot.cc..gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 +RF -NED---___---- THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL O 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I i The S ���;d1� air -)rovers for ��� - Mc O �`, `:rr "',jms t Permit N0. - Er USERNAME => $USER RGN F I I F => $RFQLJFST ( i " �A -NED---___---- THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL O 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I i The S ���;d1� air -)rovers for ��� - Mc O �`, `:rr "',jms t Permit N0. - Er USERNAME => $USER RGN F I I F => $RFQLJFST e 0-4vc IWIA L04 O 3 .}.. N N (D r V) In O O O U N ALL DIMENSIONS ARE IN ••N METERS UNLESS OTHERWISE SHOWN o ww: PAVEMENT DELINEATIONLLo . i SCALE 1:500 z O �o >o PD -1 w �o a CJ ! J O CU 0,6.257, EA 428101 %�•�"�R 1 a e 0-4vc IWIA L04 O 3 .}.. N N (D r V) In O O O U N ALL DIMENSIONS ARE IN ••N METERS UNLESS OTHERWISE SHOWN o ww: PAVEMENT DELINEATIONLLo . i SCALE 1:500 z O �o >o PD -1 w �o a CJ ! J O CU 0,6.257, EA 428101 %�•�"�R 1 x z 0 a F- 0 x cn z Q O z w M ^Q W 0 x I p 0 n I -- LL] Ld w Ld &r l � l j � ` � -- � ,.� -. �✓ � f 1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER n( -Ni 17 r r Q -`,<tQani 1FQT --- --- DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TO -AL PROJECT No SHEETS 06 Ker 99 33.5/34.0 3(,o (o( Q�pFESSIpM REGISTE E CIVIL ENGINEER �o 4<1 4/ F� MICHELE JOHNSON i No, C 69116 PLANS APPROVAL DATE 06/30/08 The State of California or Its officers 1-r xP' agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan 9)F of CALZFp��� sheet. Caltrans now has c web site! To get to the web site, go to. http://www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 W LIJ LiJ uo _ !-,ns have been approvad Ior I Lj t No. i z G 4 j;ry FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET PD -1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION r I 1 n F 2 r 7 O I1_ Q) Q) U) Oo 00 O OC C\J 0 M oa Cj-- C\J L -Li LLJ �Q L_ SCALE 1500 0 0 'o PD -2 �0 V) O J O . I PA d 7 S21 01 m O 0 w r) S w m _ �o m aw o �z w Z �U o w U ,. _, w rr JV) 07 U) Qw �-, w Up > i— w Q r1r r") x w Ln Ln o O Q Q 0 z 0 a F- 0 x cn z Q O z w M ^Q W 0 x I p 0 n I -- LL] Ld w Ld &r l � l j � ` � -- � ,.� -. �✓ � f 1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER n( -Ni 17 r r Q -`,<tQani 1FQT --- --- DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TO -AL PROJECT No SHEETS 06 Ker 99 33.5/34.0 3(,o (o( Q�pFESSIpM REGISTE E CIVIL ENGINEER �o 4<1 4/ F� MICHELE JOHNSON i No, C 69116 PLANS APPROVAL DATE 06/30/08 The State of California or Its officers 1-r xP' agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan 9)F of CALZFp��� sheet. Caltrans now has c web site! To get to the web site, go to. http://www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 W LIJ LiJ uo _ !-,ns have been approvad Ior I Lj t No. i z G 4 j;ry FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET PD -1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION r I 1 n F 2 r 7 O I1_ Q) Q) U) Oo 00 O OC C\J 0 M oa Cj-- C\J L -Li LLJ �Q L_ SCALE 1500 0 0 'o PD -2 �0 V) O J O . I PA d 7 S21 01 m O 0 3�: Q r) S w m _ �o aw o �z w Z �U Y U ,. _, U Q JV) w U) Qw = Up U z 0 a F- 0 x cn z Q O z w M ^Q W 0 x I p 0 n I -- LL] Ld w Ld &r l � l j � ` � -- � ,.� -. �✓ � f 1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER n( -Ni 17 r r Q -`,<tQani 1FQT --- --- DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TO -AL PROJECT No SHEETS 06 Ker 99 33.5/34.0 3(,o (o( Q�pFESSIpM REGISTE E CIVIL ENGINEER �o 4<1 4/ F� MICHELE JOHNSON i No, C 69116 PLANS APPROVAL DATE 06/30/08 The State of California or Its officers 1-r xP' agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan 9)F of CALZFp��� sheet. Caltrans now has c web site! To get to the web site, go to. http://www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 W LIJ LiJ uo _ !-,ns have been approvad Ior I Lj t No. i z G 4 j;ry FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET PD -1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION r I 1 n F 2 r 7 O I1_ Q) Q) U) Oo 00 O OC C\J 0 M oa Cj-- C\J L -Li LLJ �Q L_ SCALE 1500 0 0 'o PD -2 �0 V) O J O . I PA d 7 S21 01 Q S C7 _ V Z w Q > U) 0 Z > �., Vi Q 0 z 0 a F- 0 x cn z Q O z w M ^Q W 0 x I p 0 n I -- LL] Ld w Ld &r l � l j � ` � -- � ,.� -. �✓ � f 1 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER n( -Ni 17 r r Q -`,<tQani 1FQT --- --- DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TO -AL PROJECT No SHEETS 06 Ker 99 33.5/34.0 3(,o (o( Q�pFESSIpM REGISTE E CIVIL ENGINEER �o 4<1 4/ F� MICHELE JOHNSON i No, C 69116 PLANS APPROVAL DATE 06/30/08 The State of California or Its officers 1-r xP' agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan 9)F of CALZFp��� sheet. Caltrans now has c web site! To get to the web site, go to. http://www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 W LIJ LiJ uo _ !-,ns have been approvad Ior I Lj t No. i z G 4 j;ry FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET PD -1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION r I 1 n F 2 r 7 O I1_ Q) Q) U) Oo 00 O OC C\J 0 M oa Cj-- C\J L -Li LLJ �Q L_ SCALE 1500 0 0 'o PD -2 �0 V) O J O . I PA d 7 S21 01 x x �C4 Z O ii I !E S` 1 s. -300 mm. WHITE Y LINE -L=1.6 m 1 C., G <? i i s ; E r i 1 G/ i i fs- --- --- - ---- -------- -- C z ti THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i L i I i I Ca l t rans," • • _ i ROUTE r) SHEET W V) m TOTAL PROJECT 0 Z o w W rr 99 33.5/34.0 Ir W LiJ Q O W LC) Lr) C) ap Q 1� •� r G Q 0m LLI co Q W om 7 Ld /n C) r-1 U J (n W Q Lil = Up U �C4 Z O ii I !E S` 1 s. -300 mm. WHITE Y LINE -L=1.6 m 1 C., G <? i i s ; E r i 1 G/ i i fs- --- --- - ---- -------- -- C z ti THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i L i I i I Ca l t rans," • • _ i ROUTE KILOMETER POST SHEET Q TOTAL PROJECT 0 Z x--- 0 99 33.5/34.0 Ir Z Q � O Z v a o �C4 Z O ii I !E S` 1 s. -300 mm. WHITE Y LINE -L=1.6 m 1 C., G <? i i s ; E r i 1 G/ i i fs- --- --- - ---- -------- -- C z ti THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i L i I i I Ca l t rans," • • _ i ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 99 33.5/34.0 37 Co��► Lf OFESSI0h REGISTERS CIVIL ENGINEER MICHELE JOHNSON �\ No. C 69116 m 1 r PLANS APPROVAL DATE \ 06/30/Q8 , o The State of California or Its officers or � xp' � agents shall not be responsible for the accuracy.Sj CIVIL P or completeness of electronic copies of this plan qTF p� CALIF a l \ sheet. Caltrans now has a web site! To get to the web site, go to; hope//www.dot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 , i 4 l st t '� } 2 5 A \ SSE SHE c C o :ve bNainproved for i f' :armit No. ' on �' O O 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN N LJ w PAVEMENT DELINEATION LL oi 0 FOR NOTES, ABBREVIATIONS SCALE 1:500 00 AND/OR LEGEND, SEE SHEET PD-1PD-3 o ,— I (D/ USERNAME 0 USERNAME => $USER f^ nrnl 177 T t C- - 1, fiorn4 ,r c -r rI I OC- 9 C; 7 C A A ec o 0 4 n 4 K4 �) o m w ~m o aw w JZ Y (D U U JV) w Qw = Up U F- r 0 AB (CL 2) 0 w X--- CD q Z 866 w w 98 o V) FM 99+34 to 100+33 w rr 16 V) 22 22.34 14.92 w 0.48 > i - FROM PLACE AC (MISC AREA) w a m � o X w c9Q0 TOTAL 1 121 1 1 164 0 F Q0 L-3 or1r) Rt TOTAL 22.34 292.28 71.38 oCD L-3 � o �) o m w ~m o aw w JZ Y (D U U JV) w Qw = Up U ROADWAY QUANTITIES STATION F- r Q AB (CL 2) 0 _ X--- A 196+47 to FM 100+55 q Z 866 w Q 98 'o V) FM 99+34 to 100+33 Z o 16 FROM PLACE AC DIKE 22 22.34 14.92 FROM AB (MISC AREA) 0.48 LA C) ROADWAY QUANTITIES STATION AC (TYPE A) (12.5 mm Max) AC (TYPE A) (19 mm Max) AB (CL 2) TONNE TONNE m3 A 196+47 to FM 100+55 m 866 427 W 47+61 to 49+32 98 129 78 FM 99+34 to 100+33 71.38 169 16 FROM PLACE AC DIKE 22 22.34 14.92 FROM AB (MISC AREA) 0.48 L-2/3 42 FROM PLACE AC (MISC AREA) 1 219.07 m 14.20 L-3 FM 99+60 to 100+33 Lt TOTAL 1 121 1 1 164 563 MINOR CONCRETE PLACE AC DIKE SHEET No. STATION LOCATION AC DIKE TYPE C AC DIKE TYPE E AC DIKE TYPE F AC (TYPE A) (12.5 mm Max) m m m TONNE L-1/2 A 196+47 to 197+19 Lt m2 L-2 71.38 2.74 L-1/2 A 1 97+1 9 to 197+41 Lt 22.34 14.92 TOTAL 0.48 L-2/3 A 197+41 to FM 99+60 Lt m 219.07 m 14.20 L-3 FM 99+60 to 100+33 Lt Lt 73.21 A 195+11 to 196+31 4.74 F L-3 W 48+64 to 49+15 Rt TOTAL 22.34 292.28 71.38 22.16 * See Roadway Quantities . for Grand Total. SHEET No. STATION LOCATION CONCRETE SIDEWALK CURB RAMP CURB Al -150 CURB A2-150 OR A2-200 CURB B-4 TEXTURED PAVING M3 m3 m3 m3 m3 m2 L-2 FM 98+37 to A 199+98 Rt 71.30 200 mm (1 .83 m-0.31 m) (5.18 m-2.14 m) 14.92 TOTAL L-2 A 198+37 to 198+90 Lt EA m m m m 144.92 L-2/3 FM 99+34 to 100+90 Lt PD -1 A 195+11 to 196+31 9.41 F L-3 W 48+64 to 49+15 Rt 10.41 L-3 W 47+62 to FM 100+33 Rt, Lt 21.22 1.38 27B 17.38 L-3 W 47+62 to 47+64 Rt, Lt 0.98 L-3 W 48+82 to 49+15 Rt 5.71 0.47 L-3 W 48+63 to 49+11 Rt 91 134.24 PD -2 FM 96+91 to 98+72 Lt F TOTAL 1 26.93 1.85 9.41 28.77 14.92 279.16 EARTHWORK QUANTITIES STATION .ROADWAY EXCAVATION EMBANKMENT (N) OBLITERATE SURFACING (N) M3 m3 m2 FM 96+80 to 101 +00 121 1 .61 2784.94 NON REFLECTIVE W 47+65 to 48+20 98.02 53.71 TOTAL FM 99+35 to 99+94 TYPE G TYPE H 71.30 200 mm (1 .83 m-0.31 m) (5.18 m-2.14 m) (3.66 m-0.92 m) TOTAL 1309.63 2838.65 71.30 (N)= Not a separate pay item, for information only. PAVEMENT DELINEATION QUANTITIES ri DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 2 07 evoFESSI�� REGISTERE CIVIL ENGINEER MICHELE JOHNSON No. C 69116 mm PLANS APPROVAL DATE 06/30/08 The State of Colifornla or Its officers or Xp' agents shall not be responsible for the accuracy J, CIVIL � or completeness of electronic copies of this plan 4)F OF sheet. OF CALF Caltrans now has a web site! To get to the web site, go to. http://www.dOt.CG.