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2.7-114
STATE OF CALIFORNIA DISTI COUNTY VI I Ker ROUTE (POST MILE TOTAL PROJECTI SHEET I TOTAL _ NO. SHEET; 21.6 1 I 16 DEL N68TE SISKIYOU < ' MODOC I SHASTA I F RS11 ITY i TRINITY �, i LASSEN 0 DAK E f HUMBOLDT , r - C IELt) _,_ -- Jr TEHAMA PLUMAS INDEX TO PLANS GLENN !� BUTTE ,ll SIERRA SHEET NO. MENDOCINO , - �� TITLE NEVADA_ - ' .COLUSAr 1"Jo• — "W T XXTO WT S 1 TITLE SHEETD ft it QLJ BLIC. _ ' ;LAKE � �NG�;i r'PLACEfl � 'I �.r..� ^`T .r'�YOLO�9 -.t EL DORADO SONOMA kNAPA`r _ _, ;P,-' Q` � AO A! ?ALPINE " rCITY OF BAKERSFIELD 2 TRAFFIC CONTROL PLAN IAM_ , PS, ` P 3 TRAFFIC CONTROL PLAN`•soLallo-' • �' �'-„P�``,' �, MARIN + - r LP MONO CONTRA r sok r TUOLUMNE MISCELLANEOUS ROAD DETAILS COSTA SAN FRANCISCO ` r LA M E D A N\S�PUS `A. P�Q�ca ! .. 5 STRIPING PING PLAN SAN MATEo SAN - ;- 6 TEMPORARY CRASH CUSHION, SAND FILLEDPHOJECT PLA14S T 10 ON `01_RA' MERCED`� SANTA CRUZ MODIFIED T -10A 1 '� SAN FRESNO r - ' INYO BRIDGE PLANS CBENITO`T _.• - 8 GENERAL PLAN ST.AiTE H W Y TULARE MONTEREY 1.` �1KINGS I `! 9 FOUNDATION PLAN .� IN KERN COUNTY, CITY OF BAKERSFIELD Jai SAN 10 ABUTMENT DETAILS Luis x , 11 BENT DETAILS oBlsPo - t, ,' KERN • 12 TYPICAL SECTION ON ROUTE 99 AT PLANZ ROAD OVERCROSSING ,,���- /_% ��, SAN BERNARDINO SANTA i_, �. r 13 GIRDER LAYOUT FEDERAL AID URBAN PROJECT BARBARA \10S ANGELES 14 PRESTRESSED I GIRDERS VENTURA 0 �� 16 LOG OF TEST BORINGS 15 SLOPE PAVING DETAILS -FULL SLOPS M -F 245 (000) ' RIVERSIDE LOCATION AP ORANGE,_____.____ SAN DIEGO ' IMPERIAL O i � INDEX TO STANDARD PLANS DATED JANAUARY , 1988 A-10 A62 -B A73 A77C-1 A77C-1 A77--9 A77 -E A79 -A A79 -B A79 -C BO -1 BO -3 BO -5 611-30 1311-52, B 1 1-54 T-10 ADT(1988) 11,004 ADT(2005) 16,000 DHV 1,750 DESIGN SPEED 45 MPH,. PROJECT LOCATION To be supplemented by Standard Plans dated January, 1988 4 OR) VISTA /,\;v �o < ,, NOLOEN WY 5 - N AV AV u ,� w NCkMAN Av cx� ; ARC] PL DNLIT-'_ E- A'1 lv w� i , LUM AY CUSTE AV CQ o ALr1s `'' � 1 AV ” -sem LE MAY Ar ', "' r DO = AIGF.I AV._ Q CSAR` K Y 't4 w LN l CC R D W < U Y1 IT I • -S O Q: V1 V)o roz SH RWr 0^ I _z AiVTONIA ON AY Wo �� w>:sI NAVE.r 14v ►- w „ K W cc DCkI AN WOOLLRD X! 1A x O,AK'X^t'C I—r _ '- LINDSAY COVENTV x _, DR' r-r•--•Nt I�r.RICKSI t, xENNEDY AV r a, �8ELVED(RE o''AV I �-�-- c SCAR 1� .,f�JNEY I-\ TRUMAN AV ( CAiJpRI = w o No V oDAY TON -� 'SYLVIA C, EISENHOWER `� � 4,H-'►—rcc p ACF (`� I (TERtY� REEDCR AV J j►-xL z �= <'' W MEREDITH �Nz RD P A,, Z �-�� o V)� L� R D >-- z < W " z .- � R G L w / 'JULIAN `- < �, AV �:'_ '/— N DILL AV �y / A4 OWZ)g70 � V '' D0 LIN CARA WY EL RRC4 z S N RAW) '�11,CE► T l r' c/ AY P.Y A 4 EY LIN WY t, �y x `D F -A I -T�_AL �� GAf�;FIEIi •c - ALUM AVE �' .i o ``'� V ,t �U U-8 AV MARJIiL AVE > `� COS CAkNEkJs YNITE ; PL LN J ` r a = z .V1 GARLAND _j a �- CALCUTTA ' AV a- uC t1 t1 ` W c>r 0 V) X ► O W N u d Uj PACHECO • — 1 • • •--- — •--- U O.- Cl W VICINITY MAP ISR®,�l��T �W�1t�fEER 0I42M HILL 3340 ROSIN CURT §A0RAMKHTO, CA, SOS34 Pro ject /►✓o. = s Q?,OFESS/oN��,. WJOHN B. POHI-E, cz: No. 042793 *3/31/92 Exp. - sf9l CML F of CIs1-� APPROVED BY THE COUNCIL CITY CLERK APPROVAL RECOMMENDED PUBLIC WORKS DIRECTOR t -- c ASSISTANT PUBLIC WORKS DIRECTOR DESIGN EN INEER R.C.E. 23121 PLANZ ROAD OVERCROSSING (WIDENING) DIST COUNTY ROUTE POST MILES SI~EET TOTAL TOTAL PROJECT N0, SHEETS VI Ker 99 21.6 2 16 aita��_ — ? ID EE S �< REGISTERED CIVIL ENG £ER 4, \ CH2M HILL 3840 ROSIN COURT STEVE _\ SACRAMENTO, CA. 95834' FITZSIMONS �o No. 36435 A �µ PLANS APPROVAL DATE Exp- _ 6/30/92 ,w F CIVIL / Q � I1v �r� OF ti/O SCAL E �g ... d.. ....... ........