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HomeMy WebLinkAbout6.1-1896 AS BUILTR/W 4' S' 2' 81 24' 2' I' Profile Girade,\ 0.2V Asphalt Conc. Type 5 �\ 0.500L2 Aggreqate Hose, IN \ Var. i N 0,10' Future AC Cam 1%2 I Max. "M Level /1:1Z-------- - Embankment / i Limit of Exc-avQf ion for Gom action r 34, EXCA VA TIOIV — 't- Survey, Construction 55' 9' 9' 2' 24' 8. 2' S' /Pro -File Grade ----- ExistGonc. / 0.2G'AsphaIt Gone.Tvpe"F3" (0.501t) / �0.50' Glass 2 Aqcgr. F3ase I%Min/0.10'Future AC Cap 0.5' —2 I Evel 0.10 AG Type B-I curb ��� ° \ ° /� \ _/el e _` °\' . Q °o.°,aa..: Exist. conc. (O.SO'±) EMBANKMENT R/W O.G7, 'H P �r. \� 2' £3' 51 21 81 7— -7' Var. I -2.1 Max. --< var• 2 '/o Var. I%2: I Max. Level var 2 Type A2-8 curb �� * / See G✓idewalk Li6t Type AZ-8 J� Detail Curb 8 Sidewalk Detail with Curb 8' i Var. - -- Exist. curb. - Detail at Existing Curb Survey, Constr. / Variable 24' 2' 91 9' 2' 24' 8' - - - Meet Exist. \� Prof i le Grade Profl le � rode 0.25' Alpha It Conc. Typd ki \ 1 % Min \ /' 0.25' Asphalt Conc.Typc F3 Slope as directed 0.60 CI. 2 A P52SC \ \ / / ,-OSO'G1.2 Aggr. P5ase 99r. � � -- -_k>y the Engineer \ � � N 2 / Var. Slope: / o. 2 / .o°. :6° o. .o° °�. o °o °°�`• °o°`. °�`,a.° ° .•;o° °°��' a ,'a °4:%°:••,°•o bo °°�^,°, `a° oo. •o° Var '°' o; Saw cutwhcre__-� on _°�°`• \: •` %• \o\e ,-°°°°°0°�°`°"° a°°�•` a `-l. \ ""' \°\ \ //°� noted plans. Embankment �� \ Embankment' Limit of Excavation for Gompaction - _ -- - $6, Detail at Intersection L EGEND -c Survey, Gonstr. 2' 9' 9' _ 2' Profile Grade ar. 0.10AC. V_ a-r. ,Profile Grade Type- Asphalt Concrete, Type B o.'Cl Asphalt -atcBoise"�'" \\ i O'to 10' %O?p50 Aaltreonr__ 0.50' G1.2 Aggregate F3ase _, \ e� Slope to atc &-o6e� \ \ drain 0 Aggregate Base ( Class 2 J 2 =/, r i; I / / 2 Imported Borrow (Embankment) 2./ ✓ ° a •°Qe .,C: .®'0°:6..•D'a .0 / ? a°o;ea°sao 6 ° o•e Q�°, /Qo•° 4 O a TYPe -I curb Original Ground Ty pa FS-1 curb' Embankment rl.P Hinge Point Excavation Embankment Note Dimensions shown are subjecf to the Sca/� : Hor� tolerances specified in the Standard Spacificvtions. T YPI CA L CRO SS SEC TIOIV R/VV2 S ALIF. KERN 5220 F 968 2 6 COUNTY OF KERN I SIG ENGINEER R. C. E. NO. \\� ROAD CO 1 SIONER jP. Median Curb Detail No 5ca/e Gonc. Grossdrain AS BUILT PLI,". N CORRECTIONS DATE _.O!VdifiF----- COUNTY OF KERN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES OFFICE OF THE ROAD COMMISSIONER TYPICAL CROSS _ SECTION STOCKDALE HWY Between Stine Road and 200' East of Oakdale Drive DRAWN BY: W ✓ DESIGN BY: ♦✓ w�. CHECKED BY: DATE: Aprill 6 /,�j BREETB H rtz l =5: Vert �� SCALE: SHEET NO. FILE NO. 20JECT ENGR. DATE TRAFFIC ENGR. DATE CONST. ENGR. DATE I I IsrC,315 1 SCALE /"= 20' 240 J—','C,2 BEGINNING OF PROJECT STA 241 f- 00 * NOTE Embankment includes Subsidence EXC. CY Emb. C. Y. 'k COUNTY OF KERN S, NO. AREA ISTATE ICOUNTY I ROUTE NO IF E4RL SNOET ISNOEETS 7 5 CALIF. KERN 1 S 220 F 1968 3 �S R/W DESIGN ENGINEER R C � l NO 153G9 �-1N4R T�� ROAD CO MMISS ONER \ Exist. Type A2-8 I I Curb to remain (G I l Q N 1 / Construct 0' Sidewalk I I VI tl� \ P¢imcn i .t/a I II R/W Exist Crossdroin to Remain l/ i -- -------------- I MI I I Meet Exist Pavement Exist. 