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94 583 AGGREGATE BASE (MISCELLANEOUS AREA) LOCATION AREA AB (CLASS 2) M2 mm m3 Textured Pavement 279.16 150 41.90 NON REFLECTIVE (SPRAYABLE) 100 mm BROKEN 200 mm BROKEN TOTAL 41.90 * See Roadway Quantities for Grand Total. SHEET No. STATION Loc DETAIL PAVEMENT MARKERS THERMOPLASTIC TRAFFIC STRIPE THERMOPLASTIC PAVEMENT MARKING DELINEATOR (CLASS 1) OBJECT MARKER RETROREFLECTIVE NON REFLECTIVE (SPRAYABLE) 100 mm BROKEN 200 mm BROKEN TYPE C TYPE D TYPE G TYPE H 100 mm 200 mm (1 .83 m-0.31 m) (5.18 m-2.14 m) (3.66 m-0.92 m) EA EA EA EA EA m m m m m m2 EA EA PD -1 A 195+11 to 196+31 Lt F 3 PD -1/2/3 A 194+86 to FM 101+05 Lt 27B 611 PD -2 FM 96+66 to 97+57 CL 8 91 PD -2 FM 96+91 to 98+72 Lt F 4 PD -2 FM 98+72 to 99+39 Rt G 4 PD -2 FM 97+57 to 98+37 CL 36A 6 22 80 PD -2/3 FM 98+37 to 100+59 CE 25A 31 222 PD -3 FM 99+61 to 100+28 Rt G 4 PD -3 FM 100+51 Rt K-1 1 PD -3 FM 100+57 Lt TYPE I (5.49) ARROW 2.32 PD -3 W 47+71 Rt TYPE II (R) ARROW 4.18 PD -3 W 48+14 Rt TYPE III (R) ARROW 3.90 PD -3 W 48+51 Rt STOP BAR 4.32 PD -3 FM 100+34 Lt CROSSWALK 4.32 PD -3 FM 100+58 Rt CHEVRON STRIPE 3.07 PD -3 FM 100+55 to 101+05 36 8 50 PD -3 W 48+13 to 48+64 Rt 36 8 51 PD -3 W 47+67 to 48+51 Rt 9 9 129 PD -3 W 48+85 to 49+33 Rt 9 4 48 PD -3 W 48+64 to 49+29 Rt 27B 65 21 PD -3 W 47+62 TO 47+67 Rt CROSSWALK 0.69 TOTAL 19 47 2-2---7 898 181 0 268 21 22.80 15 1 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I i I I I I I I I ncni a r i F- -� tQFni IF QT SUMMARY OF CU 0625 E i ;cnt Pon -nit No, s � QUANTITIES zO 20 �o. Q_1 �o a FA 428101 El nm m w ~n n aWw Jz Y �U U U JV) W QW = Un U REMOVE TRAFFIC STRIPE & PAVEMENT MARKER SHEET No. STATION n REMOVE PAVEMENT MARKER (N) (T) LU co EA CD W 47+67 to 48+46 79 6 PD -3 W 48+47 n w TOTAL LU rr 2 118 491 EC -2/3 f- 1 W 1160 2 2 W Q r1r n X w Q0 Q0 TOTAL ~ate o 5 4 118 679 n M M CD � a nm m w ~n n aWw Jz Y �U U U JV) W QW = Un U REMOVE TRAFFIC STRIPE & PAVEMENT MARKER SHEET No. STATION REMOVE TRAFFIC STRIPE (N) REMOVE PAVEMENT MARKER (N) (T) m EA PD -3 W 47+67 to 48+46 79 6 PD -3 W 48+47 11 311 TOTAL 90 6 (T) = THERMOPLASTIC (N)= Not a separate pay item, for information only. COLD PLANE ASPHALT CONCRETE PAVEMENT SHEET No. STATION AREA M2 L-3 W 48+13 to 49+32 102 Lt 311 EA METAL BEAM GUARD RAILING MBGR ALTERNATIVE REMOVE SHEET STATION LOCATION LAYOUT (WOOD IN-LINETERMINAL MBGR = Q No. POST) SYSTEM X___ c' m EA m w Z L-1/2 A 196+47 to 197+33 Lt 1 1 A 70.88 1 86 'o Z p TOTAL 70.88 1 86 H f--1 c) z 0 fel a 0 X z Q 0 z w a W 0 X Lit TEMPORARY 'EROSION CONTROL TEMPORARY RAILING (TYPE K) SHEET No. STATION LOCATION LENGTH m TH-1 /2/3 A 196+47 to 199+56 Lt 311 EA EA EA 2 TOTAL 311 TRAFFIC HANDLING DEVICES FLASHING STATION TEMPORARY BEACON CHANNELIZER CRASH CUSHION (PORTABLE) FIBER ROLL MODULE EA EA EA 2 53 14 SHEET No. STATION LOCATION TEMPORARY EROSION CONTROL DRAINAGE INLET PROTECTION FLARED END SECTION PROTECTION SILT FENCE FIBER ROLL M2 EA EA m m EC -1/2/3 A 196+00 to W 47+60 Lt 3734 3 2 118 491 EC -2/3 A 198+37 to FM 100+60 Lt/Rt 1160 2 2 188 TOTAL 4894 5 4 118 679 PLACE AC (Mist AREA) SHEETPLACE No. STATION LOCATION AC (M i sc AREA) AC (TYPE A) (12.5 mm Max)* M2 TONNE D-2 FM 198+70 Lt 0.30 0.72 TOTAL 160 TOTAL 0.72 * See Roadway Quantities for Grand Total. 1 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 1 33.5/34.0 Sol J 6P (0 ll-L��l�l�-ti �j 2 07 pF E S S I� R REGISTERED IVIL ENGINEER �o e IVq<' MICHELE JOHNSON /a h No. C 69116 PLANS APPROVAL DATE 06/30/08 The State of California or Its officers or xp' agents shall not be responsible for the accuracys1. CIVIL P ti or completeness of electronic copies of this plan qTF of CAL1Fp�� sheet. Caltrans now has a web site! To get to the web site, go to. http://www.cof.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 TEMPORARY FENCE (TYPE ESA) SHEET No. STATION LOCATION LENGTH m L-1/2/3 A 196+00 to 200+70 Lt 160 TOTAL 160 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER I SCALE IS IN MILLIMETERS I I I I I I I I n(,.N1 F T I I= -� 4z'Q F7 n IF7cr SUMMARY OF CU 06257 Ub N IACC. 0;779 :Ian I I. '.. c n_ QUANTITIES zO 00 > o Q-2 �_ 1�W 0 a C J FA 4261 n1 M 5-1_/-P7t� T 11" LC) �L0 N 6� s_ o ul? O oL C3 M � L_ o w w � I- 1 -o LEGEND/ABBREVIATIONS 0 w C0 Q ♦ 0 w w r'r • RESET ROADSIDE SIGN -1-� w > t— w a � o Ld U-) Lr) o 0 p 0 ON CENTER �Q V DOUBLE POST ROADSIDE O A 0 C) m Z w CD ~C f --i Q LL1 Jz W C� Y t U J W QW Z Up U LEGEND/ABBREVIATIONS NOTES: Q ♦ RELOCATE ROADSIDE SIGN 1. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. �- 'r ROADSIDE SIGN • RESET ROADSIDE SIGN -1-� EXISTING DOUBLE POST ROADSIDE SIGN EXIST SIGN TO REMAIN SINGLE POST ROADSIDE SIGN MA SIGNAL MAST ARM MOUNTED SIGN Ljj O.C. ON CENTER �Q V DOUBLE POST ROADSIDE O A 0 Z � 0 f --i 0�-/4� / t VI Q a LEGEND/ABBREVIATIONS NOTES: ROADSIDE SIGN No. ♦ RELOCATE ROADSIDE SIGN 1. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. �- EXISTING SINGLE POST ROADSIDE SIGN • RESET ROADSIDE SIGN -1-� EXISTING DOUBLE POST ROADSIDE SIGN EXIST SIGN TO REMAIN SINGLE POST ROADSIDE SIGN MA SIGNAL MAST ARM MOUNTED SIGN O.C. ON CENTER DOUBLE POST ROADSIDE SIGN A OVERHEAD SIGN � SALVAGE ROADSIDE SIGN/SIGN PANEL 0 CSI trams 0 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 YO C.oCp c5? QRpFESSION REGISTERED CIVIL ENGINEER �o ql MICHELE JOHNSON .- `�la�- No. C 69116 M PLANS APPROVAL DATE 06/30/08 The State of California or its officers or xp' agents shall not be responsible for the accuracy C I V I L P or completeness of electronic copies of this plan ATF sheet. OF CALIF Caltrans now has a web site! To get to the web site, go to: http://www.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 163 -R--- ---- ----- -- - 1 \ i ROUTE 99 i. i� . '� � --'JSP �_-_.@f-_--'��_.-..�._._._-_—��. ��.--._�_•--__� �-.-.._-�---"—�-j- _'•__r..^_•- -...�. .�- .__-.--•-—__._._.•_ '- ... _____.� .._ -_ _s� __ __ #. _..___ _ a# __... _-_ ..9-._..._.-.d_._�_ —_ _5�................ �_.__...___.-_.�_. -- _____ -------- ---------_ -----l--9 5 ,i i' li THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I -L I I I I I I USERNAME=>$USER fl(`_Nl F - T I F'-'� -tRFn1 1 CT F N� F CIO W w V) Me T- o N L v/ 0 r L V) 11-1 LO 00 00 1 0 > 0 N z � I ALL DIMENSIONS ARE IN 'ro 1"Hes ' :, ]METERS UNLESS OTHERWISE SHOWN CL 0 60`} — tJ MC — 027 Ll 1, w �: j� .�a�a... _ =d� SIGN PLAN L � 4 LT SCALE 1:500 000 S-1 <U) 0 CU 06257 EA 428101 f`®f, i ij iii it � \ � i I t l '! t i 163 -R--- ---- ----- -- - 1 \ i ROUTE 99 i. i� . '� � --'JSP �_-_.@f-_--'��_.-..�._._._-_—��. ��.--._�_•--__� �-.-.._-�---"—�-j- _'•__r..^_•- -...�. .�- .__-.--•-—__._._.•_ '- ... _____.� .._ -_ _s� __ __ #. _..___ _ a# __... _-_ ..9-._..._.-.d_._�_ —_ _5�................ �_.__...___.-_.�_. -- _____ -------- ---------_ -----l--9 5 ,i i' li THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I -L I I I I I I USERNAME=>$USER fl(`_Nl F - T I F'-'� -tRFn1 1 CT F N� F CIO W w V) Me T- o N L v/ 0 r L V) 11-1 LO 00 00 1 0 > 0 N z � I ALL DIMENSIONS ARE IN 'ro 1"Hes ' :, ]METERS UNLESS OTHERWISE SHOWN CL 0 60`} — tJ MC — 027 Ll 1, w �: j� .�a�a... _ =d� SIGN PLAN L � 4 LT SCALE 1:500 000 S-1 <U) 0 CU 06257 EA 428101 f`®f, DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 1 r Lj� lil06 Ker 99 3305/34v0 1 L! ►' " \ FL�F SIO t i 1 Q h,4REGISTER CIVIL ENGINEER MICHELE JOHNSON CD +/p � �No. C 69116�_\ f PLANS APPROVAL DATECC r ;r 06/30/08 �xpThe Stote of California or Its officers or -..