_.............................................. ...... o� :............................................................ Ali TEn�IF-'oRf1'R � /l/IOOUL ES' ,�1.QRFl Y ".q •• r=----CON-57-19UC7-,DETOUf3. SEE SHEET �. lit ma _.:.....::::..:.:...:.......:.:...::.:.::..:::....v:-::::::::::.:.:...:......::::::.:.:::::::::::.:.:..:.�..::::.v:::::::::..:::::::.:.::::.:::::.:.::::.:.:.::< �....:.::. TEMPOf�A/�Y RA !L / NG, Q O T K �m. <> ........... i tJ W Z � Q /c,0 ,BOG' P.4RTlAL PLAN PA44SE .III A/D 5CA L E ESC/S-Ti/VG E,O(sE "n= S�/OcJI�OE� CGS/ST-i2UCT! ON W /TH / /�! MED/AN LEGeivD: • TRAFFIC CHANNELIZERS @ 50' O.C. DETOUR PAVING 000000000 TEMPORARY CRASH CUSHION /ti/ PAVEMENT DELINEATION DETAIL. SEE A20 -A AND A20-13. -e TYPE P OBJECT MARKER (WHITE/ORANGE) �--� TEMPORARY RAILING, TYPE K REMo u Oc2l EX/S7-/AAS I -AA -/ES /O SHL O BENT C'Oti/S'TR UC T/�/lJ TEi�lPOf?A.4 Y F?A/L �iUG T Y�'E' fS 2. REMOVE EXISTING DELINEATION FROM STA 576+70 TO 592+70 RT AND STA 577+50 TO 595+50 LT. 3. NEW SHOULDER PAVEMENT IS 0.50' FULL DEPTH A.C. OR 0.45' A.C. OVER 0.20' A.B. 4. PHASE I AND PHASE 11 MAY BE CONSTRUCTED CONCURRENTLY. 5. SEE SPECIAL PROVISIONS FOR PORTABLE CHANGEABLE MESSAGE SIGN REQUIREMENTS. 2M/� ✓�t��ES /a' To /3' PRC)JECT N0. M22983.A 1 _»-- PLANZ ROAD OVERCROSSING (WIDENING) TRAFFIC CONTROL PLAN ,.7 //y REUSE OF DOCUMENTS � BRIDGE NO. DESIGN I By S. FITZSIMONS Checked n C I Tl� O F BAKE RS F I E L D IJ THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON 50-252 By Checked PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. 2 DETAILS ( PAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 0 1" POST MILE CALIFORNIA 1 OF /e SAn/pf,3ANK USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON `t/ DOCv 1 _ 7 By Checked WITHOUT THE WRITTEN AUTHORIZATION OF CN_M HILL. THIS SHEET, ADJUST PROJECT MANAGER 21.6 ENGINEERING DIVISION QUANTITIES S. FITZSIMONS ©CH2M HILI, INC. SCALES ACCORDINGLY. HEUTS .(3 -rft� -e -�� a, - DETDU� p,4VENIEAJT ��RK R T ,,,- E �` S R/F'/lV(S 6U/4, �4R Y f-�E'RMq IVENT I` PE,2 �I,�1 NEiI./ T ��Tq /L ,vo T'E/�//PUR Aft y SETA/L ti/o LEiVGTF-1 Qa2Z "x �" f».,CIV ME,,/7- M�IRKER 7T,egF-F/C 577R/PE 4"SOL/O REF7LEC7-IVE A10V REFI5CT/✓E TYPE G TYPE /-' Y4-=: 4- LOW TYPE I-9 <:�X" SOL/L7 �L- F) 13 c / 0 k PLANS APPROVAL DATE - 624 TRAFFIC, CONTROL PLAN .................._......................................... ....... ...... ..... ...... ...... ..................................................................................................................... ...... ..... ._....................................... ...... ..:..........- 3600 , �Z '— 2- .......... .4 ...........'..................... _ s...................................................................................................._......................;� 3600 ......_.................. . ::::. .........:::::.. ...... . ...................................................... ............................................................. 270 3 SGOO _....._...._........_ h0 ..................__........_............... _.......... ......_ _............. .... .............. ...... ....... ... - ...... ... l2 7200 WITHOUT THE ✓VRITTEN AUTHORIZATION OF CH21\1 HILL. 25 /3 Q) � Z / 5Go /BOO 25 3600 wff7Ci/liw#/Y�i )N F' CL T) 8" x 24" TG Lo 278 3000 WH/TE/ ORr9NGE oc � 4 SSo , Z- 7- 20. CD DETDU� p,4VENIEAJT ��RK R T ,,,- E �` S R/F'/lV(S 6U/4, �4R Y s T,6 T D"*4RY A40UIV TED COAJ5TRUC TiON S/OAJ C'o0E-: f-�E'RMq IVENT E'MPO��gRY PE,2 �I,�1 NEiI./ T ��Tq /L ,vo T'E/�//PUR Aft y SETA/L ti/o LEiVGTF-1 P,4VE'MEAJT A-14RKER "x �" f».,CIV ME,,/7- M�IRKER 7T,egF-F/C 577R/PE 4"SOL/O REF7LEC7-IVE A10V REFI5CT/✓E TYPE G TYPE /-' Y4-=: 4- LOW TYPE