2- 60'x /09' C. M.P. N I,() N to Remain I O! � CO • I I S'ur v y, Gonsf. Exist 7y e B-/Curb Rp to emoin R=4 iRemove Exist. Type B-/ Curb 243 O TI Construct ype 8-1 Curb __Section Line I I I O SAW CUT N EP • • h to — J .(((���%%%777 — 0\ O ��..ir Ny M Exist. T pe A2-8 Curb and 4'SidewaAk I I I R/W to Remain i Construct 4" Sidewalk \ I y�l NOTE.' All elevations shown I C I lum Remo/ave and bolbox an lexist rd posts.ire, umina are gutter grades. Z I See Sheetl Mo. 13for es relocation/ R/W I I SCALE Horiz / "= 20' Vert. / "'_ /0" North Profile Grade \ 392 O M f 0.34 a-- 39/ p.74 390 Exist f- Profile N, ^ 392 o M rnM � m \�— 391 V 200" VC. j� W South Profile Grade"" 390 Exc. CY. . CORRECTIONS EMb C y DATE PROJECT ENGR. I DATE I TRAFFIC ENGR. I DATE I CONST. ENGR. DATE 241 242 243 A- 24G2 V y M 1a r' ^) I"' IDI V I I I FISCAL SHEET TOTAL Jr r, JJ COUNTY OF KERN S"PR YEAR NO SHEETS r) % I r`� AREA STATE (AUNTY ROUTE N0. Jl _, J„r �, /�� 7 5 CALIF. KERN S 2 20 F 1968 4 /6 DESIGN ENGINEER R C'E �NO5369 ---AZ R/W 30' � W 30' I R/W I I II ROAD COMMISSION R SCALE l/I =20 I I TRACT ��!�J , III�Q I�� { g ® I x / R/W 6j �� ; Qi ///�/ _ ��i\ o. d i �i it i , f i� R/W NT N Conc. curb, Qu>•ter "sideMa-M- to f�ern�n' /sio'e wz/k i-o Ram�kn O Exist. loop defector to be removed \ I (Construct Type A2 x8 aw,6) v and reinstalled. See Sheet No. /3 I�p/ Instal/ Survey Mon. qOq N p 0 M.H. I 0) /� Encasement p� \ M b I OG) y I I Exist. signal put/ box and conduit M1 l M. \14- \\ @ 19fi. 1 �M.H N In E e of Pav�m�nt_y /ro remain in,p/ace. 1 —Instal/ 132L.F 12"RC.P (Cl.=) Construct TypeB-/Curb Survey Constr. — /x/5F/ore R-Zs See Sheet // for Details x/o 243 Eo'�e of'P�vamani .ConstructType A2-8 Curb O N R/W _JArea '0. Conc. Box to Remain y y � h 3 5 Remove Exist 12" RCP. and ✓unction Boxes (Approximate I I Location) Cnr�sfi'uct�� I{{ A2-�u I r I n C 1i Ex/sJCurbandSidewo/k to Remain °It NON �Q( r ,JR,2 7 5-,J\1JD'NJ, B.M. 245.8 Sta.245.8 - 52' Lt. Chisled in center of Curb return N C C L & St kd I North Prof/le Grade \ Elev. or. a 392.044 n. oc a e v 392 + 0. 34 % --- 391 390 392 39/ 390 Exc C. Y Emb. C. Y South Profile Grade —+ 0. 34 % cri I� /x/5 F/ore Construct Type 8-/ Curb x/o F/ore 00 / N ! r Remove Exist. Conc. N. \\ �—_ Stand Pipes 1 Section Line Instal/Survey Mon e} Encasement N i RernE m F 9 V N m M /CO ` V. C. /00` V C. xon tC St dPe� /s.. c. an ros ——�-`.�� j.�. �ancJGonneotin�Pipes w/fhirz � M it Limits of Excavation::. ° i R Construct Type A 2-8 Curb C41RS RETURN U 4=90°-20-022 11� to Remain I R=32' i y L= 50.452' �1V X ,� J (O S NOTE.' Al/ elevolions shown are h x ; gutter grades. q ` 390.4 m O� 8� W R/W_y 20' Exist Curb and Sidewalk to Remain SCALE �/ v Horiz. / = 20 Vert. / "= /O, M �% o R/W II I /30' R/W cs Wo — 0.24 % DO Exist, It- Profile --� N \ M ti —024% AS BUILD' PLANS CORRECTIONS FbY_'0_7 +u tsAiE ��j►-'-- w 392 39/ 390 392 39/ 390 Exc. C Y. Emb.CY 243 244 PROJECT ENGR. I DATE I TRAFFIC ENGR. I DATE CONST ENGR. DATE P.tiiy 246 247 248 249 A- 24C,�3 r COUNTY OF KERN S.F R. AREA STATE (COUNTY( ROUTE N0. FISCAL (SHEET TOTAL DIV. NO. YEAR NO. SHEETS 7 5 ICALIFIKERNI S 220 F 1968 .5 DESIGN