__i r.Vi(� : ! r IA__ i J ( ` ogents shall not be responsible for the accuracy s� CIVIL �P 1 l or completeness of electronic copies of this plan ATF o F CALIF sheet. Caltrans now has a web site! To get to the web site, go to: hfp://www.dot,co.Gov CITY OF BAKERSFIELD it ! { 1501 TRUXTUN AVENUE BAKERSFIELD CA 93301 w V) _ L I C C S T Y LIN INTERNATIONAL f; - - �` '> 2010 CROW CANYON PLACE SUITE 350 0 w �� �� A 9 w � �1 ,` it i( ! ,' `� �� �'` SAN RAMON CA 94583 �'t 9 W �w Q 11 1 CD �* S G - 25(CA) om m w ~� o Qw w -J z U U _I Lf) w Qw = Up U I z 0 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I i I i I i USERNAME=>$USER nC,N F T I F => �tRFOI IFST I F— L1J L1J w w r I have bean approved for C�bO �j MC-- 0;z ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 06257 SIGN PLAN SCALE 1500 S-2 199 (\j O Cn 4- a� a� 00 c O U O� N � M � wW J LLC) EA 428101 F- a r C7 _ x--- 0 V' z w Q > to 0 z > V) a W I z 0 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I i I i I i USERNAME=>$USER nC,N F T I F => �tRFOI IFST I F— L1J L1J w w r I have bean approved for C�bO �j MC-- 0;z ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 06257 SIGN PLAN SCALE 1500 S-2 199 (\j O Cn 4- a� a� 00 c O U O� N � M � wW J LLC) EA 428101 Q, WHITE LANE Lb, 4 --- ---- �01 it IL R 2 101 30 A 57;— 3 0 U J -45Y R L7 qL EM I TEL < 2 3 3 1 0 C L AG11 i H I AR26(CA) F FF t . . . ........... Y F X TH I/S PLAN ACCURATE FOR S I G N I N-C'N' O-RUY FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 1 1 1 1 1 1 1 1 1 USERNAME => $USER nC'.N F I I F => �RFOI IF�T DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 q 7- (p (p e'()FESSI4 REGISTER CIVIL ENGINEER 4 /MICHELE JOHNSON rn No. C 69116 M PLANS APPROVAL DATE cr The State of California or its officers or xp.06/30/08 agents shall not be responsible for the accuracy s> CIVIL or completeness of electronic copies of this plan 4'�' %�- sheet. OF- CALI Caltrans now has a web site! To get to the web site, go' to: http://www.dot.CC7.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ' CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 S— 2- SEE SHE -C) 4- -C approved for C\J 02 -4 Lj V� } _,.- LC) 00 (D C f 00 0 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LL,j LJ; SIGN PLAN LLC z: SCALE 1:500 0 0, S-3 CU 06257 V) < 0 EA 428101 � >- C) M m Lu I-- o 0 QW _jz W W D (D U U 6-4 JV W Qw = Up U z a 0 Z - - 0, Z > a o V) Z 0 0 1--' N a 0 0 I ME J d U ROADSIDE SIGN QUANTITIES 1 DIST COUNTY ROUTE KILOMETER POST SHEET T� TOTAL PROJECT No SH t 06 Ker 99 33.5/34.0 `j S f RpFESS j0 REGISTERD\\. IVIL ENGINEER �q� E MICHELE JOHNSON PLANS APPROVAL DATE No• C 69116 � The State of California or Its officers or 4X XP.06/30/08 agents shall not be responsible for the accuracy 'P . CIVIL P or completeness of electronic copies of this plan qTFpF��� sheet, OF CALIF Caltrans now has o web site! To Get to the web site, Go to. http://www.dot.co.Gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 SHEET No. SIGN No. CODE 0 ao POST SIZE AND LENGTH WOOD POST o I Lu z .< ) INSTALL ROADSIDE SIGN BACKGROUND LEGEND 0 3-- :2 o � >- C) M m Lu I-- o 0 QW _jz W W D (D U U 6-4 JV W Qw = Up U z a 0 Z - - 0, Z > a o V) Z 0 0 1--' N a 0 0 I ME J d U ROADSIDE SIGN QUANTITIES 1 DIST COUNTY ROUTE KILOMETER POST SHEET T� TOTAL PROJECT No SH t 06 Ker 99 33.5/34.0 `j S f RpFESS j0 REGISTERD\\. IVIL ENGINEER �q� E MICHELE JOHNSON PLANS APPROVAL DATE No• C 69116 � The State of California or Its officers or 4X XP.06/30/08 agents shall not be responsible for the accuracy 'P . CIVIL P or completeness of electronic copies of this plan qTFpF��� sheet, OF CALIF Caltrans now has o web site! To Get to the web site, Go to. http://www.dot.co.Gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 SHEET No. SIGN No. CODE SIGN MESSAGE PANEL SIZE (N) POST SIZE AND LENGTH WOOD POST o I Lu z .< ) INSTALL ROADSIDE SIGN BACKGROUND LEGEND FURNISHED SINGLE SHEET ALUMINUM SIGN GRAF FITI FLOW RELOCATE ROADSIDE SIGN (WOOD POST) RELOCATE ROADSIDE SIGN (SSBM) ONE POST SHEETING COLOR RRF ASTM TYPE SHEETING COLOR RRF ASTM TYPE UNFRAMED STANDARD PREMIUM 89x140 1.6 mm mm m EA m2 EA EA S-3 3-1 R26 (CA) NO PARKING ANYTIME 1 3-2 G77 (CA) NORTH 99 SOUTH w/DIRECTIONAL ARROWS 1 3-3 R2 (45) SPEED LIMIT 45 1 3-4 R26 (CA) NO PARKING ANYTIME 1 3-5 G92 (CA) FREEWAY ENTRANCE 1 G28-2 (CA) CALIFORNIA 99 M3-3 SOUTH M6-2 DIRECTIONAL ARROW 3-6 W11-2 PEDESTRIAN SYMBOL 762x762 3.3 X 1 YELLOW III BLACK 0.581 X 3-7 135-10A PED etc., PROHIBITED 1 3-8 G92 (CA) FREEWAY ENTRANCE 1 G28-2 (CA) CALIFORNIA 99 M3-3 SOUTH M6-2 DIRECTIONAL ARROW 136-1 (Lt) ONE WAY TOTAL 1 0.581 4 3 KInTC C Post lengths are approximate. Exact post lengths to be determined by the Engineer. X= )= Not a separate pay item, for information only LEGEND RRF RETROREFLECTIVITY W/ WITH FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 ( USERNAME => $USER SCALE IS IN MILLIMETERS I I i I i I i I nC;N F T I F => TRF01 IF'�T 0 4; r an approve or � o I`LL, w„... $tib. u� o� 00 O CD � N w w SIGN QUANTITIES LL0 LL o �0 0 SQ -10 LV L C V) 4 C J C CU 06257 EA 428101 �'/�� 0 _1 TOP OF RETAINING WALL ELEVATIONS "RW LOL" 0 "RW LOL" w `" co Q "RW LOL" E I ev 0 w 0 _ L P" P" w > �- w a � o L d LO Cfl F-- 0 0 Q 114.937 0 00 00 1+95 0 0 0 2+52 113.941 0m z w m 1-0 115.379 aw 0 Jz w :D (D Y U U I cn w Qw = UQ U _1 TOP OF RETAINING WALL ELEVATIONS "RW LOL" F- "RW LOL" E I ev "RW LOL" Q "RW LOL" E I ev "RW LOL" E I ev 0 _ x--- P" 0 114.811 V) 115.326 1 +90 115.594 z 115.598 2+50 114.061 1+05 w Q 114.937 > V) 1+95 0 2+25 115.467 2+52 113.941 1+10 z 1+40 115.045 a 115.379 2+00 115.893 2+30 115.293 1+15 � Q 115.139 0 0 2+05 115.847 2+35 _1 TOP OF RETAINING WALL ELEVATIONS "RW LOL" E I ev "RW LOL" E I ev "RW LOL" E I ev "RW LOL" E I ev "RW LOL" E I ev "RW LOL" E I ev 1+00 113.938 1 +30 114.811 1 +60 115.326 1 +90 115.594 2+20 115.598 2+50 114.061 1+05 114.088 1 +35 114.937 1 +65 1-15.358 1+95 115.889 2+25 115.467 2+52 113.941 1+10 114.236 1+40 115.045 1 +70 115.379 2+00 115.893 2+30 115.293 1+15 114°383 1+45 115.139 1 +75 115.436 2+05 115.847 2+35 115.038 1+20 114.529 1 +50 115.217 1 +80 115.504 2+10 115.784 2+40 114.706 1+25 114.673 1+55 115.28 0 1 +85 115.556 2+1 5 115.702 2+45 114.363 152.0 m ALONG "RW LOL" Beg Ret WALL Beg CONCRETE BARRIER TYPE 732A Beg CHAIN LINK RAILING TYPE 7 H=2°40 mi END Ret WALL H=1.82 m END CONCRETE BARRIER TYPE 732A Beg GUTTER H=1 ,82 m H=2.40 m H=3.00 m H=3.00 m END CHAIN IN RAILING TYPE 7 "RW LOL" 1+00.000 END GUTTER 22.5 m 16.7 m 29.0 m 63.0 m "RW LOL" 2+52.00 BO -3 3 Equal Spaces awl 1 1° 0 m 9° 8 m 116 --�---,---,---T------T- - --�- R-, �t#_Ty! ----,------r---,---T---F-r---,----I---r---,---T---�---APP7ox,-Corra1---T---I---7- -r- 116 (-� -4. II-A No�-e �4 ,;---- - dtr FL: ' 1I III L--1---� ----- 1 ----- -L- 1---1 -- - �-1----1------1--- =t-- 1---1---�----a--- 1---�-- � ---� �#3 - rrtm- 1-B 3-;--9 � �- ���� - ��_1 � �--�� � � P;�F 1 1 1 1 1 i i i 1 1_--'- -r -1 1 1 1 1 1 ''-�1 1 1PLASTIC _�_--�-- ,-- T 1 1 �- Ret , WALL WALLB3-9 1 1 5 --- PI1�E- -- i----- r- r-_��--f=-r--rt--r----fi------t-- i---rt---r--rt---------t---r--rt ,---fi---�--- -- rt ---r- 1 1 5 CAP THIS DRAIN J-- L------1-- - -1--= Z---►-- L--J------L--I---L_ J ---L--- �r-aK--END OF PSP 'PSS' AT , ''RW L6L114 114 ' UTILITYB 3- 9i 1 r 1 i 1 1 1 1 1 1 1 i -' --!---L---' - 1_ --f-L------------------------- L: OPENING ,----------- ---�--��______�_-�__+______+_____=-__----,_-_-�__-�,____,___-�___�__�___,� - ---� , FL 113.509 1 1 3 --4 --- ---- ----4----a---1�---4----I----1---4--- -T --� __-4---+--+1---4---1----4---A---I---4----1---4! -----F-I---1----4-V- �---�-- 4---�-- 1 1 3 I I I I I I I I r+- -!--F---I---'-F---1----I---+---N--- +---1----f---i-�---i --+-� 1 1 j 1 1 1 1 L 1___ I I 11 I I I I I 1 1 I I I I I I I I 1 1 1 __� __ 7 1 1 1 1 1 F L 113.400 ' I I I T---r-�4---r--'1---r-- T-- i I I I I I I I I I I I I I I I I I 1 I I r---7---r---1---T--1---T---1---7- -� - 1---T---7--T---1---7---1 L1 1 2 --J--- ---1---1-- 1--- 1-- -- -- L ---� -8--3t1I--8- 1r-----Art-------- 111 112 V Bot Typ SLASTIC 1I120II25 B3DATUM Elev 111 WALL DRAIN "RW LOL" 1+00 +20 +40 +60 +80 2+00 +20 +40 +60 NOTES: 1 FOR EXCAVATION AND BACKFILL PAYMENT LIMITS, SEE CALTRANS STANDARD PLANS A62B 2 FOR RETAINING WALL EXPANSION JOINTS AND WEAKENED PLANES DETAILS AND LOCATIONS SEE CALTRANS STANDRARD PLANS BO -3 3 CONCRETE BARRIER (TYPE 732A) AND CHAIN LINK RAILING (TYPE 7) NOT SHOWN FOR CLARITY 4 EXTEND WATERSTOP 0°15 m INTO CONCRETE BARRIER AND STOP 0.30 m BELOW FG RETURN \0 SEE "RW Co MIRROR DEVELOPED ELEVATION SCALE Hor i z 1:500 Vert 1 :50 A9 PLAN SCALE 1:500 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS l PERMANENT FOOTING EASMENT - 450 mm MIN - Caltrans DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 IY4/ QVpFESSION REGISTERED CIVIL ENGINEER �o q� 41/ Odeon M. L i T No. C31895 PLANS APPROVAL DATE 12/31 /08 The State of Collfornia or its officers or xP' agents shall not be responsible for the accuracy sT C I V I L P or completeness of electronic copies of this plan qTF sheet. OF CALIF Caltrans now has a web site! To get to the web site, go to. http://www.dotca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 "RW LOL" CHAIN LINKC--52 1 -52 RAILING C11-5 CONCRETE BARRIER ( TYPE 7) x J(TYPE 732A) RETAINING WALL TYPE 7 SEE "RW -2" SHEET Approx FG SEE ROAD FL 250 m m 0 --1 PG&E GAS LINE TYPICAL SECTION NO SCALE CURVE DATA NO R 0 T L 1 164.593- -f-34°48'38" 76°505 143°229 These plans he1 r_d for 0(on •-ij mc- 0239 Encroachim-Int Pel,mit ). Conc Gtr -Approx OG ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN RETAINING WALL NO. ;zz THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY. O 20 40 60 80 I i I J L I USERNAME=>$USER nr_ni F t i F7 -> 4ZRF'ni 1F7cT SCALE AS SHOWN RW -1 CU 06257 1 EA 428101 C 0) 0 L 0 0 T L 1-11 U) L U � L ZU-). o0. 