I-9 <:�X" SOL/L7 �L- F) 13 c / 7200 /50 PLANS APPROVAL DATE - 624 TRAFFIC, CONTROL PLAN 25 00/')( SO" 3600 - f■f■se f■4t+i1■f 9� 78 3600 O,Pr�I/VGE BACf�GROU�I/O C 30,q 270 3 SGOO 3600 SERVICE, IS THE PROPERTY OF CF -2M HILL AND IS NO - USED, IN WHOLE OR IN PART, FOR ANY OTHER PF OJECT IF 1" NOT ONE INCH ON ♦ l2 7200 WITHOUT THE ✓VRITTEN AUTHORIZATION OF CH21\1 HILL. T 2 POSTS PER S/(3n/ PART) / 5Go /BOO 25 3600 wff7Ci/liw#/Y�i wN/TE 10RI-AAv64=- F' CL T) 8" x 24" TG 3r OO 278 3000 WH/TE/ ORr9NGE X600 s T,6 T D"*4RY A40UIV TED COAJ5TRUC TiON S/OAJ C'o0E-: S/ZE QUA"T/TY4 POST LENGTH NOTES x t" 4"x �o' "x �" U- CH.9N/VEL C/8 4g"x 48 g• CH2M HILL /7' 3840 ROSIN COURT c; STEVE Z SACRAMENTO, CA. 95834 c / / 8" x 48// 2 PLANS APPROVAL DATE - 20' TRAFFIC, CONTROL PLAN VVGi C4 5) 00/')( SO" 2 - f■f■se f■4t+i1■f 9� — THIS DOCUMENT, AND THE IDEAS AND DESIGNS 7NC0R-B PORATED HEREIN, AS AN INSTRUMENT CF PROFE&O O,Pr�I/VGE BACf�GROU�I/O C 30,q moo" 3 SERVICE, IS THE PROPERTY OF CF -2M HILL AND IS NO - USED, IN WHOLE OR IN PART, FOR ANY OTHER PF OJECT IF 1" NOT ONE INCH ON ♦ PO`, --fn LE ,°� - — -- — CALI w ' N I A 111 !.F WITHOUT THE ✓VRITTEN AUTHORIZATION OF CH21\1 HILL. T 2 POSTS PER S/(3n/ PART) 8" x 2¢"S' ��,CH2M HILL INC. �® ALES ACCORDINGLY. ■ e1 A1414t1 iF.t®■■■ft81 11W i+l tlMm'1a13/#&Y�?.'tili'w.lalf#7#.f ®fd�bl�i�diflfllWi iii "' wff7Ci/liw#/Y�i wN/TE 10RI-AAv64=- F' CL T) 8" x 24" Z ¢ , S' WH/TE/ ORr9NGE /`/OTE: S/GN LOC�77-/ON5 OA.1,L ! EXACT LOC,q?"/Oil/S TO SE OETERM/NE,O BY 7-F4E ENG/it/EER, tt > mt& fils'A Checked TdNi /o,v7'•9 Checked STEVE r- /TZ S/MOn/S Checked /oh/N ,6 Pos�L E \ �a�■nft�tt� ■ retttsit� �ttt�t tf ct t®aa stn REM01/E TE-M�o%ZF�fZY CONDOR 4'/S • -� TR,�I FF/C STRIPE /--/A40 PAVEMEAJT MARfGER REMO Vq SUMMARY -TR.4F�'/G ST2/PE F',gVEMEA_/T MARKER SF" Eq S 000 234 A/OTE5 = /. SEE Aa0/T/OnIAL NOTES �i�c /O LEGEti/o O/L./ SNEET 2. 2. SEE .ST�9n/Or9R/.� PC.�9A./ T -/O FOR FREEwgy A4EO/AN AAAe CLOSURE FOR COAISTRUCT/OA! OF- OETOUR FAV/NG . SEE SPEC/�L �ROV/S/dil/S. 3. RE�/IOVE XDE'7-QCUlZ 7'0 ,q W/07 -/-4F /Of AFTER PE'RMAAAE/VT S`TR //://VG /S /N PLACE (-STA 579 f 70 TO 587 ` 70 (RT) �/VO STA Saeve- SO TO SJO f5U (LT)) CONSTRUCT 'OeTOUR, SEE sNEET z . f 70, R7" A5, 0' f 70, R T 23.0' i■�■ufaf •ia>sstn�l�eif�►..yst tF�#.�ttt+i� ■ ! �eatfis � ■ ! tt■era t t t>_ t � J r� POST M'LES Vi Ker 99 TOTAL PROJECT N: -TEE'S 21.6 1 3 16 ss�.lBR�iia1ia ■ ■ f■Pi� M22983.A 1 tiv<w. I!6 -i �I! REGISTERED CIVIL ENG NEER CH2M HILL PLANZ ROAD OVERCROSSING 3840 ROSIN COURT c; STEVE Z SACRAMENTO, CA. 95834 FITZSIMONS z\ ---- --- ---------- No. --36435-- PLANS APPROVAL DATE - E cp. —§/30/92 TRAFFIC, CONTROL PLAN s� P :\ FF C A;,\ -rte 50, L7' 0S . o ' f SO, LT' /,3,O' s a { PF? „!E . F NO ss�.lBR�iia1ia ■ ■ f■Pi� M22983.A 1 tiv<w. I!6 -i �I! PLANZ ROAD OVERCROSSING (WIDENING) TRAFFIC, CONTROL PLAN s�—i—_"— �s�����vFiLi�i i - t E3R1..:=--"`--- - f■f■se f■4t+i1■f 9� RELISE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS 7NC0R-B PORATED HEREIN, AS AN INSTRUMENT CF PROFE&O RIS ONE INCHON IGINAL DRAWING. 50-252 .,� I ..l ��I E L D 3 SERVICE, IS THE PROPERTY OF CF -2M HILL AND IS NO - USED, IN WHOLE OR IN PART, FOR ANY OTHER PF OJECT IF 1" NOT ONE INCH ON ♦ PO`, --fn LE ,°� - — -- — CALI w ' N I A 111 !.F WITHOUT THE ✓VRITTEN AUTHORIZATION OF CH21\1 HILL. T IS SHEET, ADJUST PROJECT MANAGER ` ' ro> _ 21.6 E �a I �°`� E: R I FA G DIVISION 7 ��,CH2M HILL INC. �® ALES ACCORDINGLY. ■ e1 A1414t1 iF.t®■■■ft81 11W i+l tlMm'1a13/#&Y�?.'tili'w.lalf#7#.f ®fd�bl�i�diflfllWi iii "' wff7Ci/liw#/Y�i 2- / /%4 EX157-11-IG RETA/A//At1G !%/AL L_ z AT CfZOYV" Off' y(c �K � 1.NV 352.3 /NV EL. 35/. 