ENGINEER 0 R.C.E. NO. 15569 DE CURB RETURN "f _ o 4 = 90-01-$O" V 11 ROAD COMMISSIONER K 4 Gdrd r= 32.017' R/W Isaw II 1 30N L = 50.283' �` -0 � - �� k'� CURB RETU�7N Adc . Cut _ A=74o 43'/O" /nstol/ //4 L.F. l8" R.C.P. (CZ 71IJ. Q R=32' See Sheet /5 - for Details— yR p M Sow Cut T = 24.430' Block wall B Planter box to remain �' rn h L = 4/.Con �B/oak wP/i � Cans w Cut -Remove and Replace �� _ _ _ _ � _j See /Construct Type A2-8 Curb Planter N --� - - - X_dr'ain / Install Survey Mon. tl. I A-1HB'Y. O O Encasement Q)q� ti I �u Construct Type B - l Curb �` Sur ✓ey , Cor�s�i / - /5 F/ore R= 2.5' cp 49R=2B Fiore 250 Ili2 3 4 O to Edq- 77 P ve mint - —�- - I 11 I �\rAar ea,n9 / iY s:d vva/a \ /nstall Survey m -Exist. Curb, uftcr aewa/k to Fe_Remove Exist T ► / — - `� la I Mon. Encasement 7 — — -- � — — I I Sow Cut 392 391 uy a 390 392 m Y 39/ 390 EXC. C. Y. Emb. C. Y. TRACT J J 1 - OT� Sco/e / 20' 4 v I Conc. Pipe to be I removed- 2 J ,S ,- rq.2 / 2 . IM DJ -?• J\/J. p I m n Sow Cut- Remove and Replace- �/ �R=20 \ Q d CURB RETUR v O \/ \\\/ x'U cp 'ln j (=2�32 R/W Y \ Q T32./8/y 0 j I I 1I I� S U �O{'fice L= r50.446'Q+ I u L-J B/dp f 7 W�- � Q Q NOTE.' Al/ elevations V shown are gutter grades `J r r - Construct Type A2- 8 Curb — R/W 1 d R/W ti 1 J SR, 2 7 2. JYJ DJ -i- ]\,/J. 25 g h 30' B. M. 249.2 B. M. 253. 9 Slo. 2494-17 - 45'Rt. Sto 253f88-54'Rf t in Conc. E.C.R.- SE Car. Williamson Way f in Conc. Center of Curb Return and Stockda/e HWY E/ev 39/./99 SE Co.rRea/ Rd and Stockda/e Ele v. 389,776 DO --North Profile Grade � — 0.24 % �— -- - -- -- Exist. t Profile --� b rn M South Profile Grade 249 250 PROJECT ENGR. IDATE I TRAFFIC ENGR. IDATE CONST. ENGR. DATE ✓.Gf7.CL? y/67 25/ 252 253 254 I 400 Type A2-8Curb f 9 � L 1389.1 l8for Details �j �; 89.40 U j j R/W SSf25 I >, Sow Cut Removve and Rep0 —Remove Ex/st Curb B Gutter f 75 N See Sheet for Details /£ Ms,37 Cornsfrucfcd CLx. Or- f` \ O MH N �) / I i' Curb 255 Construct Type B-1 /5 F/aie l� O h N � h Section Line -x_st Curb, puffer f S,devya/k 10 FZem�i� � � I R/W / r vU v 4 .Qj SCALE Hor/z. / = 20' Vert. / "_ /0' AS BUILT F, ' C®RRECTtONS 7 _1. DATE. _.. y 392 0 d' O 39/ 390 392 N 0 39/ m M — 390 Emb. C. Y EXC. C. Y. 255 A - 24 (,4 m 30' CURB RETURN RIW II d = 90 °- 01 '- 50" N R = 32 SCALES-20� T=32.017' III L 0 I III v L = 50.283 Houses � R/W Construct Type A2-8 Curb Remove Exst cab, ��9�--i�lll fter 10 �Cora9firafrr! AZ-B Curh i� '� t� hN �rmit A10. 1"4-6757 / M � �¢ Survey, Consi'. 2 5 6 M � N I R/W i 0 391 390 389 391 390 30' III R p j CURBRETURN o-58=10„ II p R_32, I y l I T = 3/.9B31 L= 50.248 O I 04 ^ I nsfruc, Type ti 04 R=20 ,—Install Survey Mona Encasement a Is-',,C- 35 7 2 9,S JR 2 1 r JNAD J -?