001 o 00- M C1 i1 L- 0 wW 1 _j~ �Q LL - E) �o M, S�j 7 4�- - i i 0 0 0 Q Uj m 490 m3 STRUCTURER w o x--- BAR REINFORCING STEEL RETAINING WALL)13,760 kg 200 -mm PERFORATED STEEL PIPE UNDERDRAIN (1.63 -mm THICK) � Z w > �- w Q r'r 0 w(.0 V) �0 0 aN-1 11-1 coo co 0 0 z 0 EXISTING POWER LINE POLE WITH RISER FG FOOTING KEY EXISTI� POWER L11VL i VLL WITH RISER 1 1 I 1 , I 1 1 I 1 , 1 1 , i 1 1 I 1 , I i 1 I 1 1 I i I I 1 I I i � I 1 1 I 1 � I 1 , I 1 I I 1 1 I 1 I I 1 1 I � I I 1 , I 1 , I 1 , I 1 i I 1 1 I 1 I I 1 I I 1 , I 1 , I 1 i I 1 I I 1 , I 1 , I 1 I I 1 I I 1 I I I � i I 1 � 1 I I I I � I � I � I � 1 I 1 I 1 I I I I I � I I I I I I I i I I I i' i I POLYSTYRENE SECTION- C -C NO SCALE #22 L TOTAL 150 150 BUNDLE TOTAL 4 C DETAIL A NO SCALE mm THICK POLYSTYRENE SECTION B -B NO SCALE EXISTING POWER LINE POLE WITH RISER 3 500 2 000 I TnD nC' WAI 1 I C\/CI RETURN WALL - NO SCALE 01 L7 STA 1 +00 STA 2+52 0 0 16 300 ELEVATION 6 H@ 400 RETAINING WALL SECTION D -D NO SCALE LOCATION i Q Sta 1+00.000 TO Sta 2+52.000 STRUCTURE EXCAVATION (RETAINING WALL) 490 m3 STRUCTURER 385 m3 STRUCTURAL CONCRETE (RETAINING WALL) x--- BAR REINFORCING STEEL RETAINING WALL)13,760 kg 200 -mm PERFORATED STEEL PIPE UNDERDRAIN (1.63 -mm THICK) � Z 152 m CHAIN LINK RAILING (TYPE 7) 152 m CONCRETE BARRIER (TYPE 732A) w Q > V) 0 z 0 > V Q o � z 0 EXISTING POWER LINE POLE WITH RISER FG FOOTING KEY EXISTI� POWER L11VL i VLL WITH RISER 1 1 I 1 , I 1 1 I 1 , 1 1 , i 1 1 I 1 , I i 1 I 1 1 I i I I 1 I I i � I 1 1 I 1 � I 1 , I 1 I I 1 1 I 1 I I 1 1 I � I I 1 , I 1 , I 1 , I 1 i I 1 1 I 1 I I 1 I I 1 , I 1 , I 1 i I 1 I I 1 , I 1 , I 1 I I 1 I I 1 I I I � i I 1 � 1 I I I I � I � I � I � 1 I 1 I 1 I I I I I � I I I I I I I i I I I i' i I POLYSTYRENE SECTION- C -C NO SCALE #22 L TOTAL 150 150 BUNDLE TOTAL 4 C DETAIL A NO SCALE mm THICK POLYSTYRENE SECTION B -B NO SCALE EXISTING POWER LINE POLE WITH RISER 3 500 2 000 I TnD nC' WAI 1 I C\/CI RETURN WALL - NO SCALE 01 L7 STA 1 +00 STA 2+52 0 0 16 300 ELEVATION 6 H@ 400 RETAINING WALL SECTION D -D NO SCALE LOCATION DESCRIPTION QUANTITIES Sta 1+00.000 TO Sta 2+52.000 STRUCTURE EXCAVATION (RETAINING WALL) 490 m3 STRUCTURER 385 m3 STRUCTURAL CONCRETE (RETAINING WALL) 270 m3 BAR REINFORCING STEEL RETAINING WALL)13,760 kg 200 -mm PERFORATED STEEL PIPE UNDERDRAIN (1.63 -mm THICK) 152 m MINOR CONCRETE (GUTTER) 152 m CHAIN LINK RAILING (TYPE 7) 152 m CONCRETE BARRIER (TYPE 732A) 152 m � etric DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 r a��K� �- p QRpFESSI0/v REGISTERED CIVIL ENGINEER �a ql j1 Odeon M. Li 1 �� Z No. C31895 PLANS APPROVAL DATE 12/31/08 The State of Callfornla or Its officers or xp agents shall not be responsible for the accuracys` C I V I L tiP or completeness of electronic copies of th/s plan q OF CALIF��� sheet. Caltrans now has o web site! To get to the web site, go to: http://www.dotca.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 i have, been apnoved for 'Ps. 1Y.;'s. ALL DIMENSIONS ARE IN MILIMETERS UNLESS OTHERWISE SHOWN RETAINING WALL DETAILS THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME => $USER SCALE IS IN MILLIMETERS ( 1 ( ( in r KI C T I C <tDCAI ICCT CU 06257 SCALE AS SHOWN RW -3 EA 428101 o 0 R0 >o W 0 0 Fo( Layout line -� - - 1.5 m min W TYPICAL SECTION Note: For details not shown, see B3-8 1- (1) -1 Layout line --P- - Finished grade 300 A fie: Dimensions Q and 0 see 1)-5 HAUNCH FOR CONCRETE BARRIER 30013001 U Bars ished grade or slope ice to alternate © bars 03 and © bars oint ace TABLE OF DIMENSIONS AND REINFORCING STEEL n DESIGN H (m) 1.2 1.82 2.4 3.0 3.6 W (m) 1.2 1.6 2.2 2.8 3.6 F (m) .30 .30 .38 .38 .38 D (m) .22 .22 .22 .45 .45 FOOTING COVER tm) .30 min .30 min .45 min 45 min ' .45 min �a Bars X Y #16 @ 450 Cont Cont #16(A 300 Cont Cont #19 @ 300 Cont Cont #19 @ 300 Cont 1.5 m #19 @ 230 Cont 1.5 m © Bars X y #19 300 1.6 m Cont #19 4 230 2.2 2.5 c� Bars #16 @ 450 d) Bars X #16 @,300 1 .2 #16 (A 300 1 .2 Ue Bars USERNAME => $USER $REQUEST 1 �,/)- #16 ra 300 #16 G, 300 �f Bars 3-#16 3-#16 Cont = Continuous GENERAL NOTES A Design: Service load design Loading case:. 1. Level slope with 11.50 KPa surcharge 2. 2:1 unlimited slope Concrete: n=9, f'c =22.41 MPa, fc =8.96 MPa Reinforcing steel: fy=413.7 MPa fs =165.5 MPa soil: Backfill: 0=340, r=19 KN/m3 Foundation: 0=340, c=9.6 KPa, r=19 KN/m3 Minimum allowable bearing pressure=95.76 KPa Lateral earth pressure: Coulomb's theory with S=00 Seismic: 1. Level slope, kh=0.3g 2. 2:1 unlimited slope, kh=0.1g DIST. COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 06 Ker 99 33.5/34.0 �L (16 RDF ESS 9� REGISTERED ENGINEER - CIVIL Odeon M. Li X 1 1 a--�- w No. C31 895 PLANS APPROVAL DATE ix xp,12/31 /08 The State of California or its officers or agentss� C I V I L P sha I I not be responsible for the accuracy or 92F N DF CALZFp�C, completeness of electronic copies of this plan sheet. v puns have been appirav 'e 9 :.. ):ib"menf Perm't No. i <� on - ? NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RW -2 STANDARD DRAWINGBRIDGE 10 Convert from EngI ish to Metric 2 Edit text STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION ENGINEERING OF SERVICES NO. KILOMETER POST • RETAINING WALL NO 1 RELEASE e/ 22� 93 DATE 97 22� .7 DESIGN BY J. C. M0ESE CHECKED 0. HOR RELEASED BY DETAILS BY R. YEE CHECKED O. HOR RETAINING WALL TYPE 7, H = 1.2-3.6m FILE Na. x514-010 SUBMITTED BY J. C_ MOESE DRAWING DATE 10/92 OFFICE CHIEF DS OSD 2147A (METRIC) (REV. 2/25/97)111 1 11111 1111 ORIGINAL SCALE IN MILLIMETERS FOR REDUCED PLANS 0 10 20 30 40 50 60 70 80 90 100 CU 06257 EA 428101 DISREGARD PRINTS BEARING EARLIER REVISION DATES -.► 1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 8/06 USERNAME => $USER $REQUEST 1 �,/)- FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i ,..J_J__ CU 06257 N W Q� / J � EA 428101 f �� �'� 7,;- DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS ABBREVIATIONS APPLICABLE WHEN CIRCLED= LEGEND: r - 06 Ker 99 33.5/34.0 -7 foto AMEND B & -- amendment B --balled and MIN ,minimum • • buriapped mm millimeter I - 0 Quantities shown ,� are per plant unless 0 Existing trees to remain �'fri� �`' c. � 2/9/07 �pNOSC�IP DIA EA g kg diameter each gram kilogram No - number PLT ESTE plant establishment VMT pavement • R/W right of way 2 - Q 3 -Does 2 shown • as m application rates. Sufficient to receive root bail. not apply to mulch areas. X Existing trees to be removed LICENSED LANDSCAPE ARCHITECT v �� 1 .� � )��� - ,� TIM K McKIMSON / m m2 meter square SF state furnished meter TAB toblet(s) 4 - 5 - As shown on Unless otherwise plans. shown on plans. No. 2051 PLANS APPROVAL DATE EXP. 9-30-08 m3 cubic meter TRVD traveled - Required �------ i Spread mulch to 75mm over The Stote of Colifornio or Its officers or ogents shall not be responsible for the occurocy MAX maximum 7 - 8 -See See Special Provisions. Standard Specifications ...... entire area are to where plants be installed. or completeness of electronic coples of this plan Of sneer. Q - See Standard Pion Detail. Coitrans now has o web site! To get to the web site, go to: hftp://Www.dof.co.gov CITY OF BAKERSFIELD NOTES: 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 w I. Underlinedportions of botanical name indicate r in _ abbreviations used on Planting Plans. T Y LIN INTERNATIONAL , CCS o > 2. See layout plans for existing trees to be removed. 2010 CROW CANYON PLACE, SUITE 350 W X All other trees shall be protected In place. SAN RAMON, CA 94583 - W w a AAM DESIGN, INC. a: 3730 MT. DIABLO BOULEVARD, SUITE 310 LAFAYETTE, CALIFORNIA 94549 d N N PLANT LIST AND PLANTING t. NSG.