3S FOOT/ti/G r'NEW) E /5 T iQOAO / - "/ V EL S4 X � (� �/ 3 3e SG4f�E i�i9R/ES Q °v Vim" € �X �I%V ia:.. r /ZEN/O lam::: CueB ,o 5 .K BEti/ r 3 —_ TYPE' OROP JNLET' 0-73 a E X /S TiNG /8"RCP 1A_1V EL .352. 4c / ELEVAT 10,,15 S f-10 wA! PEi2 .4 tau/LT 7-U .C3E ,COE'TE•RNI/ti/E,C /�J Tf-�E l` GELD i i PROJECT NO. M22983.A 1 PLANZ ROAD OVERCROSSING (WIDENING) MISCELLANEOUS ROAD DEVILS CITY OF BAKERSFI ELD rqo 4 CALIFORNIA I OF ENGINEERING DIVISION 7 SHEETS y EX/ST AC TO ,BE f REMO VEO : TYPICAL. SECTION By Checked, polu FtEVSE OF DOCUMENTS BRIDGE NO. DESIGN I C>_6 E I �/� THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-TBAR IS ONE INCH ON 60-252 PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALIGINAL DRAWING. DETA1lS ey f�E/l/ ✓ON/V�O� Checked 11 d7�hUSED, SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE IN WHOLE OR IN PART, FOR ANY OTHER PROJECTNOT 1" ONE INCH ON Q �' OS MISE By Checked WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL.IS SHEET, ADJUST PROJECT MANAGER 21.6 QUANTITIES Jdy/�0� ©CH2M HILL, INC. ALES ACCORDINGLY. BEti/ r 3 —_ TYPE' OROP JNLET' 0-73 a E X /S TiNG /8"RCP 1A_1V EL .352. 4c / ELEVAT 10,,15 S f-10 wA! PEi2 .4 tau/LT 7-U .C3E ,COE'TE•RNI/ti/E,C /�J Tf-�E l` GELD i i PROJECT NO. M22983.A 1 PLANZ ROAD OVERCROSSING (WIDENING) MISCELLANEOUS ROAD DEVILS CITY OF BAKERSFI ELD rqo 4 CALIFORNIA I OF ENGINEERING DIVISION 7 SHEETS y SCALE 1'=50' I I I I I f 1 ------------------------- I I I I I I I I I I I I I I I L� --------------- - - - - -- ---- - --- -----------------------------------%- ------- ---1 I • I 415' I _ I CHl1MLEY [5][TigilEE I SCALE 1'=50' I I I I I I I IN G MULE [2@&@ N TRI' ING - PLANZ NO&O i RSEN , I AN s I 1 I 1 I , I 1 I i I , 1 --- -- LIMITS OF STRIPE REMOVAL PL&ME M@&@ [P[MOP(MOEM y r ROL%[M SCALE 1'=50' I I I I I f 1 ------------------------- I I I I I I I I I I I I I I I L� --------------- - - - - -- ---- - --- -----------------------------------%- ------- ---1 I • I 415' I _ I CHl1MLEY [5][TigilEE I SCALE 1'=50' I I I I I I I IN G MULE [2@&@ N TRI' ING - PLANZ NO&O i RSEN , I AN s I 1 I 1 I , I 1 I i I , 1 --- -- LIMITS OF STRIPE REMOVAL PL&ME M@&@ [P[MOP(MOEM BUROPOmml a3 IPL&M� ROL%[M WORK TO BE PERFORMED BY CITY OF BAKERSFIELD TRAFFIC ENGINEERING DEPARTMENT. WIBLE PLAN Ri01A101 REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAK' RSFIELD CA 93301 ?3 m PLANZ ROAD OVERCRO STRIPING P LAN 11 APRIL 1991 S S ING DRAWN J. Lak OCHEI:F PROJWT ENGINEER D. BL.ATCHFGRD DESIGN ENGINEER A. L MOORE: CITY OF BAKERSFIELD c:5 CALIFORNIA OF d TRAFFIC ENGINEERING DEPARTMENT SHREWS -•-- DIRECTION OF TRAVEL 2' Max --o- TYPE P MARKER 200 200 400 700 TYPE R MARKER 200 TYPE R MARKER-� 200 TYPE P MARKER I f t v 700 1400 1400 14001 700 1400 1400 1400_ TEMPORARY RAILING (TYPE K) OR TEMPORARY END OF CONCRETE �fBARRIER DIRECTION OF TRAVEL ARRAY ' A' (APPROACH SPEED GREATER THAN 55 MPH) 2.5' Min DIRECTION OF TRAVEL mmm0► 2' Max I I, 700 1400 1 400 1400 Max 2.5" M i n 200 400 700 TEMPORARY RAILING (TYPE K) 700 1400 1400 1400 2.5' Min DIRECTION OF TRAVEL "'=NO" ARRAY ' B' (APPROACH SPEED GREATER THAN 55 MPH) DIRECTION OF TRAVEL mm=00- 2' Max 1 400 1 400 I Maxl 2.5' M i n 8700 1400 200 400 700 1400 1400 6' Max 700 1400 1400 1400 1' 2.5' Min Max DIRECTION OF TRAVEL ARRAY ' C' (APPROACH SPEED GREATER THAN 55 MPH) DIRECTION OF TRAVEL EDGE OF TRAVELED WAY 2' Max 9 r,' Min EDGE OF SHOULDER ARRAY ' F ' (APPROACH SPEED GREATER THAN 55 MPH AND RESTRICTED ROADWAY WIDTHS) .. DIRECTION OF TRAVEL TYPE P MARKER _ 700 - �- 2' Max TEMPORARY RAILING (TYPE K) 0700 D 1400 1400 (700D 1400 -- (1400) DIRECTION OF TRAVEL --0r- 2.5' Min ARRAY' D' (APPROACH SPEED 40 MPH OR LESS) DIRECTION OF TRAVEL ""Mp' -►� �.