- JNi1 \ —Edq� of P vemenf i B.P, R. FISCAL SHEET TOTAL COUNTY OF KERN 01 V. NO. ARE�ST.TEJC OUNTY ROUTE N0. IYEAR NO. SHEETS 30' 30' 1 (///I ` � � ��CURB RETURN T"'��^'�'"�'-_.T 5F. KERN S 220 F 1968 i> /-� DESIGN ENGINEER R.C.E. NO. 15369 4=90°-01�-50�� RIW III U W U R=32' T = 32.017 L= 50.283' i I I I/ ^ g y ROAD COMMISSIONER ,[ I1 CURB RETURN Garage Curh-] � R 32 - =� Housr Cva ap@ %1.1VI J CID. T = 31.983 50.24 Ck:II L = 50.248 /Saw Cut - ipe� 2,8C rb0, ` I W M 1� R=20' Remove and f� N = O onstrucf TypeA2 BCur I, I Rep/o e I' 1 + \ u R/W Lij Q I 5 Sow Cut Sow / 1I ���� Cnnsfruc'>yed A2-.8xe"b � �l y Canc ��jjr in FSox� l \ \ \ Sa/va cExisfrnt#Cover lnsfo/lSurveyMon. n L.f (S Sheet for o fai/sJ� Encasement to � GD � \ � ,Pcmnr� cxis� 9G' CMP y+` Vkki -I- In/cJ S}rucfure 7SrP Shrcf� -�'� . CnnSfi- 2- B'x 3 xl7. S' Construct Type B-1 Curb c���. P•vGs �Src sh�-f 260 — O �— \ M m Install S'/n —Section Line ` p Constr. Conc.l 7 Section Line y Encase e y� Crossdrain I _ % Remo v¢ Exisf Curh �` offer }Q N��\ 389 South Profile Grade -- - Exc. C.Y Emb. C. Y, 255 256 PROJECT ENGR. I DATE TRAFFIC ENGR. I DATE I CONST ENGR. DATE — Consfr. DTR A2 -8 Curb U.Sting Curb, Gutter and to Remora f=n�s. j I lConc Box to Remain J�( I J Ch owe I Ex/sting Sidewalk to Remain Sow Cut-- -Sow Cut -Remove and Replace O Z C Remove EM719/Ed�wk 4 O 4 = 891-40 -49 NOTE.All elevations shown are gutter grades. G R-32 T-31822 l� FJ- Exist f Profile 257 J m Sr C 2 � 7 y30S FR 1 l C IMD3)_X IM B. M. 259.7 Sto. 259,66 — 55' Rt, f in N. End Conc. Curbing Elev. 389.146 Ex1,3t It- Profile Grade 0.24% -- 'North Profile Grade —0.24% 258 259 C � I -- N O -IrdQe�CtvrsfirxYkd 1. AZ -cam Curb f�riniif 4R=20' \ Constr. Type A2-8 C I I Curb ( CURB RETURN L - 50.087 lL 38 .23 R = 32 Constr. Type A2-6 Cur F^ "-18 T = 32.179' `l W L = 50.444� R/W " 3 Oz I RIM 260 I o m 30 SCALE Horiz. 20' Vert. /" _ /0' m C6 v M AS BUILT L.Al' CORIECTIONS 8Y-49-1^ DATE ----- - - j L%7z.. 391 390 389 391 390 - -- --------- 389 Exc. C. Y. 4- Emb. C. Y 261 A- 24C�5 J 1 T CURB RETURN 30' y30' I 9S, . J I r IM J J j 1M . l�l a -sow-oi'-so" R/W ii ii R/ it R =.32 32' W 0/7 SCALE l= 20 L= 50.283' h /90'i6 -7!5 ` Rey� R/W / Construct Type42-8 Curb \ J \\� _W, o� � N h a m \ L � CIA Q$ o R/W era 9�Z x � Exisi c� 6 9u�t�r / �Exlst Cpp.urb Gutter /n Remain �} YI k�-- —M"t Exist 11 / Wa 1er Line �D ^ Install Survey Mon. Encasement �ER DO V Saw cut maw u Remove Exist. Curb Exist Curb to Remain Construct Type B-1 Curb ", C Pu// '5---�. S/ Sow Cu/ signai� � Survey, Constr. - �h��onrdWalrr Ya/ram —� Constiucr -d A2--8 Curb f'Yrmit .Uo. .�// 7S .0. Ditch C7 I NOTE.All elevations shown are gutter grades. h °Section Line ti } —Meet Exist —Sow Cut CC ? roc Ac Az-� Cur/ - — Exist. Minor Structure to I Remain - _ � k m \Re%cote exist. Pv// Box R/WQ m \ Relocate exist /uminoire. 7 3'J S R 2 7 r IMDES`?-IM 390 North Profile Grade \ o 389 — 0 24 388 — N Exist. r- Profile 390 ro ro 389 — 0.24 388 South Profile Grade Exc. C. Y. Emb. C. Y. 9, /6 26/ 262 PROJECT ENGR. I DATE TRAFFIC ENGR. DATE CONST. ENGR. DATE l '- Irl,7 M 06 263 v N ro 264 DIV. NO. ( AREASTATE I COUNTYI ROUTE NO. IR.FIYEAR SNO. ISHEE S 7 5 CALIF KERN S 220 F 1968 1 7 COUNTYOF KERN ,DESIGN ENGINEER R.L.E. N0. 