-© _jz W M W a o c� U PLANT PLANT QUANTITY HOLE SIZE BASIN IRON SOIL COMMERCIAL BASIN PLANTING LIMITS MINIMUM DISTANCE (m) FROM ON I GROUP No SYMBOL BOTANICAL NAME COMMON NAME SIZE S Z EACH �mm) TYPE E SULFATE Sul A E AMEND E DE FERTILIZER MULCH STAKING REMARKS S WAD PVMT FENCE WALL. AVSD DITCH H D CENMT)ER DIA DEPTH PLANTING PLT ESTE 1 ACACIA REDOLENS PROSTRATE ACACIA NO. 1 184 �9 �2 I 1 - 0.01 m3 115g 1 1 5g 0.03m3 - - 6 6 6 6 7 6 EVERGREEN GROUND- COVER X O 2 Q CISTUS X PURPUREUS ORCHID ROCKROSE NO. 1 236 0.01 m3 1 15g 115g 0.03m3 - - 2 2 2 2 2 2 EVERGREEN SHRUB V1 W J < 3 Q DODONAEA VISCOSA PURPLE HOPSEED NO. 1 15 I 1 - 0.01 m3 1 1 5g 115g 0.03m3 - - 3 3 3 3 3.5 3 EVERGREEN SHRUB > o Z ,..6A 4 ® EUONYMUS FORTUNE I WI NTERCREEPER NO. 1 166 I i - 0.01 m 3 1 15g 1 15g 0.03m 3 - - 6 6 6 6 7 4.5 EVERGREEN GROUND- �, COVE R w 5 LANTANA MONTEVIDENSIS TRAILING LANTANA NO. 1 649 �9 �2 I 1 - 0,01 m3 1 15g 1 15g 0.03m3 - -- 2 2 2 2 2.5 1 EVERGREEN GROUND- a COVER 6 MYOPORUM PARVIFOL IUM 'PUTAH CREEK' MYOPORUM NO. 1 192 0.01 m3 1 1 5g 115g 0.03m3 - - 3 2 2 2.5 2.5 2.4 EVERGREEN GROUND- COVER 7 • PARTHENOCISSUS TRICUSPIDATA BOSTON IVY NO. 1 29 9 �2 I i I - 0.01 m3 115g 115g 0.03m3 6 9 - - - - 4 4.5 3 DECIDUOUS VINE 8 CERCIS OCCIDENTALIS WESTERN REDBUD NO. 5 149 �2 II - 0.06m3 230g 230g 0.06m3 6 9 - 4.5 4.5 4.5 4.5 4.5 4 DECIDUOUS TREE o w 9 c CH I TALPA TASHKENTENSI S VAR. WHITE CLOUD CHI TALPA 'WHITE CLOUD' NO. 5 7 9 2 I l - 0.06m3 230g 230g 0.06m3 6 9 9 - 6 6 6 7 - DECIDUOUS TREE o I-- 10 Q ESCALLONIA 'TERRI' COMPACT ESCALLONIA NO. 5 86 ® 0 11 - 0.06m3 230g 2308 0.06m3 - - 2 2 2 2 2.5 1 EVERGREEN SHRUB a- {�y < W 11 LAGERSTROEMIA INDICA 'NATCHEZ' CRAPE MYRTLE NO. 5 27 9 O 2 11 - 0.06m3 230g 230g 0.06m3 6 9 9 - 4.5 4.5 4.5 5 _ DECIDUOUS TREE/SHRUB o12 a LEUCOPHYLLUM FRUTESCENS TEXAS RANGER NO. 5 43 �9 �2 11 - 0.06m3 230g 2308 0.06m3 - - 2.5 2 2 2 2.5 2 EVERGREEN SHRUB z e 13 • PISTACIA CHINENSIS CHINESE PISTACHE NO. 5 3 �9 �2 11 - 0.06m 3 230g 230g 0.06m 3 6 9 12.5 - 6 6 6 7 - DECIDUOUS TREE. USE MALE TREES ONLY. a � Ld CL 14 o PRQSOPIS GLANDULOSA VAR. TORREYANA HONEY MESQUITE NO. 5 3 9 � 2 a 11 - 0.06m3 230 g 230 g 0.06m3 6 9 � 9 - 4.5 4.5 4.5 5 - DECIDUOUS TREE w Q 0 V) 15 o PRUNUS CERASIFERA CHERRY PLUM NO. 5 27 �9 �2 11 - 0.06m3 230g 230g 0.06m3 6 9 9 - 4.5 4.5 4.5 5 - DECIDUOUS TREE a Q 16 QUERCUS ILEX HOLLY OAK NO. 5 992 I1 - 0.06m3 230g 2308 0.06m3 6 9 9 - 4.5 4.5 4.5 5 - EVERGREEN TREE J a 17 o QUERCUS LOBATA VALLEY OAK NO. 5 14 �,�J �2 I i - 0.06m3 230g 230g 0.06m3 6 9 9 - 6 6 6 7 - DECIDUOUS TREE J U 18 RHAPHIOLEPIS INDICA 'BALLERINA' DWARF INDIA HAWTHORN NO. 5 47 i I - 0.06m3 230g 230g 0.06m3 - - 1 1 1 2 2 1 EVERGREEN SHRUB IC> w F- PLANT LIST _PL 1 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i ,..J_J__ CU 06257 N W Q� / J � EA 428101 f �� �'� 7,;- x L45! ----- ..... L kj Ink =7 6�1 z -;z A 4 V lfi 2 10,6 1 0 7 ] u� "t IN, -j. 0 \\ N _77 M x UJ Cr CL U L/I Ld U LLj uj CL L&j V L) 0 Z J LA_ VA 1 Mao a Nei T =:=Z --jr-on 1;zz­1Q`­ 2 6 ACA RE ROUTE 99-� � — > _Ull N v V94 nx le� 'nn yj�,Iy - - - - - - --- - - -wmm -------- burs.ZOO! I:z:;:!;; I.Z; =zz- 4 Ez ............. mwm PINMW III /W DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 (-0611 -Mb- c,9auA*4,, 2/9/07 LICENSED LANDSCAPE ARCHITECT o -t TIU K. UCKIUSON No. 2051 "PLANS APPROVAL DATE EXP. 9-30-08 The State of Collfornla or Its officers or agents shall not be responsible for the accuracy A or completeness of electronic copies of this plan F or sheet. Calfrons now hos a web site! To get to the web s1te, go to.. hitp.://www.dot.co4ov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL I CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 AAM DESIGN, INC. 3730 MT. DIABLO BOULEVARD, SUITE 310 LAFAYETTEv CALIFORNIA 94549 0 /W ISICHI a dpeTT 5EN Jill I I'l II& 11121IL..grullltlhpl:p!l��i�l���l�ni i cilia,.I 0 ­111­11_�­. w, MULCH_,1 126 CUM, CL 3: ) V LLJ LIJ :r C,(,,0j - N NN C 021 L FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET PL -1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PLANTING PLAN SCALE 1:500 PP -1 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS ICU 06257 I EA 428101 x 4 m w w > I— w e a o x w r- F- c� � N r- o N Y Y o m �- w m QW 0 JZ w ::)U Y U -- U QW = UC) U H = 0 � x--- J V1 _.! Cr Q O z Z.-" U > � W w G Z O W t— Cr,Q x cV z W C U U Cr W Q tY W Q CCL: W Q V) 0 ,Q Z — Q z _! a V— J U - x CD w IS Ir - W Vi W W V) FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 1 SCALE IS IN MILLIMETERS I i I i i 1 1 1 1 f e t tic ge- -7;a& � ^w„a ,,,r'� �, fir✓ `Q0.°', '�4pQ'E'""'°"^^-+vx.i.,x...aw•.v�aw^`^'""'w.^ „,df:" z` a{ DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 Ljq • VG 2 /9 /0 7 LICENSED LANDSCAPE ARCHITECT D 'jNOSCAp� TIN K. MCKIMSON q 1-� /()-+ No. 2051 PLANS APPROVAL DATE * EXP. 9-30-08 The State of California or Its officers or agents shall for the or compi eness of electronic be copies of this pan OFC sheet. Caltrans now has o web site! To get to the web site, go to.. http..Ilwww.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PL ACE , SUITE 350 SAN RAMON, CA 94583 AAM DESIGN, INC. 3730 MT. 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TI j� '�'2RAlg5.^'Y3 LC i, a Af � _�� ��,• ^, r' c` �' +1 � Vim,;', a4 �:rn sraixf F N4 T yac4`£i � h :i � e.<e.-.,.., ww.u.-ro.:iAftK"L�K. .eeR�CG#�+Y ,�� �4'Y>.i.Y�Y; +X:A.aK�AE Y,�,', ll.'R�"'4% s4A�M,iHS,'�.i95.'MYT !ppr9Y#'tA ^..•. .,�3 k,� A i � ��• C R A �e�ry f fp , WH iJE L,ANE� 01 N4 T yac4`£i � h 4• :i � e.<e.-.,.., ww.u.-ro.:iAftK"L�K. .eeR�CG#�+Y ,�� �4'Y>.i.Y�Y; +X:A.aK�AE Y,�,', ll.'R�"'4% s4A�M,iHS,'�.i95.'MYT !ppr9Y#'tA ^..•. .,�3 k,� A i � ��• C R A �e�ry f fp , WH iJE L,ANE� f -�� �rF ,. �Fn; >;sw ..z;.acam� �� 6 L AMMO N v:i3h.,tx,.. .+,_<...,,mr.,+>vm�tiwr3k= ,:..'l f•YC ..i',`i. �� "• ,i, r yam,. { ah'kiis"i-."r»e� zsx rea+oxxa:Uc mmuvs,�,z5erxauu ..,,, '' -- �,...,.�.,».....-... 4 j -,„,,,,,,•rte»»,.,. h f� i f� gg � 4• r>h�� 95�`UOC.bD1dN.'+!t-=EK,n�YSik•: *>v...,v„ .^ 25 LAN MON M � 20 CU 22 RHA BALI d _ Z ppaa f L� M_ 3 �YGoFC)SI UR 162, E{U0 FOR 2 r :i � e.<e.-.,.., ww.u.-ro.:iAftK"L�K. .eeR�CG#�+Y ,�� �4'Y>.i.Y�Y; +X:A.aK�AE Y,�,', ll.'R�"'4% s4A�M,iHS,'�.i95.'MYT !ppr9Y#'tA ^..•. .,�3 k,� A Lt �e�ry WH iJE L,ANE� 157 CU M�'- � ' ""'�„`„-^• -�� �rF ,. �Fn; >;sw ..z;.acam� �� 6 L AMMO N v:i3h.,tx,.. .+,_<...,,mr.,+>vm�tiwr3k= ,:..'l f•YC ..i',`i. �� "• ,i, r yam,. { ah'kiis"i-."r»e� zsx rea+oxxa:Uc mmuvs,�,z5erxauu ..,,, '' -- r� f� 101 451 ESC,. TI j� '�'2RAlg5.^'Y3 LC r>h�� 95�`UOC.bD1dN.'+!t-=EK,n�YSik•: *>v...,v„ .^ 25 LAN MON M � 20 CU 22 RHA BALI d _ Z ppaa f L� M_ 3 �YGoFC)SI UR 162, E{U0 FOR 2 r i` ;�_`; �e�ry 157 CU M�'- � ' ""'�„`„-^• -�� k.w.<. �v.:,n.>Q c<:a,<e:::�sa.'ns�x •usam's:ca' ,. �Fn; >;sw ..z;.acam� �� 6 L AMMO N v:i3h.,tx,.. .+,_<...,,mr.,+>vm�tiwr3k= ,:..'l f•YC ..i',`i. �� "• ,i, r yam,. { ah'kiis"i-."r»e� zsx rea+oxxa:Uc mmuvs,�,z5erxauu ..,,, '' -- r� f� 451 ESC,. TI ►�J • LJ RHA BAL P, DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL i t k TOTAL PROJECT No ISHEETS 19 PRU CER . ° 06 Ker 99 33.5/34.0 5D ' r� •G 2/9/07 t s tric �pNosc�p 147 ACA RED LICENSED LANDSCAPE ARCH i TECT ��p f f TIM K. NCK I MSON �►, No. 2051 4 QUE I LE�� ` �� } '2, PLANS APPROVAL DATE * EXP. 9-30-08. The state of Callfornio or its officers or agents shall not be responsible for the accuracy v,,► �� �} or 'completeness of electronic copies of this plan 8 QUE LOB sheet. Coltrons now hos a web sitel To get to the web site, go to: hftp://www.dot.CG-GOV CITY OF BAKERSF IELD 1501 TRUXTUN AVENUE t BAKERSFIELD' CA 93301 y,.,.«"".'• rNw { { t �4 � of ¢ � s'4 5 T Y LIN INTERNATIONAL , CCS 02010 CROW CANYON PLACE, SUITE 350 o ' ' SAN RAMON CA 94 583 o ° o '. AAM DESIGN, INC. ° o �a 3730 MT. D I ABLO BOULEVARD, SUITE 310 O o o{� `' =, f LAFAYETTE, CALIFORNIA 94549 O ooIt o\� s 15 '3 X36 MYO PEAR, } F. ...,E t •a t t `' , •,' . ,ti" . C t ti 4,N I} - 7 LAIND IND 3 (� a ♦ ; ; r O O O O i j a its a �.t #' .. 2''•hsw,'•.kiY,�M ..,ra �i•%iy .<_ n, -`tea ., f.-a..C•X-. w..tmaiY �i }+x.xww... Vu, d.$•rLT#5.•?,{e! 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',, •_ /� '� X60 MYO PAW � y'� ;, � `�.; • ESC' s 1 ' t 1�` 19 RHA BAL 1 r _,' ^ ► q vsr 115--W FOR REDUCED PLANS ORIGINAL SCALEIS IN MILLIMETERS K�CMd.K¢Y "etk Q-yF ..t. 0 20 40 610 80 I I I I„ I 41 CER OCC I) QUE I L E 21ILEU FRU bee, 'red ISP 7 4'nt PPermii No. 0111 FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET PL -1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PLANTING PLAN SCALE 1:500 10 LA PP- W N Q J CU 06257 EA 428101 ���� ! �� �e�ry 157 CU M�'- � ' ""'�„`„-^• -�� k.w.