- 2' M a x 1400 1400 TYPE R �i0 MARKER-�_ 700 1400 1400 7Co 1400 1400 DIRECTION ()F TRAVEL m"mOm ' OBSTRUCTION ARRAY ' E' (APPROACH Sf EED 40 MPH OR LESS) (FOR SPEEDS GREATEIJ THAN 40 MPH USE ARRAY 'C') DIRECTION OF TRAVI=L 'Now" 4 ---- EDGE OF TRAVELED WAY-'/ TYPE P MARKER EDGE OF SHOULDER ' By cnecxea DESIGN � O • ,z3�ivO�le �/f7 ��/ ,PO f-iC_E !By _ Checked DETAILS !��� Jol�sot/ �/o.yi�1 ,aof/L.E --------_ B ------ ----- Checked QUANTITIES ;�EiC/ �, �0 POh/L� v1PORARY RAILING (TYPE XJ Imo--- 2' M a x --------- 2.5' Min ,.._--�---- 700 (1400 1400 1400 1400 1400 �MpO�ARY RA1�.1NG 200 400 T (-HYPE K� 35 MPH MAXIMUM ,15 MPH MAXIMUM 55 MPH MAXIMUM A13RAY "G*' (APPROACH SPEED LESS THAN E,5 MPH AND RESTRICTED ROADWAY WIDTHS) 3. PALLET POST MILES - C �— E�J'.T` TOTAL PROJECT N,� e -TS v1 Ker 99 21.6 6 1_ 16 R -G S'E ;-:D CIV L ENG,'CEP r HN B. POHLE 42793 PLANS APPROVAL DATE 3/31/92 L PLAN "r9ULES _---KUAUYYN T JUM- 14 `,r— ELEVATiC � 4.5 ' Iv ax CRASH CUSHION PALLET DETAIL I • C�/<31 ► INDICATES MODULE LOCATION AND WEIGHT OF SAND IN EACH MODULE. 2. ALL SAND WEIGHTS ARE NCM I NAL. 3• A SINGLE ROW OF MODULES SIMILAR TO Ti -AT SHOWN FOR ARRAY /F/ ANC ARRAY 'G/ SH/ALL. N07 3E USED IN LOCATIONS WHERE THERE WILL BE TRAFFIC ON BOTH S I DE'S OF THE TEMPORARY CRASd CUSHION ARRAY. EXISTING DIKE, CURB, WALL IDR BARRIER THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN. AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS l HE PROPERTY OF CH2V HILL AND IS NOT TO BE Q I® 1" USED, IN WHOLE OR IN PAR , FOI, ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORII".TIO' Or CH2M HILL THIS SHEET, ADJUST PROJECT MANAGER CH2M HILL, INC. SCALES ACCORDINGLY. a' y 1 E vU 50-252 21.6 .cMs. R T.'�5.1694TY M9 XM&N M22983.A1 PLANZ ROAD OVERCROSSING (WIDENING) TEMPORARY CRASH CUSHION, SAND FILLED K► F I N I A7 L( ZDATUM EL 330 I I REMOVE E X /� T \ MBGR PROS/L467 C11:?,4tiDE .48U7-ME�tJT / 11 1 --%— CL - ,OE/t_17- 2 EX /S T'/tiG M1A.1 C-L-E.4/2A/t/CE = /$s Nf/iV/MUM L cLE.Qi4�ti/cE �wiOE�c/� = f� � O"f �OI�ER EX/ST L xi/l/E �. TOP OF SCOPE EX/ST/NG NBGR 1190/4/7- OF ExisT M/A//MUM VER77c4L. C'G EARA /�/G E N as //f- g(O.a 1 EL 375. SO REMOVE ��— E X /ST//SIG / W MB GP, EX/ST//V /�EA10E NEIN LOCAT/ON OF EXISTING SIGN FNBT' 11 � 1,- C=��- ADDENDUM NO.4 aEA-/T _3 Modificotion5 B�tiT M/il/ I�E�T/CAL CLEQR.gil/cE �,�UTURE L EL V�47_10A. Sf ; Ew /Z C /5"2S" N a o 1 \ EX/ST/�C/G B•e%OCE S85 t3¢.3/ � �'wy S T�4 T/O/V L/NE /Z 5' SS o /5, 35.,E /3 _ �VEw .B,eiOGE 1 _ F?E•MOVE EX/ST/�/G COti/C B.4 fZR /E•g , C'L Er4 �2A�vcE� N BR/OCHE RAZ- //UG 14 A�/O O E CfC O IiE�2H.4itJ Ca REI�OCIjfw-E4�/S�TJG S/GN FNBT / TUi" O/= F/LL 1-11 i 1 RE�✓/OVE EX /S7-IAJG � � TOE OF F/LL ` 1U PieOV/OE Cf�A/N L /NK FE�IJCE � � �1 CO/eNER POST ,q IVO BRACE 0 � � ENO OF- i2/W FENCE. LOCA?E G'�1f1 /N L Aj,< RA//L SVG PE 7 .qT ALL Co�2.NS�25 � � J 0 (o 0 N 8 ��'W�OWOQ� 3 W ^W J m I �S JV)w(om, Q W E 5 •�BUTME/t./T S NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. EXls 7- -7<0'- 7<0'- O " DIST COUNTY VI Ker REGISTERED CIVIL ENGINEER CH2M HILL 3640 ROSIN COURT SACRAMENTO. CA. 65834 PLANS APPROVAL DATE POST MILES TOTAL PROJECT A77C-2 METAL BEAM GUARD RAILING SHEET NO. TOTAL SHEETS 21.6 A79 -A GUARD RAIL FLARES 8 16 GENERAL PLAN 1 PaOFEsstoti 4 O 130-3 BRIDGE DETAILS LOAD FACTOR DESIGN 130-5 BRIDGE DETAILS `l 136-10 UTILITY OPENING - T -BEAM �' D��1,,,st-.1 PROJECT MANAGER No. 0 W Ex P. / z/3�9? B 11-54 CONCRETE BARRIER TYPE 26 CIVIL F-10 CHAIN LINK FENCE ,, 11 Checked '�✓�u qTP By fiE.V �./ONit/.SO�c/ STANDARD PLAN SHEET NUMBER POST MILE QUANTITIES OF CA\.