15369 ROAD COMMISSIONER CORRECTED COPY END OF PROJECT ST-T 264 f 00 Tot a / Exc. C- Y Toto/ EmbC. Y. SCALE Horiz. /;; = 20, Vert. / _ /0 * NOTE: Embankment includes Subsidence. f Exc. C.Y. * Emb.C.Y. A- 2.4" Srr, 1-3JY r2JS R 2 7r JM/ D. F-3. rL J\/J. ,e/w ei w moo' I ao' �1 I /B /B 1 r fir quff�r qr�o'�. Curb ee furr A- C)0' O 1' So" 2- 92' T= 32.017' L = S0.283' G'sr>s/`i�ict Ty�� it Z f3 Cur/ � — Cn�s/i II I z —ExiS� Carlo Gu/�� CJ1 I III I •Q I � ) � C �\ � emovc Exist. Curti, v � vll qj I 2YV \\ 'IIII 7- � 2 ' 7 Son Cut -- - \� / Cni7sfruc/ 2- i1 ? -f3 Curti le6 \ ,e W Sh�e>` /S for i3nx � Conc 4e"Ae/ow Asmo/7 Conc I Sfiuc%ram See' Shee/ /S � ���cmove C� �Pcmov� Exis/ Curti Gui%r Exist Crossdr2in iy � � r ` Ul N b "l/nsloll Survey Mon 4 'A1�j � b�� � N �m Encasement m X -�` SUt2I/EY� C0N3Tk:;UCT10N 253 254 I NO SCALE T YP/CAL SPEED CHANGE DE TA /L TRI !DATE F r %] 5 F/s Squares ro'sed 1,e" S}- TT P 5 g /5 COUNTY OF KERN e<t-� R C. E. NO®169G9 So. Cut t doss a• PC 1 M ,chine Dose and corer I� 9 - - // 4 " B• lO 54' ro0 Ot AsOAo/t Conc #` / O ' L • 17" C105S .0* PC lO"iD P,oe,e.tro strength, t ength /2 ' min Mon to be set by others SEMON SURVEY MONumENT ENCASEMENT SCALE 3116•=t COUNTY OF KERN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES OFFICE OF THE ROAD COMMISSIONER CONSTRUCTION DETAILS Stockdale Hwy. Between Stine Rd. and 200'Eos1 of Oo*dote Dr. DE51GN BY. J.RM. DRAWN BY: J PB CH BCN[D lY: DATE: Moy, 1966 /s BHlETS SCALE: As. Shown HEFT NO, B FILE NO. A— 244- ffa l/o%: Pain{orcinc� to /5e a1' 62rs G) /2" O•C. unless otherwise shown or noted. s/d 20"-20'c2si —7 iron {ramc � cover % Min. W/ /OS /b s) \ �firt rt t� w N l PLAN SECT/ON C-C T YPE ',44 MINOR STRUCTURE S/d. 20"H 20- cash iron n. Wi Wt Cover (Min. /OS /bs)\ 7 ;-t4 PLAN /Vole: Reinforcinq fo be "d bars 0 /2"O.C. unless otherwise shown or no%d. SECTION A -A TYPE "B" MINOR STRUCTURE Scale: %"=1'-O'" SECTION D - D SECTION B-B /w II Exist .�O"Pipe -� .2emovc Exist. Minor 51ruclure- Sa/va6e Z�X%sf": Frame 0 Corer- 0 \\ Remove 2k /o " xC.. P Z-/11 Ins/a// Survey Mon. Encasemen/ — ems, 2/W 0 oI� X Z `V4 r2-15�71e,2-,-IZ2, pars �f� O. C emlxdded ii rear wall. DETAIL PLAN 22' KERN S?70F COUNTY OF KERN DESIGN ENGINEER � , C. E. NO. Cons//- Tyoe �1 " Minor S/`ruc�ure � Sur✓ry, Cnnsfr. ins/a// //0 G.F 30, Pc.P. rcl.17) W in ~ YC serr�. Z/nP //Citric Pacds Consir Type "3" Minor S/ruciure � Ef �f34. 40 L /Z Ouf /e / El 9f34.9f3 R1W h� lJOf3' /LJii7, ai Y� Sewer/. Z/17e and papa//�/ yr !/h hod/om of 3lJ" PC.P\ I DETAIL "B /Un Scale COUNTY OF KERN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES OFFICE OF THE ROAD COMMISSIONER CONSTRUCTION DETAILS AS r Stockda/e Hwy. Between Stine Rd and 200'Eos1 of Oakdale Or CORRECTIONS BY " " �a /J('� DESIGN BY: ✓R M. 'ATE__`.�-�" ��T�/�Y��CGd DRAWN BY: ✓ PB CHECKED BY: DATE: May,/966 /-C— SHEETS SCALE: As Shown SHEET NO. PR6ji6i EZ, f -//otv / /y C, b trans i an on cenfe-rs C-& Aly //7d- PL AN SECTION A -A SEMON 8-8 _5c.?/e.. 4 /,-o" -TYPICAL CONCRETE CROSS DRAIN z iNGR'. HAFE r60t4ST EN'GR. SECTION D-D SEC TION C - C TYPICAL CONCRETE DRIVEWAY 30" PLAN cam/ ydJ SECTION STANDARD SIDEWALK DETAILS - --714 - - r - a " T YPE---- A2-8 ,TYPE B-1 CURB DETAILS Alo,e COUNTYOFKERN NOTE Expansion Joint matriraJ AS BUILT PLARS comocnom sy—_4 DA COUNTY OF KLRN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND ORIDGES OFFICE OF THE ROAD COMMISSIONER stnckc/_41E H.W.Y. BEtwEcn Stingy q&. J' DRAWN BY: C"6cKffoBY: DATE: .CAL.: A5 /0 I FILE No.A-741-4) T YP/CAL A.C. DR/ VEWA Y Sca/e : %2 / ' /UOTE.' RFm7 Y ai7d rip/x� cvih �n � fin' /tJinf sha// 1.