<. �v.:,n.>Q c<:a,<e:::�sa.'ns�x •usam's:ca' ,. �Fn; >;sw ..z;.acam� �� �rzr,a nP. a�..fv� ..:: m:�x� s zamixaaemsk� .ceasx.a.�s,'syece :..��rv't�;;inw -s:.�r.•..�?wa;;m ti,-.aas�wa:,*z•sa:. <: ez.sLv:a'v�� ..M-....�,.....,. - /tri ,.' ._._ ,.fi, .>.,«u....,,.:..�..,,u,......u.,.a.,.n......,.<+»,..+w.u..,o..z< v:i3h.,tx,.. .+,_<...,,mr.,+>vm�tiwr3k= ,:..'l f•YC ..i',`i. �� "• ,i, r 4 4 «M1,i`S” ^3T' ,'.wo,,:' san:x`'++" e5' : ,' id `sin •' . S'S .r::idtx� ,d.-�, ...n v. � l_ $a...�.mr,.uk .. "�r h`S'�kk`.5.. Yi} r..J2Y:�vo •...r n j z �¢ Y� .� � S °ai � i ..t `n.r"wx�V "�.'.'^"'_ •`//��' ..,,, '' -- r� g F2 W E � --=, •. ',, •_ /� '� X60 MYO PAW � y'� ;, � `�.; • ESC' s 1 ' t 1�` 19 RHA BAL 1 r _,' ^ ► q vsr 115--W FOR REDUCED PLANS ORIGINAL SCALEIS IN MILLIMETERS K�CMd.K¢Y "etk Q-yF ..t. 0 20 40 610 80 I I I I„ I 41 CER OCC I) QUE I L E 21ILEU FRU bee, 'red ISP 7 4'nt PPermii No. 0111 FOR NOTES, ABBREVIATIONS AND/OR LEGEND, SEE SHEET PL -1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PLANTING PLAN SCALE 1:500 10 LA PP- W N Q J CU 06257 EA 428101 ���� ! �� , sM1 a'`�t' Stel Vie°°� -°�t 1, 7 �i � 5� �� r a-..,�-„�nx< .�,.""""` .-.,.,,�. _.. w.,.o.M... •..,,.,nas.,� .,.n..a,,.�, .�..«.�...,.. �..,..� r.,..,....n,. �_,. 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MCK I MSON No. 2051 PLANS APPROVAL DATE * EXP. 9-30-08 The Stote of Collfornlo or Its officers or ogents sholl not be responsible for the occurocy ff�l Qy►�� or completeness of electronic coples of this pion Qf C����`0 Sheet. Coltrons now has a web site! To get fo the web site, go to: hffp://www.dotCogov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD. CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 AAM DESIGN, INC. 3730 MT. DIABLO BOULEVARD, SUITE 310 LAFAYETTE, CALIFORNIA 94549 (E) 300mm WSP CONDUIT have been approved feE i lent Permit No. or on �. on -----A`---- ARMOR CLAD CONDUCTORS(EXISTING) -----CC ---- COMMUNICATION CABLE(EXISTING) ---A,-- ARMOR CLAD CONDUCTORS (PROPOSED) ---CC-- COMMUNICATION CABLE(PROPOSED) LATERAL PIPE SIZING CHART LITERS/MINUTE 20- 40 41- 60 61-100 101-130 1 3 1 - UP PIPE SIZE 20mm 25mm 32mm 40mm 50mm ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN IRRIGATIOrq PLAN CU 06257 IP -2 FA 4?R1 01 o W x H I � J x--- (A J Q W > 0 Q Z Z--- 0 > W O K z © W a � o �- CL V z W LL_ _ o V W Q W < CL Q o � 0 Q Z Q z I L_ r W a c,n LL�s u W W W V) FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 80 . ,� �es�,aac.v aac'xaxw n � efric DIST COUNTY ROUTE KILOMETER POST SHEETI TOTAL TOTAL PROJECT No ISHEETS 06 Ker 1 99 33.5/34.0 52- 1 G.Co _77�A^ � • A,4 2/9/07 LICENSED LANDSCAPE ARCHITECT TIM K. MCK I MSON No. 2051 PLANS APPROVAL DATE * EXP. 9-30-08 The Stote of Collfornlo or Its officers or ogents sholl not be responsible for the occurocy ff�l Qy►�� or completeness of electronic coples of this pion Qf C����`0 Sheet. Coltrons now has a web site! To get fo the web site, go to: hffp://www.dotCogov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD. CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 AAM DESIGN, INC. 3730 MT. DIABLO BOULEVARD, SUITE 310 LAFAYETTE, CALIFORNIA 94549 (E) 300mm WSP CONDUIT have been approved feE i lent Permit No. or on �. on -----A`---- ARMOR CLAD CONDUCTORS(EXISTING) -----CC ---- COMMUNICATION CABLE(EXISTING) ---A,-- ARMOR CLAD CONDUCTORS (PROPOSED) ---CC-- COMMUNICATION CABLE(PROPOSED) LATERAL PIPE SIZING CHART LITERS/MINUTE 20- 40 41- 60 61-100 101-130 1 3 1 - UP PIPE SIZE 20mm 25mm 32mm 40mm 50mm ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN IRRIGATIOrq PLAN CU 06257 IP -2 FA 4?R1 01 o W x x x 'IS. )_ 0 m >- w co � _j < w 0 a: W _0 �e U — U _j (A W < w X U a L) H �, il �; X 0 0 � _j x--- 0 .j a: < w > 0 0 -,_ ,,, �,, �,� 11 z Zmommi 0 > � 0 Uj be w 0 - ­ § , , " ­ � I- x x Z: 2 w � =) = C) �— CL U m W < I.— C= F_ — LA_ :C CD L) I- Ct Z: < LLJ :m I— C= w cc 0 - CL LZJ < C=.) L) I V) 0 -cc z 4 m: CD LA_ % I Mwit-.mi Z. 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E,VAf,E S 1, 11, L � , . 32-X-5-105.4 ) 40-X-3-156.9 � 40-X-2-151.0 40-X-1-143.7 ) — I 111_Cf 'f 1, I -%v been approved for 'I''I'-, T, 06 O'� - N N1\ C - 027LI ::-n, ro ,},IrTermit No. 14 , & r ton '/ - ! ­ __ FOR NOTES, ABBREVIATIONS AND/OR LEGEND 9 SEE SHEET LD -1 ALL DIMENSi0N5 ARE [N IRRIGATION PLAN SCALE 1:500 0z (I 1± 4 0: IP -3 '( ,4(, 1 j (, N W % L) m _ B/B brass/bronze o w w rr V) B/PL — w > I - w Q rz 0 w NPT � o 0 C) N (\J part circle F full circle PL plastic F/P N�' �_ Dm m w i_-0 Qw C) J Z W �U Ne, U — U J (n W Qw = Up U O J J 0 LLJ z © LiJ F— Cr Q F— tY Q �- U L,J F— — L� C) U F— Cr z � w � W <r r w 0 U I C) Q � - Q z J 0 �I C SPRINKLER SCHEDULE adjustable L/h liters per hour B/B brass/bronze L/min— PLUS / MINUS 5% 02 B/B/PL_ brass/bronze/plastic L/s liters per second B/PL brass/plastic m meters CST RISER 05 millimeters W diameter nominal NPT national pipe thread EST end strip P part circle F full circle PL plastic F/P f ull/part circle Q quarter circle H half circle SST side strip a iron pipe size T third circle kPa kilopascal TO Z L length of coverage E two thirds circle a width of coverage DISCHARGE E MATERIAL of a -. Z .. ., W z J L` E E E E O p o w LnE w V) Ln ., Z w O U Z Z Q� Z W O F- — w Z — > W O V) x 0 x >- F- U W DESCRIPTION Z W x -. 0- M> W U) — 2 O _ W 2 E U �- w F- :2 U— Y U n_ 0 a Z F- Z w U W E- W f- O REMARKS W F- Cl- J Q O U xN C X_ X L Z Z .-. WV) W F- N W W J Z _J 00 J F- = — d O U of Q D W :22 W F- Z O x �- F- Q C7 U Z V) W W \ a- J WE Q\ W \— d ---I J � W J — 2 V) - Z — O 2 I V) W V) Q of W 2 U WV) N — W J — J — O a Z W J - Q F- d Ir Z V) J V) V) V) X I- W Q - J W J U Z > U - tY J 0- W V) U Z V) - U - - Z - J .� - J I— - 7 V) J O >- Q O V) x x x Z _ x J — — F- Q V) Z Q 0 F- Q 2 _:2 0 of � Z m W Q fY J V) W W W — F- W N W — Li F- W V) > W 0 Z W r W >- M W— n Y W F- - F- - F- - 0 Q 0 Z -- F- Q N O Z J Z Z 0 (n -D O 0 U Q LL — V) — 0 Q. >- Q J J Q N Z -- — Z W— — V) - (n F- V) O J J J 0� 3: `' Z co 0 0 Q F- 0- U 0— _ 0 Cr ® A-5 GEAR ROTOR P 275 — — 2.8 — 4.9 — PL — 15 — — — — X VI X — 15 — 1 1 — — Instal I Flow Shutoff Device per SSP-305mm POP R5 A-5 GEAR ROTOR F 275 — — 5.7 — 6.7 — PL — 15 — — — — X VI X — 15 — I I — — - Install Flow Shutoff Device per SSP-305mm POP O7 A-7 GEAR ROTOR P 275 — — 1 1 . 4 — 9.4 — PL — 15 — — — — X VI X — 15 — 1 1 — — Instal I Flow Shutoff Device per SSP-305mm POP A-7 GEAR ROTOR F 275 — — 1 8. 9 — 1 1 . 3 — PL — 15 — — - — X VI X — 15 — I I — — Instal I Flow Shutoff Device per SSP-305mm POP V B-2 SHRUB SPRAY H 207 X — I 97 — 2.4 — PL — 15 — — — — X VI X — 15 — I I — — Install Flow ShutoffDevice . per SSP-305mm POP � B-2 SHRUB SPRAY H 207 X — 3.0 — 3.0 — PL — 15 — — — — X V I X — 15 — I I — — Install Flow Shutoff Device per SSP-305mm POP • C-2 F LOOD BUB. — 207 X — 0.95 — — — PL — 15 — — — — — V X 1 — 15 — — — — • 95 L/min shrubs/vines 1 . 9 1 1 1 1 1 1.9 L/min for trees X IN BOX DENOTES REQUIREMENT APPLICABLE WHEN CIRCLED BELOW:, - See Special Provisions. 2 - If a pressure compensating device is specified, the discharge and radii shown reflect its use. 3 - Arc Stop shall be fitted with a nut and bolt. 4 - Vinyl -coated cast iron housing. 5 - Swing joints required adjacent to shoulders, curbs, sidewalks, and dikes. 6 - Unless otherwise shown on plans. CONCRETE THRUST BLOCK (TYPICAL) TYPICAL THRUST BLOCK ABBREVIATIONS A D J adjustable L/h liters per hour B/B brass/bronze L/min— I iters per minute B/B/PL_ brass/bronze/plastic L/s liters per second B/PL brass/plastic m meters CST center strip mm millimeters DN diameter nominal NPT national pipe thread EST end strip P part circle F full circle PL plastic F/P f ull/part circle Q quarter circle H half circle SST side strip IPS iron pipe size T third circle kPa kilopascal TO three quarter circle L length of coverage TT two thirds circle W width of coverage line .....::::: .'.y: � :�-� ::::::::::::::.._..:SUPPLY LINE BV TO SPRINKLERS :UNION ::Y -F I LTER ,`��� COUPLING X50 mm Min CLEARANCE OR FITTED AS REQUIRED FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS PLAN VIEW FILTER ASSEMBLY UNIT 0 20 40 60 80 1 1 1 1 1 1 1 1 1 etric DIST COUNTY 06 Ker ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 99 33.5/34.0 5-y Il�lo _7x , . � . 2/9/07 ���� �,aNDSCAPF q9r T I M K. McK I MSON No. 2051 PLAN APPROVAL DATE EXP. 9-30-08 The State of California or its officers or 09 t completeness of ell not be ectronic for the responsible accuracy ccop esof this plan �fglF OF .