\foP B .0., I 23 = 10-3/ /Z O " /vEw e,e/pGE I 0E0, K CROWN/ 40�43/c,�I Cf lel/it/ L IAJ,< IAAG F-�.20.�/L. E REMO ✓E EX/S T/�C/G T y E 7 pE C'OAVC B,4RR/ERS I Bi/ -52 G/E'A I A \ - / ��a u— u u �Li .BR/OCL RA/L/il./GS 0 I I� �— REMOVE EX/ST//VCS T yin/C',4L SECT/O/l/ INDEX TO PLANS REMOVE" EX/S7-IAJG ,SHEET NO TITLE COiIICRETE BARB /ER ,4/l/O R E'er"/�//S,4' OECk 1 GENERAL PLAN EB /Bf �¢.SS 2 FOUNDATION PLAN EL _37 G5. 03 TEMP f?A/G/il/G �Ty��) 3 ABUTMENT DETAILS �— O u/e/ G STAGE 2 COti/STRUCT/Oti/ 4 BENT DETAILS /4 T�i✓!P R.GI/L/ G �T�i='E !S) 5 TYPICAL SECTION �� �ueliLrG S AGE / CONSTi`ZUCT/ON B//'3O 6 GIRDER LAYOUT / / 7 PRESTRESSED I GIRDERS 8 SLOPE PAVING DETAILS -FULL SLOPE ROUTE g 9 LOG OF TEST BORINGS 2"/BEEF' s/�vV INDEX TO STANDARD PLANS 1 li.4 S/OEW.4C.e F'PO� ENO CUT /�/ FX/ST/NG DATED JANUARY, 1988 OF QR/OGE TO MATCH 4EA457- P,9VEME+NT A10A SYMBOLS AND ABBREVIATIONS A62EX/ST/ti/G S/OEW,�1L,� DGE A77C C METAL BEAM GUARD RAILINGTION AND BACKFILL RI STANDARD HARDWARE Q ?EA,7O VE EX / S T/A./G CURB, /9 ti/,O 1:>191/EA4eAJT Q� A DEN UM NO 4. 0 0 dific tion 5 v Q � G'^'IK 0 J2r 1,,-->L/.q ZQ� ��z ' � fZOUTE 5.� EX/ST/�t./G STieI�CTvieE S,�-/OJ�//u I` - CO�t/CRE T � �qRR/ER TYPE 2� PREC�75T P-5 I G/�,oER T yam' ` 1 Q ( � � p� II q I N w �7 / /� /� / ,E I / /-C..H/vL /` c%�-« v. c.. (LETTER FOR SECTION, NUMBER FOR DETAIL) W ,Y4(� (�`�, � f/-'71 PL A/�V/ �J M22983.A1 � o W w\ Q o SEE M/SCELLA/VEOUS FOR GEiIJERAL ti/OTEs SEE P LA NZ ROAD OVER R I N Q J r�ZOAO Z7E T�1 /LS SHEET- .CO UiL/O�i T/O� / �L ,4 C OSS G O �� �� V A77C-2 METAL BEAM GUARD RAILING A77 -E CABLE ANCHOR ASSEMBLY (BREAKAWAY) TYF'E A) A�/O TYPE C'(WIDENING) A79 -A GUARD RAIL FLARES DESIGN OVERSIGHT SIGNOFF DATE A79 -B MISCELLANEOUS GUARD RAIL DETAILS GENERAL PLAN 1 B0-1 BRIDGE DETAILS By 130-3 BRIDGE DETAILS LOAD FACTOR DESIGN 130-5 BRIDGE DETAILS `l 136-10 UTILITY OPENING - T -BEAM �' D��1,,,st-.1 PROJECT MANAGER B11-30 TEMPORARY RAILING (TYPE K) 0 W 1311-52 CHAIN LINK RAILING TYPE 7 lU 0 B 11-54 CONCRETE BARRIER TYPE 26 V F-10 CHAIN LINK FENCE ,, 11 Checked '�✓�u LAYOUT By fiE.V �./ONit/.SO�c/ STANDARD PLAN SHEET NUMBER POST MILE QUANTITIES By �Aj ,JO/H/-/SON �i CheckedVD SPECIFICATIONS DETAIL NO. W 21.6 SECTION OR DETAIL DESIGNATION SECTION OR DETAIL TAKEN AND SHOWN ON SAME SHEET PROJECT N0. ` 1 Q ( � � p� II q I N w �7 / /� /� / ,E I / /-C..H/vL /` c%�-« v. c.. (LETTER FOR SECTION, NUMBER FOR DETAIL) W ,Y4(� (�`�, � f/-'71 PL A/�V/ �J M22983.A1 � o W w\ Q o SEE M/SCELLA/VEOUS FOR GEiIJERAL ti/OTEs SEE P LA NZ ROAD OVER R I N Q J r�ZOAO Z7E T�1 /LS SHEET- .CO UiL/O�i T/O� / �L ,4 C OSS G O �� �� V E2�G/eVJBGR �W000 PpST), CABGE,�NC�/O/e AssE/�J,BLY TYF'E A) A�/O TYPE C'(WIDENING) DESIGN OVERSIGHT SIGNOFF DATE GENERAL PLAN 1 DESIGN By Checked LOAD FACTOR DESIGN LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD. REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. ® CH2M HILL, INC. - �' D��1,,,st-.1 PROJECT MANAGER BRIDGE NO. I TY O F B A K E RS F I E L D CALIFORNIA ENGINEERING DIVISION ® 1 ... 9 sHSFrs BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 50-252 DETAILS By KE�t/ JOf-/N.SO�t/ ,, 11 Checked '�✓�u LAYOUT By fiE.V �./ONit/.SO�c/ Checked POST MILE QUANTITIES By �Aj ,JO/H/-/SON �i CheckedVD SPECIFICATIONS By r9n/S STR,9NOG,�If1 fZl� PLAN AND SPECS COMPARED ,10�1N 0�/LE 21.6 V 0 n� 0 V tv rn �^ ti� Q�'j Q� -'j �� `I o �o lal em -, W FINAL PAY QUANTITIES W� u ° t, Z4 /o A� �I BEAR/NG O� •4BL/TME/l/TS ,4ti0 \5 TO A-7--77 m BRIDGE REMOVAL (PORTION) - - - - - - - - - - - - - - - - - - - - - LUMP SUM EX/.57^/ti/G ti / / 0 0/'00 w 45VC J STRUCTURE EXCAVATION (BRIDGE) _ _ _ _ _ _ _ _ _ _-_ _ = 430 CY OEtiO ]-E _ �o STRUCTURE BACKFILL (BRIDGE) 300 CY .C"O.e ,cool-��vG L�9�ouT .47- 1'3e= -17\5 .3 141'-10 4, s EFE STRUCTURAL CONCRETE, BRIDGE - - - - -- - - - - - - - - - - - - 450 CY BEti/7'" 2, °/ V 0 n� 0 V tv rn �^ ti� Q�'j Q� -'j �� `I o �o lal em -, W FINAL PAY QUANTITIES W� u ° t, Z4 /o A� Li ORC. 