�e� s�aivrd. 1 III � III ,I -Bx 9i /2�.P G.O Q III - III N Iry /Vc�_>i, J,, LAJ e/YY U. v' /and ✓uricf:can F3ox s. �� / `V 'll II Survey, Consti STOCKDALE I n HWY. 245 246 247 tiI I u h N X IY as d �ec1 d by /hP Enyrn�/. (� NA ----------------��---� i 0/aced Welto be CI¢iss';4" ' 6ncrete 4 below isions t be same for r or ty es of openings - i PLAN 6 " iri c-i1h�idim lioi-i fic�m DETAIL ti� at guff i- ��NT. i Ko�TE No. i •: a� i a�a� i s�EE.= KERN 3 220 F '960 II /r COUNTY OF KERN ENGINEER ��, C. E. AS BUILT PLARS CORUCT1ON5B�Y_-- ,�S DATE_--,L�s{' _. COUNTY OF KERN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES OFFICE OF THE ROAD COMMISSIONER CONSTRUCT/ON DETAILS STOCKDALE H.W.Y. Between ST/NE ROAD and 200'Eost of OAKDALE DRIVE DESIGN BY: J. R. M DRAWN BY: L A. B. CHECKED - DATE /S EHEETS SCALE: As Shown SHEET NO. I/ TRAFFIC ENGR. u� FILE NO. A- i i � G ee o\� ,e oho ,e o\cy ec� Fec, \, ,e o�y +eA J G° h�a r,�Qe G°c 0�• G°c°y°c �,co P�Q Goc 0�� . ��Q G Length C. Y C/ Length Length C. Y C. Y $/O1f0n Rt Lt. /n B" in in Cl"8 Cl. B" Thick- Areo Tons Remarks Width Fee! Conc. Feet Feet Width Conc. Conc. No. Width ness S..Y. A.C. 241 * 38 - 243 f 78 ✓ 240 r 24/ 4 96 00 - 245 *61. 43 776 242 -f 72 - _ - VI/6 2.04 - - - - -.. ' 243 f 65 ✓ - _ _ _- _20 3.63 Replace to - I i 244 4 53 ✓ __ l4 - - 1, 85 --- - ---- i 242 4 46 - � - -- ---- -- -8 1.30 -- -- - - - --,- 246411.43 30' / 246*4L43-248*34.63 396 9 248 1-94.63-252 49Y. & 804 248414 - 248448 ✓ 50 - - - - - - 3 ; 248 4 64 /3 30 s 248*50-249 YL 73 ✓ 123; 249 k 73 - 252 *81 ✓ 358 T_ 250 * 10 ✓ 28 3.15 - -- Z 253 * 60 - 253 * 94 45 a 252 -155 - 253444 4 106 5. /8 106 Sta 252 f93 Sow Cut Sidewalk 2 241 * 37 - 242 * / / 4 " 74 3.62 241 t /0 - 242 4 /0 4' /00 4.89 253f 3152 30' / 253463-253*66 ✓ 4' 6 0.30 253* 61.14 30' / 25440 .52-262 *95.00 1742 254 * 76 254 *90 ✓ 14 1.85 I 255 * 96 - 255. /- 98 ✓ 4 3 0.15 255 * 70 - 256 * 02 50 256*20.00 30 / 256 -f 42 - 256 4 44 ✓ 4 3 0.15 256-f38 - 256 *70 50 257*32-260436 ✓ 299 SfO258A88 Saw Cut Sidewo/k R 258 4 82 - 258 * 84 ✓ 4' 3 0.15 257* 44 ✓ 12 2.40 Saw Cut 9 2 257465 257472 ✓ 30' 3.33 i 257 *86 ✓ 16 3.04 Sow Cut 9 1P 258456 - 258488 ✓ 50 _ ' 259 4 84 - 259 *86 4 3 0.15 259 4 06. /8 30 / 259*-24-2591-56 ✓ 50 259 482 ✓ 34 3.. 70 260 *Of 53 -261 -A 04.53 ✓ 1138 260 *37 ✓ 12 2.40 Sow Cut OR 260 4 54 30 / 260465 260 *71 - 261 f 03 ✓ 28 260192 ✓ /3 1.76 261 47/ - 2627L03 50 262421 30 _ _ _ / 243 4 95 /4 0.17 24 2.67 244 4 43 - 244 t 63 ✓ 20_ .254 * 80 - 255 100 ✓ _ 20 _ 257 f 35 - 257 t 53 ✓ 18 257 4 75 - 257 * 97 v 22, 260 4 28 - 2604 46 18 260t82-26/t01 19 TOTAL 81 14.59 3,Z/8 /616 30.45 //.38 8 I -7 •N[a> > b AUI. KERN S 220F ig 8 12 COUNTY OF KERN n D[EKiN ENriKJ[El1 R. NO. 5f 5 69 DRAINAGE L15T Stotion Description Minor Str. pipes Remarks V V M Rt. ILf 245 - 98 132' 1 1 Iseesheet No,/ 252 4 79 X 1.22 389..70 387.04 253 t 3/ X 1.23 114' 386.77 389.60 253 t 96 X 3.34 Exist. 384.66 260 4 65 260 t83. 