\� C p1 sheet. Cal trans now has a web site! TO get to the web site, go to. hfp: //www.dot cG.gov LICENSED LANDSCAPE ARCHITECT CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 AAM DESIGN, INC. 3730 MT. DIABLO BOULEVARD, SUITE 310 LAFAYETTE, CALIFORNIA 94549 i. a .. ., Caen approved for ..on ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CU 06257 SCHEDULE 1_1� >0 W 0 LD -1 0 EA 428101 1�,57— /7.- -- X X X X NO, DETAIL A 1:200 If Lij V) CD li r r') LLj L.Li rr Lf) 10-4 0 LLJ V) 027LI LLJ < cr_ r) —(_0(_0 0 If C> C� 1�1 1-1 o c:> 0 0 (y_ < to IN z 0 CD 1. Ld CD C) < LLJ 0 _j ;7 w :D (D "I < C-) Ld LA < LLJ 'T (_) r*) (-) X X NO, DETAIL A 1:200 If it li r FI INSTALL TYPE 15 STANDARD AND FOUNDATION WITH 0 E N L S� y X--- 10-4 0 V) 027LI z X 0 If Ld < 00 0 ALL DIMENSIONS ARE IN z it <t ­ 1. 0 MODIFY LIGHTING � j' LLJ _j V) < Ld o0 0 X X NO, DETAIL A 1:200 If it li !V11 FI INSTALL TYPE 15 STANDARD AND FOUNDATION WITH TY,, q�, 1 �­--Exist C11CL , �E E N L S� y E TO MAIN 027LI Ef 0 If ''d 00 ALL DIMENSIONS ARE IN it <t ­ 1. MODIFY LIGHTING � j' LLJ _j ­< Li -Q SCALE 1:500 o0 < 0 0 Of Lu LI If it If FA DIST COUNTY 06 Ker % A e t ric ist 53C9 4#12. 1 1// \% \k Exist IRRIGATION 7A CONTROLLER CABINET 0 TO REMAIN C: % fa Jst BOOSTER PUMP ICLOSURE CABINET PUMP MOTOR f REMAIN /1""" J -WHITE -LANE SEE DETAIL A THIS SHEET 101 SEE SHEETS E-3 AND E-4 FOR MODIFY SIGNAL AND LIGHTING. t it if i N� U X jv Exist GHTIN r TO Ex 1,\s #8 17- , 4 v \N1 41 C9 2#8 TO R"EMA N In"Ima CBS -53C5 2#8 F-7 Eli I r -j -E;SERVICE POIN Eq YPE H SERVICE 12 0 /240 V) xist! ;'LEAD,t </ 1-3.334 CITY 'TRA[~ FIC- -31.3A IRRIGATION SSTEM Exist 120/24OV5 10, TYPE III -BFB CE ENCL­OS-URE WITH­�O­ --7- OOA D E-4, -METERED -Z40Y, 2P -3 -- MAIN BREAKE--- BREAK R, METERED !40Aq 240V9 2P, IRRIGATION CONTROLLERS M EREtL 40A9 240V9 2P, SPARE, METERED THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL C%rAI F TS TN MTI I TMFTFR(; Exist 41C, 2#8 11W11 LINE A --Exist 53-C, 2#8 -- TO Exist SERVI E -TO REMAIN, z -T, CA - TRANS ID: 0 500990021060 -W+-K -- -- SNE Exist 41C, 2#8-" 0 20 40 EO 80 1 1 1 1 1 - I I I I ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 99 33.5/34.0 55 � 3/2/07 �,OF F- s S /0 REGISTERED "CIVIL ENGINEER SUZANNE L. LUCKAFF No. C063058 11 mm PLANS APPROVAL DATE cr_ 06/30/08 — The State of California or Its officers or XP. — agents shall not be responsible for the accuracy CIVIL or completeness of electronic copies of this plan qTF OF CAOF sheet. Caltrans now has c web site! TO Get to the web site, GO to. http://www.dol'.CG.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 NOTE (THIS SHEET ONLY): FI INSTALL TYPE 15 STANDARD AND FOUNDATION WITH C) LA 20OW HPS LUMINAIRE ON 4.6 M LUMINAIRE ARM. -S� Lp "s uz;c; 027LI U) 0 00 ALL DIMENSIONS ARE IN C\ j u I METERS UNLESS OTHERWISE SHOWN MODIFY LIGHTING � j' LLJ _j ­< Li -Q SCALE 1:500 o0 E_1 0 USERNAME => $USER/ n (, Nj P; i P = '> t F? P7 n I I F�, T �CU 06257 EA 428101 A'?, 5 7;-' f� X x x 0 F— W a W Q t`f i { ( il, A `r ;a 0 �- Ld cn Q r , 0 w w rr X--- l 0 w w Q r1r 0 wQ0 Q0 f- o 0 Q 0 0 0 o —� Q cn z o m. w m I- --o Q w 0 _j z w :D (D Y a U J w Qw = UO U x x 0 F— W a W Q t`f i { ( il, A `r ;a F- Q r , f i 0 _ X--- l 0 Cr r i Q > cn 0 z 0 > N a 0 x x 0 F— W a W Q t`f i { ( il, A `r ;a ,t✓ t l( I t � 1 t I t 1 r Q/ � � r a � r �• r f 41 C9 2#8 r 1 - 41 C, 2#8 -C B S C __ 41 C9 2#8 RC AB � 41 C, 2#8� CBS AB SFA A U) 97 --Exist 41 C, 2#8 -- — AB _. __-- AB _ - -- -- ___-- _- —__ Exist 41 C 2#8 ROUTE 99 TO Exist LIGHTING TO REMAIN. - m ---- -- -- - - - - - -------_ - - -------------- - --- --- - - _ _ -- -- ----- - -- - -- - -- — -- ---- - r , f i 1� l t WN r i ,r r ,t✓ t l( I t � 1 t I t 1 r Q/ � � r a � r �• r f 41 C9 2#8 r 1 - 41 C, 2#8 -C B S C __ 41 C9 2#8 RC AB � 41 C, 2#8� CBS AB SFA A U) 97 --Exist 41 C, 2#8 -- — AB _. __-- AB _ - -- -- ___-- _- —__ Exist 41 C 2#8 ROUTE 99 TO Exist LIGHTING TO REMAIN. - m ---- -- -- - - - - - -------_ - - -------------- - --- --- - - _ _ -- -- ----- - -- - -- - -- — -- ---- - WAk,\ \, t �j h�f , X, 7y NOTE (THIS SHEET ONLY):. F11 INSTALL TYPE 15 STANDARD AND FOUNDATION WITH 20OW HPS LUMINAIRE ON 406 M LUMINAIRE ARMs l ^"�-----_.-----'J THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 EO 80 USERNAME => $USER SCALE IS IN MILLIMETERS I i I i I I i 1 ( 1 n( NI F I I F => q,RF'(ll IFCT DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33°5/34°0 5(P 60 3/2/07 �oF E s s io REGISTERED CIVIL ENGINEER �o e N�< SUZANNE L. LUCKAFF No. C063058 PLANS A PROVAL DATE xp.06/30/08/ The State of California or its officers or agents shall not be responsible for the accuracy s> CIVIL or completeness of electronic copies of this pian 42FOF' CALkF'j sheet. Caltrans now has a web site! To get to the web site, go to: httpe//www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 �iis have been apprev=ed for r ent Permit . !� ,1 % 0 � o (D N � ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Lo L_IJLd MODIFY LIGHTING SCALE 1:500 o E �� 2 LL 1- I 4 0 CU 06257 EA 428101 � f i 1� t WN r i r WAk,\ \, t �j h�f , X, 7y NOTE (THIS SHEET ONLY):. F11 INSTALL TYPE 15 STANDARD AND FOUNDATION WITH 20OW HPS LUMINAIRE ON 406 M LUMINAIRE ARMs l ^"�-----_.-----'J THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 EO 80 USERNAME => $USER SCALE IS IN MILLIMETERS I i I i I I i 1 ( 1 n( NI F I I F => q,RF'(ll IFCT DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33°5/34°0 5(P 60 3/2/07 �oF E s s io REGISTERED CIVIL ENGINEER �o e N�< SUZANNE L. LUCKAFF No. C063058 PLANS A PROVAL DATE xp.06/30/08/ The State of California or its officers or agents shall not be responsible for the accuracy s> CIVIL or completeness of electronic copies of this pian 42FOF' CALkF'j sheet. Caltrans now has a web site! To get to the web site, go to: httpe//www.(Iot.cc.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL ; CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 �iis have been apprev=ed for r ent Permit . !� ,1 % 0 � o (D N � ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN Lo L_IJLd MODIFY LIGHTING SCALE 1:500 o E �� 2 LL 1- I 4 0 CU 06257 EA 428101 X X LLI co co p 1-1 p 1-1 N-) <D r4l) c> ole r I� < V) 'S" om WCD � r-) < LLJ 0 _j Z W Lj < V) LL' < W-) 0 (i 0 C) =F110 F- 09 11, < r I� 77 V) z (r Lj < > V) 0 z V) < W 0 =F110 212U 212L 213U L I M1 I L IN �-7 Exist 120/208 V. 3 EXISTING & PROPOSED TRAFFIC PHAS r f — --------- --Exist 103C, 1 s i c TO Exist SIGNAL AT WIBLE ROAD. if etric if Exist 41C,11' 4 DLC (X) 00 IV 04/(b A .�/ /, Cb ��.�i /x C>c �Jo � 1 X 4 \ i> 3 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 15'7 (P 3/2/07 pFESS /o/v REGISTERED CIVIL ENGINEER 4 SUZANNE L. LUCKAFF rn 11 N,. C063058 M PLANS PR(�VAL DATE cr_ xp.06/30/08 The State of California or Its officers or 41 agents shall not be responsible for the accuracy or completeness of electronic copies of this plan qTF OF CAOF sheet. Caltrans now has G web site! To get to the web site, GO to. http://www.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 j Exist 53C,. L11s jj3 d1c, 1 sic 58 m TO -06 06P LIMIT LINE 777�f 06 06 I 6J2U A I I 6 J 3 L r —.1 6 J 2 U j 1 I I 6 J 4 L I I 6J2U -j 9 �16J4U "W" LINE 214 U -- A10 ---SEE DETAIL A, SHEET E-4. 214L 04 04 A THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I 1 1 1 1 USERNAME => $USER n(,N F i i P7 => (tPF011F-,T \02 EV02' 02 1 J+ V-� (X A - i I 6J3U I 6J2L _j Ll 6J2U Exist 103C, 6#1 9(s I C) Exist 103C, 6#19(sic) TO Exist SIGNAL AT NB RAMP. E 'ilan"s, hana b - Icon approved "m ;.T t-� I I 060-tQ MC- 027 i�12A 17 T �'O J ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN C\j MODIFY SIGNAL AND LIGHTING (D ROUTE 99 S13 RAMP/ WHITE LANE) SCALE 1:200 (D 0 E-3 V) <0 0 �QU 06257 EA 428101 /1'.S -'-"a ' 09 11, I� 212U 212L 213U L I M1 I L IN �-7 Exist 120/208 V. 3 EXISTING & PROPOSED TRAFFIC PHAS r f — --------- --Exist 103C, 1 s i c TO Exist SIGNAL AT WIBLE ROAD. if etric if Exist 41C,11' 4 DLC (X) 00 IV 04/(b A .�/ /, Cb ��.�i /x C>c �Jo � 1 X 4 \ i> 3 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 15'7 (P 3/2/07 pFESS /o/v REGISTERED CIVIL ENGINEER 4 SUZANNE L. LUCKAFF rn 11 N,. C063058 M PLANS PR(�VAL DATE cr_ xp.06/30/08 The State of California or Its officers or 41 agents shall not be responsible for the accuracy or completeness of electronic copies of this plan qTF OF CAOF sheet. Caltrans now has G web site! To get to the web site, GO to. http://www.dot.co.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 T Y LIN INTERNATIONAL 1 CCS 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 j Exist 53C,. L11s jj3 d1c, 1 sic 58 m TO -06 06P LIMIT LINE 777�f 06 06 I 6J2U A I I 6 J 3 L r —.1 6 J 2 U j 1 I I 6 J 4 L I I 6J2U -j 9 �16J4U "W" LINE 214 U -- A10 ---SEE DETAIL A, SHEET E-4. 