'fB uT / -74 ¢4G. 78 a \N wwL.ot_ N VI I Ker 99 elf �' I , to , iL _N(3'NEER CH2M HILL 3840 ROSIN COURT SACRAMENTO, CA. 95834 '1 �.p7r 1 LZ BEti/T 2 0 EA/T 0 ziB,eG 4 8 uT 5 //•r�-82.95 /255-4.5 /3f64./z 1 i` BE /V 7-¢ 1 1 1 -,4 Tye ' 1N Lo NOTE: THE CONTRACTOR SHA L.VERIFY LL DEPT*NDE T DIMENSIONS IN THE FIELD BEFORE ORD RING �R F BRICATING ANY MATERIAL. POST MdLES7iT, rA�TOTAL PROJECT NolE.ET- 21.6 9 16 O / -, W FINAL PAY QUANTITIES ETES O BEAR/NG O� •4BL/TME/l/TS ,4ti0 \5 TO A-7--77 m BRIDGE REMOVAL (PORTION) - - - - - - - - - - - - - - - - - - - - - LUMP SUM EX/.57^/ti/G ti / / 0 0/'00 w 45VC J STRUCTURE EXCAVATION (BRIDGE) _ _ _ _ _ _ _ _ _ _-_ _ = 430 CY OEtiO ]-E _ �o STRUCTURE BACKFILL (BRIDGE) 300 CY .C"O.e ,cool-��vG L�9�ouT .47- 1'3e= -17\5 .3 141'-10 4, s EFE STRUCTURAL CONCRETE, BRIDGE - - - - -- - - - - - - - - - - - - 450 CY BEti/7'" 2, °/ '-40') - -- 0 EA 1 - 'i �I (� 45 VC � n FURNISH PRECAST, I 35 VC 'i � , �' (A5.5u/�IEO� PRESTRESSED CONCRETE GIRDERS 30 E GIRDERS (60'-70') -- -- 10 EA T/�E _t'OA_17T061Rff ,4�VlJ S/�OT �L �YAT/Oti/S OILY T///5 FURNISH PRECAST, PRESTRESSED CONCRET i ^ - ERECT PRECAST, PRESTRESSED CONCRETE GIRDERS = _ _ _ _ -- 20 EA LowOR- °By 74.71x` FE�7' THf1/�/ T/�'fIT USES FUe OES/Gti N. N BAR REINFORCING STEEL (BRIDGE) - - - 130,000 LBS ,qNO 0E7?9/L//VG Git/ TH/S �Ro✓QCT. J y. J 41 d, J Ex/STiiUG To�oG�/-1��/y wars coMPi� EO u.SitiG � Twp 0r C � 5 ,�,yOTOG,e.4METR/C METHOOs ,B�' �1��/RL P�oron�APPi�uG qj SRO c- L E SER✓/c�'S , 2J2� L�+2K/�/ SIVE, C�-O!i/S CFS. J�Gi2 V O < k (T I I QQAPPROXIMATE PAY QUANTITIES ?"o MATCH E= X/ST/�vG F-�C�T /NG . > > J o N� - - - - - - - - - 260 LF GENERAL, NOTES d' O Q 0 ; N TEMPORARY RAILING (TYPE Kj - - - - - - - - - - - - - - - - Q v m m v) O - - - - - - - 485 LF LOAD FACTOR DESIGN � � m Q �� O � REMOVE CHAIN LINK FENCE � - - - - - - - - - - 485 LF m (� � v Q J J 0 '� v O (� REMOVE CONCRETE BARRIER - - - - - - - - - - - - - DESIGN: BRIDGE DESIGN SPECIFICATIONS y�, J W W (b W `- V 24 %� 11j _ 45VC Q REMOVE BRIDGE RAILING - - - - - - - - - - - - - - - - - - - -- 485 LF � 35 VC ` f �-� J - - - - - - - - - - - - - - - - - - (1983 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) W OD% llJ DRILL AND BOND DOWEL - 170 LF f. 2¢ °�� \ g<o ol° C1 V - o REFINISH BRIDGE DECK - - - - - - - - - - - - - - - - - - - - -- 220 SF DEAD LOAD: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE. 5 ' � 35 Q VC � 00 4 5' VC V � � � � � � � �/ME p� SLOPE PAVING (CONCRETE)---- _ __- _ - - - - - - _ 480 LF LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD. e (9 ti CHAIN LINK RAILING TYPE 7 _ _ REINFORCED CONCRETE: fy = 60,000 psi 0n483 LF n CONCRETE BARRIER TYPE (TYPE 26) _ _ _ _ _ - _ _ _ _ _ - - -_ f'c = 3,250 psi I. ;MISCELLANEOUS METAL (BRIDGE) 200 LBS n = 10 J \ J �) m m TRANSVERSE DECK SLAB (WORKING STRESS DESIGN) W �, fs = 20,000 psi fc = 1,200 psi n = 10 ��0�/ / � _ �� �lt,� � � /A �G SERVICE LOADS FOOTING PRESSURE (TONS PER SQ.FT.) / (_ O K ' �!G LOCATION ALLOWABLE DESIGN NTS ABUTMENTS 3.5 2.0 •- PPO_f=CT NO - ,c./OS 1.9 R E F'O R /VE tom/ c e_1R eBENTS 6 M 2 2 9 8 3 .A 1 Gc/TT�R �9o✓�cEti/T 7'O ti/Ew S/oEw�c.K �9S .0 a.0 _ — ��-/a�2ft �- /�L- � �/ 5 �/E' E' T S-7-RUC7-URAL co,vc,e�-T B�e�o�� PLANZ ROAD OVERCROSSING F/7= PC/PS -r Gl/�O(WIDENING) R { yy Checked r C E i N eErA. 0 E= R, w Checked �l E TAILS KEN JDf-!