261 4 03 X 1.82 384.40 384.98 TOTAL 7.6/ PROJtGT tNGH. URIC IHHrrll. GnbH. u/aiD CL4AM�M K6 . COUNTY OF KERN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES + X OFFICE OF THE ROAD COMMISSIONER A'BUILT P1 t0RRW 'Zi, _4sr z. STOCKDAL E HWY. r/ Between ST/NE RD and 200 ' East of -KDALE DR D[s'ON sT: ✓, R. N. DRAWN EY: L. A. B. CHECKED M - DATE: I.S EHEEn [LACE: W[iT NO. tC FILE NO. ,Q- '7,4 % 1 orv�N�o. IA� 111ATeI<ou.— I eouTE 9o. I :E:w I ®�o°• I c�Ee:, J 1 -4-, ICALIF.1 KERN 1 /i N—fh /ems/a// c�-.un•/y oYr�e�d //iinii�ai�, ha//ss>; and pu// i,�c� x n �xisfixf e=.®d as==am=a co�dui/ /-Ui7. .P/yY CONTRACTOR TO FURNISH AND INSTALL OTwo No. 5 pull boxes with extensions; specified cabinet and control equipment. BO. Type XVII standard; luminaire, ballast; one 1-way, 3-light signal, Type M-1 mast arm mounted (181 mast arm, louvered green); two Iw y, 3-light left turn signals, Type B-1 and B-5 mounted (416" and 718" mounting heights); one FPB; No. 5 Pull box with extension. CO. Type XVII standard; luminaire, ballast; one 1-way, 3-light sigal, Type M-1 mast arm mounted (201 mast arm); one 1-way, 3-light signal, Type B-1 mounted; one Walk -Don't Walk signal, Type W-0 mounted; PER; No. 5 Pull } box with extension, 7I DO. Type 1-B standard (101-0")• one 1-way, 3-li0rt signal head, Type A-1 mounted; two Walk -Don 1t Walk signals, Type W-3 mounted; PFB; No. 5 pull box. EO. Type 1-B standard (71-0"); one Walk -Don It Walk signal, Type W-1 mounted; PFB; No. 5 pull box. OF. Pedestrian push button post; PER; No. 5 pull box. ` GO. Type XV; luminaire, ballast; No. 5 pull box with extension. - OH. Inductive loop detector (one 501 x 61 x one turn loop and one 4g1 x 61 x three turn loop). OI. Inductive loop detector (one 201 x 61 x two turn loop); No. 31 pull box. JO. Inductive loop detector (61 x 61 x three turn loop); No. 3� pull box. KO. 120/240 volt Type C multiple service equipment on utility owned pole; No. 31 pull box. Also all conduit, conductors and incidentals as indicated, specified or required. NOTE: work also includes relocation of two existing luminaires and replacing one loop detector (See plan & profile sheets). O R/W 0 � Oc- MOM©E ® ��f31�E�117E�ifEIIL'�6'�E4�©EI�E�lii�ll'�E�i]Q>• ■■■.■■■■.■■.■■■ a>♦�������©�i©��©©E iIIIIES'l����I��©��©©��illl©1111117� rr �,s•����mo��©©©o©�i� >.. m©©illll©©III©©a©III©III 1.. Es'Ill�ill�lll�l�lll�Ill®II©IIIII©©©©©©� ERRORNUMN � MEN Detector®���©III©III©©IIII©IIL7�7il�ll�ll�llll�llll� '.:Q�IIIIIII�IIII�IIIIIIII�IIII�©©©�©©©©�IO�� �, ..; ©1�����11�1110III©IIIII©IIOIII©II�IIIOIII©©� MIN IRS IRS ®oar© TYPICAL STANDARD LOCATION /Vc S'ca/� /t/IJTE .'Sia�da/-ds a/7d c qui�m���` a� shorv� G \ O 45�5 I \�� Type L7 pho1oe%cfr-ic /a I 1 /n LE III \Grad /ice wii'rs /.lvisfrd /c gPifie••i /i� ce7ndui/ p/ocrd in S�wrd COUNTY OF KERN /, - - r -.- I� T T �f- G'or�c•-s/���dii-�q /hi-c�c�gh d /c�c%ems discc�i7r�rclyd. APPROVED: N. 1967, kl�41 lw, 1.12:, bl Director of Puic Works (City of Bakersfield) AS BUILT PUNS conEcrims DATE.._ R. C. E. O CORRECTED COPY COUNTY OF KERN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES OFFICE OF THE ROAD COMMISSIONER /PE,q L /P/�• 7- C-::, <=/<7 Z__E 200' EasO cad' � �.