214L 04 04 A THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I I I I I 1 1 1 1 USERNAME => $USER n(,N F i i P7 => (tPF011F-,T \02 EV02' 02 1 J+ V-� (X A - i I 6J3U I 6J2L _j Ll 6J2U Exist 103C, 6#1 9(s I C) Exist 103C, 6#19(sic) TO Exist SIGNAL AT NB RAMP. E 'ilan"s, hana b - Icon approved "m ;.T t-� I I 060-tQ MC- 027 i�12A 17 T �'O J ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN C\j MODIFY SIGNAL AND LIGHTING (D ROUTE 99 S13 RAMP/ WHITE LANE) SCALE 1:200 (D 0 E-3 V) <0 0 �QU 06257 EA 428101 /1'.S -'-"a ' x x 0 w CD 0 0 w w r'r Ln �-. w w a 0 w� � �o 0 Q MM PPB Oo 0 0 J rr_j SIGNAL QV) LUMINAIRE m w Qw Jz w �U Y 1 (n w Qw = U0 U cr W 0 W 0 0 F— F_ 0 x � cry Z Li 0 LLJ C= w 0 x I CONDUCTOR AND CONDUIT SCHEDLE CABLE SCHEDULE CONDUCTOR RUN NUMBER AND SIZE STANDARD VEH. SIGNAL MOUNTING PED PPB HPS N0. SIGNAL LUMINAIRE SPECIAL REQUIREMENT* TYPE SMA LMA MASTARM POLE F M: 0 M W# A� 1-A (3.05) - Eel - TV -1-T SP -1 -T 06P —► - @B 15 TS - 4.6 - SV -1-T SP -1-T 06P —�- - Eel 26-4-129 13.7 4.6 2 MAS SV -2-T - - - 200 @29-5-129 16.8 4.6 3 MAS SV -1 -T - - - 200 POLE AND EQUIPMENT TO BE RS REMOVED AND SALVAGED �E 26-4-129 12.2 4.6 2 MAS Eel - - - 200 WHITE LANE, STA 48+70 (�F 29-5-161(N) NJ 4.6(N) 2 MASH SV-2-T(N) - - - 200(N) MAST ARM MOUNTINGS AND LUMINAIRE ARM TO BE CUSTOM INSTALLED AS SHOWN ON PLAN. I N • ��000�0�00��0�000 �EMERGENCY ��_0v000v0�00�00�000 ���-0v000v0�v0�00�000 i 0000000-00_00-000' VEHICLE SYSTEM (EVS) 00000�0-00_Li�0-000' '011, 11, OXENQOQ00�0-00_�0_000' ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS NOTED OTHERWISE. O =NEW 1 r®c DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 59 (Ap 3/2/07 P�kUFESS/oN REGISTERED CIVIL -ENGINEER �o ql 4z- SUZANNE SUZANNE L. LUCKJIFF� io- — n No. C063058 M PLANS APPROVAL DATE xp.06/30/08 The State of California or its officers or agents shall not be responsible for the accuracy 1PCIVIL P or completeness of electronic copies of this plan qTF of CALtV sheet. Caltrans now has a web site! To get to the web site, go to. http://www.dOt.cG.gov CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD. CA 93301 T Y LIN INTERNATIONAL ; CCS 2+010 CROW CANYON PLACE, SUITE 350 SAN RAMON, CA 94583 POLE AND EQUIPMENT SCHEDULE STANDARD VEH. SIGNAL MOUNTING PED PPB HPS N0. SIGNAL LUMINAIRE SPECIAL REQUIREMENT* TYPE SMA LMA MASTARM POLE MOUNTING 0 ARROW (WATTS) A� 1-A (3.05) - - - TV -1-T SP -1 -T 06P —► - @B 15 TS - 4.6 - SV -1-T SP -1-T 06P —�- - C� 26-4-129 13.7 4.6 2 MAS SV -2-T - - - 200 @29-5-129 16.8 4.6 3 MAS SV -1 -T - - - 200 POLE AND EQUIPMENT TO BE RS REMOVED AND SALVAGED �E 26-4-129 12.2 4.6 2 MAS SV -1-T - - - 200 WHITE LANE, STA 48+70 (�F 29-5-161(N) 16.8(N) 4.6(N) 2 MASH SV-2-T(N) - - - 200(N) MAST ARM MOUNTINGS AND LUMINAIRE ARM TO BE CUSTOM INSTALLED AS SHOWN ON PLAN. I ALL POLES AND EQUIPMENT ARE EXISTING, UNLESS OTHERWISE NOTED. * OTHER REQUIREMENTS ARE COVERED BY NOTES, LEGEND, SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS. FOR TYPE OF STANDARD, VEHICLE AND PEDESTRIAN MOUNTING. SEE STANDARD PLANS. (N) = NEW N.T.S. = NOT TO SCALE R 300mm RED BALL -� 300mm YELLOW ARROW 300mm GREEN ARROW DETAIL A N. T. S. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 SCALE IS IN MILLIMETERS I i I i I i I i I USERNAME=>$USER nCNI C 11 C -\ dDCnI ICCT (X -0-f - MMC --0274 MW. I ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN MODIFY SIGNAL AND LIGHTING (ROUTE 99 S13 RAMP/WHITE LANE) (POLE, CONDUCTOR AND EQUIPMENT SCHEDULES) NO SCALE CU 06257 C TD �` EA 428101 X07 �'� x x 0 M� w, (^ W p w w � w > f— w a r,r 0 Ld Q0 Q0 \ 0 Q Q 0 0 0 0 X --- C� a cn \) 0 co Z w`� W f C Qw _j 7, w :DU Y U U J (n W Qw 2 Up U NOTE (THIS SHEET ONLY): 1. CONTRACTOR SHALL LOCATE SERVICE DISCONNECT AND NOTIFY THE ENGINEER PRIOR TO ANY WORK ON LIGHTING SYSTEM. —W H ITE LANE -17 —48 -----_�_ -- Caltrans ,.p DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 S9 61�(0 v� 3/2/07 �pFESs /p REGISTERED CIVIL ENGINEER SUZANNE L. LUCUFFAq /()-,- (D ; PLANS APPROVAL DATE � No. C063058 z O ' 06/30/08 G 'ti ` The State of California or its offlcers or Xp' – �, ! �`l agents shall not be responsible for the accuracy q CIVIL I( it i l t or sheet,mp/eteness of electronic copies of this plan TF OF-CW0?_ t. �? d9 �o i i �� Caltrans now has a web site! To get to the web site, go to. httpo//wwwodot,ca,grnv CITY OF BAKERSFIELD 1 501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 1 T Y LIN INTERNATIONAL ; CCS 4 1 } Ii 4 Si 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON CA 94583 _- W" LINE -- —.}----------------- F I F ''` ` 1&c, t �, ; •� `i } 3 c . • ' it PROVIDE FUSE HOLDER i;— -- - ------�--- RL ':� AND PROPERLY SIZED TO 1 \ — -- ---- �— FUSE FOR EACH LUMINAIRE T0,__ -R E,S T_ OF LIGH LING_ CIRCUIT ACCESSIBLE THRU HAND HOLE - i C i BASEPLATE COVER I -__-- INS T- -L-L---5 3 C , MA" --- - \ I f ---- EXIS-T�1�'+t}G_-_NUMBERA - - -- — ------ " --- ---_-- SIZE O C ON D U C TOR -_--- -- INSTAL -L - NEW , TO _-ETE L I GSI -T _G- -- -- OUND A _ N- _ CIRC-UIi`-. SEE NOTE _ _ PER DET�A L A �, ------ -- - --- ---- THIS SHEET. /Z/ Li =jj I i � i i I ` t } 1 � I I � GROUT !— UNDER BASE AFTER LEVELIN" 762mm MAX POLE HEIGHT OF 12.2m & MAX POLE DIA OF 203mm G G G1 it II II II II II 11 It II i t I i I I II II II I I 2 Q C� _ X --- C� V) Z W V) O z o 0 > 0 NOTE (THIS SHEET ONLY): 1. CONTRACTOR SHALL LOCATE SERVICE DISCONNECT AND NOTIFY THE ENGINEER PRIOR TO ANY WORK ON LIGHTING SYSTEM. —W H ITE LANE -17 —48 -----_�_ -- Caltrans ,.p DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 06 Ker 99 33.5/34.0 S9 61�(0 v� 3/2/07 �pFESs /p REGISTERED CIVIL ENGINEER SUZANNE L. LUCUFFAq /()-,- (D ; PLANS APPROVAL DATE � No. C063058 z O ' 06/30/08 G 'ti ` The State of California or its offlcers or Xp' – �, ! �`l agents shall not be responsible for the accuracy q CIVIL I( it i l t or sheet,mp/eteness of electronic copies of this plan TF OF-CW0?_ t. �? d9 �o i i �� Caltrans now has a web site! To get to the web site, go to. httpo//wwwodot,ca,grnv CITY OF BAKERSFIELD 1 501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 1 T Y LIN INTERNATIONAL ; CCS 4 1 } Ii 4 Si 2010 CROW CANYON PLACE, SUITE 350 SAN RAMON CA 94583 _- W" LINE -- —.}----------------- F I F ''` ` 1&c, t �, ; •� `i } 3 c . • ' it PROVIDE FUSE HOLDER i;— -- - ------�--- RL ':� AND PROPERLY SIZED TO 1 \ — -- ---- �— FUSE FOR EACH LUMINAIRE T0,__ -R E,S T_ OF LIGH LING_ CIRCUIT ACCESSIBLE THRU HAND HOLE - i C i BASEPLATE COVER I -__-- INS T- -L-L---5 3 C , MA" --- - \ I f ---- EXIS-T�1�'+t}G_-_NUMBERA - - -- — ------ " --- ---_-- SIZE O C ON D U C TOR -_--- -- INSTAL -L - NEW , TO _-ETE L I GSI -T _G- -- -- OUND A _ N- _ CIRC-UIi`-. SEE NOTE _ _ PER DET�A L A �, ------ -- - --- ---- THIS SHEET. /Z/ Li =jj I i � i i I ` t } 1 � I I � GROUT !— UNDER BASE AFTER LEVELIN" 762mm MAX POLE HEIGHT OF 12.2m & MAX POLE DIA OF 203mm G G G1 61 Omm DETAIL A NO SCALE HAND HOLE BOND TOGETHER TO POLE 1. FEEDER GROUND WIRE 2. FIXTURE GROUND WIRE 3. GROUND WIRE FROM DRIVEN GROUND ROD — DOUBLE LOCKNUT — LEVELING NUT — 25mm CHAMFER -5—#19 VERTICAL ANCHOR BOLTS PER MFGR. TEMPLATE CONDUIT 20.68 MPa CONCRETE C #10 TIES Q 305mm T> 19mm X 3048mm COPPERWELD w GROUND ROD WITH #6 BARE C COPPER GROUND WIRE a a) `C V I 0 C h ..�i�-� ' °ems [_'4S ,�. ., .s,° �"�' � � I T=z�ua_ pkaa ,3 11,TIV, �: � .n ALL DIMENSIONS ARE IN Obd�—►� M�-���'� METERS UNLESS OTHERWISE SHOWN c W Lt 6�.,'d+lsS to •:34�s"ii:ea.3�t, "s-f� itl.t. ,.... MODIFY PRIVATE LIGHTING 0 SCALE 10500 c FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I i I I nr-n1 G I I r7 _N (tRCnI ICCT CU 06257 E_ 5 w Qo J O FA 428101 1P, it II II II II II 11 It II i t I i I I II II II I I G i t I I I I 1 1 i t i t I I I i it II II II i t I I I I I I II II II II II II II 61 Omm DETAIL A NO SCALE HAND HOLE BOND TOGETHER TO POLE 1. FEEDER GROUND WIRE 2. FIXTURE GROUND WIRE 3. GROUND WIRE FROM DRIVEN GROUND ROD — DOUBLE LOCKNUT — LEVELING NUT — 25mm CHAMFER -5—#19 VERTICAL ANCHOR BOLTS PER MFGR. TEMPLATE CONDUIT 20.68 MPa CONCRETE C #10 TIES Q 305mm T> 19mm X 3048mm COPPERWELD w GROUND ROD WITH #6 BARE C COPPER GROUND WIRE a a) `C V I 0 C h ..�i�-� ' °ems [_'4S ,�. ., .s,° �"�' � � I T=z�ua_ pkaa ,3 11,TIV, �: � .n ALL DIMENSIONS ARE IN Obd�—►� M�-���'� METERS UNLESS OTHERWISE SHOWN c W Lt 6�.,'d+lsS to •:34�s"ii:ea.3�t, "s-f� itl.t. ,.... MODIFY PRIVATE LIGHTING 0 SCALE 10500 c FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME => $USER SCALE IS IN MILLIMETERS I I I I I i I I nr-n1 G I I r7 _N (tRCnI ICCT CU 06257 E_ 5 w Qo J O FA 428101 1P,