�o�.a/ram DRAWN BY:. DESIGN SY: CHECKED BY: DATE: /�-_ SHEETS SCALE: SHEET NO. FILE NO. A- -7-4 -7 7_ oIA4E/.I siaiEl eoDrviv I aouie rvo. I ErewaL arvoEi sry Ee25 7I S IICALIF.1 KERN S-2Z�%� 1968 /4 1 /S SIGN LIST Station Loc. No. Sign Description Remarks 24/ f 45 Rt / W//ROWRt..) Remove and Salvage 242 f 62 Rt 2 W60R " 242 4 65 Rt. / R2R (35) Remove, Salvage and Relocate of some Station 242 f 88 Rt / W60R Remove and Salvage 244 f 90 Lt / W25R 245 f 81 F I / I W2/R " 245 -f 8/ F / I R7R " 245 4 8/ F 2 W60R 245 f 82 F_ / W6/R To be Placed 245 f 95 Rt / R/OR(Lt.) 246 f 43 & / W6/R " 247 f 00 Rt. 3 W60R Remove and Salvage 247 -/ 63 Lt. 2 W60R " 248 f 28 F / R/OR(Rt) To be Placed 248 * 32 E / W6/R 248 f 72 Lt. / I R/OR(LO " 248 f 86 Rt. / RlR To remain in Place 245 f 9/ Lt. / R/R " " •' " 248 f 96 E / W61R To be Placed 252 f 85 Q / R7R To be Placed on Signal Standard 252 f 85 2 / R53UR 253 t /O Lt l R/R To be Removed and Salvaged when Signals are placed in operation 253 f 82 Rt. l R/R 254 12 f / R7R To be Placed on Signal Standard 254 f /2 f / R53UR " 256 f 00 Lt / R/R To remain in Place 256 f /5 f / R/OR(Rt) To be Placed 257 4 05 Lt / W54R Remove and Salvage 257 * 32 Rt / W60R 257 f 35 Rt / W27R " 258 f 86 Lt. / RlR To remain In Place 259 f. 0 l 2 / R/OR(Rt) To be Placed 260 f 20 Lt / W60R Remove and salvage 260 t 27 Rt. / W60R 260 f 59 f / R/OR(RO To be Placed 260 f 76 Rt. / RIR Remove, Salvage and Relocate of same Station 26/ f /3 Lt / R2R(35) Remove, Salvage and Relocate of some Station 261 f 23 Rt / W60R Remove and Salvage 26/ 4 35 Rt / 6 Remove, Salvage and Relocate of some Station 262 f Ol Lt / R/R To remain in Place 262 -f 16 g / R/OR(Rt.) To be Placed 262 f 60 1- / W2/R Remove and Salvage 262 -/ 60 f / R7R " 262 f 60 It / W6/R 262 f 73 F Lt. / W60R 262 -/- 55 Lt. / W60R To remain in Ploce 263 f 00 f Rt / W60R Remove and Salvage 263 f 33 g Lt. / W60R To remain in Place 263 -A 35 f Rt / R/7R 263 f 55 f- Rt / W60R 246 f 48 T / R/OR (Rt) To be Placed Total 56 C�n1r.�c/ni fn S gro and fa.stPnig9 hardwair 1n hr fvrnish�d by ofhP�s. � 2"//>. s>rar/dard dnmrslc ga/va/�iz�d -- J' Of /»P SIGN INSTALLATION DETAIL COUNTY OF KERN AS BUM VU`4b L csl — CORREC'TION5 BYBY.--�7�- DATE— STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES OFFICE OF THE ROAD COMMISSIONER CONSTRUCTION DETAILS STOCKDALE HIGHWAY Between Stine Road and 200' East of Oakdale Drive. DRAWN BY: . / a B DESIGN BY: J. R. M. I CHECKED BY: DATE: MaV y /, /967 /S SHEETS SCALE: As Shawn SHEET NO. ,/!.t FILE NO. 0— PS S/d 2ll "x 2C�" C�S� icon F�amc � CGJYc�/- m i C^� \V I e G % mafch Faces FACE ANGLE ANCHOR DE TA / L NlJTE : .P�ii'�fci'cii�q fc ire i0"4 G� /2 •• uri/ass c�fh��wisc sh��v� ci- /7lifcd. SCc sh��f � {oi- /�sia//a/icy d�fai/s SEC T/C-,-) A/ f3 -F,3 fif T YPE ��C MINOR STRUCTURE S/d. ?lam "x 2lJ " cas! ii-cri L- /--'Z A A/ o. rR�i s,.rEi�o�Kri ao�.ERo. i F.E.w� i s�oET i ;�EE,a T S CALIF. KERN 5'22C�F 1968 /$ /S COUNTY OF KERN DESIGN ENGIN�ER R. C. E. -0VQ T YPE D M / NOR S TRUC TUBE COUNTY OF KERN STATE OF CALIFORNIA DEPARTMENT OF HIGHWAYS AND BRIDGES OFFICE OF THE ROAD COMMISSIONER AS BUILT Ll':l'Cc�,�/sTeuc- CORRECTIONS BY_J��i onTe�r/f11=�--- STIJC.�/�/-\LE f3e�/`rvec-r� Sfir.>° .Pd• �` 2lJl�' DRAWN BY:. DESIGN BY: CHECKED BY: DATE: JAUJ�� /. ; SHEETS SCALE: �_`S Sj, li )i1//7 SHEET NO. FILE NO. Q-