/VSO/V p�/ -- By Checked ic/ .JOitl�C7it1 7-E T LIA41T5 D/A G R A /" REUSE OF DOCU14ENTS f A- �THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-BAR IS ONE INCH ON IN PORATED HEREIN. AS AN INSTRUMENT OF PROFESSIONALORIGINAL DRAWING. SERVICE. IS --HE PROPERTY OF CH2M HILI- AND IS NOT TO BE USED. IN WHOLE OR IN PARI FOR ANY OTHER PROJECT IF NOT ONE INCH ON ff��'f WITHOUT THE WRITTEN AUTHORISATION OF CH2M HILL. THIS SHEET, ADJUST Lc'CH2M HILL, INC. SCALES ACCORDINGLY. PROJECT MANAGER BRIDGE NC, v— ,50-252 POST MIL t_ _- 21.6 FOUNDATION PLAN # ` ` OF AK',ERSFIELE1 CALIFORNIA .NGiNEERING DIVISION . a POST MILES SHEET TOTAL GIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS •eE/N� SES' ,B// -S ZG VI Ker 99 21.6 10 16 TOT 4� ,y00K /NTO ?�oFEssi Oa W�RGUTTER PFN TO REGISTERED CIVIL ENGINEER COI/CR�'TEAT BS /9X/O EB CH2M HILL TOT2GA 4< G, 3840 ROSIN COURT SACRAMENTO, CA. A6R34 '#4 CONT I PLANS APPROVAL DATE 1 �`4 12 n TOT 3 Exp. iZ l3/ 92 m 0"41, x 2,8UTiL/ry CIVIL O OF C A�-� �--------------� �+'` TOT 2 rF Foy � 4 1 1 S TOT Z , // TOT 2 l0000T r-7- - - - - - L L-L.._j LL .j �1 J L..L..J 1 BRG �TBUT S -.. _ _ _.. 1q, Ile �X /ST 0 STS! T/O/V L /NE 1 1Qw /2 " GAO UTE/O 1 #0 0 TOTAL 4 EL E �f—TION EOGE of S � I R& rA//Vin/G WALL FTG //C SRG ,q OUT / — — — — — — --, 1 /VOTE ,48C1T"MCS 17- / SHO�Ni(/� ABUTMC-tiT' S (w a, - 1 � 11 11 2EM0 ✓� TO/.3 � �o"OF" — 1 1 -- — 1 1 , EX/ST/�t/G RE' T.-=41A1//tJ0 ` v8� - 1 sic 1 1 w�►�L5 /z=o" --- -- - 1 OCCav G--- - -- -- Ajz � I � EL E V,Q T/O/V 8 00TTOM OF WALL CAST on/ F -- 1IQU77/+ EN7- EX/ST RET,q/N/n/G WALL 2 O FOOT/NG 7iQQit/5 ✓FRSE BO - S �o / 1 RS UTME /�/ T TO G/ROE,e'S 1 1 1 ABUT/�lE�/?' F'AG'S - A�/O 5'PACE N0�2/�JF7L. EL 37Z. / 7 TO BR/LXaE —�--- 1 - 1 1 � l>, E'C 370.58#g /O'/ TOT 8 ` BETWEEit/ G/R.OERS I BE TYVEEti/ G/BOERS !- 8 TOT 2 ► ° ,Bo -3 �EACH G/R rJER 4 6 TOT 4 EG 37/. Cog SSC%�O/LI Q �� �_9 . U,VOER ER G/,eOER ! Z = O •• I © 3/8'x- /'-O " f e 4 (V 12 " A5,C-7 /E EiI/ q6st I /�2" EXP�IVOEON. z/// 4 T/� S @ /2 l�E� T `(//OT/-/ �` ELE l�•qT/O�/� TOT,�tL. .9 Poc.ys7-yieEivE /z- X22 -O " /Z.,X G"x /-moo o x}4 Ca-) /0" TOT J , Tyic'1C�4L SLOPE PAV/NG - N 2- 04, TOT /o ,�U� L SGOF�E �o ,� EL 3-72.92 C c>it/STi4?UCT/Oti 1AO1111T ® ® - - 17 r/L/OT S'f-/O INit4 TU�4 V i TYP�c'Q L #G TOT 2 14=>L 14 / V W/NGWAL L E'L E V,47_10 l/- G/ROER ,cl BU 7 E/`/ T SECT PROJECT N0. M22983.A 1 ADDENDUM NO 2 PLANZ ROAD OVERCROSSING NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN (WIDENING) THE FIELD BEFORE ORDERING OR FABRICATI1j�G ANY MATERIAL. ABUTMENT DETAILS ` l By Checked REUSE OF DOCUMENTS �.�. BRIDGE NO. DESIGN o.aE/"/zDe 2 VP--.- CITY OF BAKERSFIELD 03 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON 50-252 PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. DETAILS Checkedof- n SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 0 1" (` / POST MILECALIFORNIA of U USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON �" V - ��/k �,( Checked �f WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST PROJECT MANAGER ENGINEERING DIVISION. 9 QUANTITIES 1��A_l `/Qf�iL/��� W`r' - 2 1 .6 ©CH2M HILL, INC. SCALES ACCORDINGLY. SHEETS p c I'-/ I -I-- /J T I /. lzw I7 F-, N 2�5/ 74q// /l../EYV B R /LEGE ZE7X 1,!57- PL .4 AJZ / O,4 0 7 'r�l' BENT CAP LAYOUT LF I EL E IIA T/O/`/ 0.3/¢ •/ G/BOER CCO/,/ C 6/14 AD 8E /v T 2 Z- T 373.55 573.67 373.78 373.90 378.0/ Eti/T 2 /TF 373.56 373.ro8 373.73 373.9/ / �— � -- ----/ I 373.96 L-------/ 374./8 B E/VT 3 ,R7- 1. 1 1 � I + � I BENT 4 LT 73.90 .37,04? 374./3 ,374.z4 / I 373.5/ I -37¢1/4 .374.05 7¢•37 F-, N 2�5/ 74q// /l../EYV B R /LEGE ZE7X 1,!57- PL .4 AJZ / O,4 0 7 'r�l' BENT CAP LAYOUT LF I EL E IIA T/O/`/ 0.3/¢ •/ G/BOER CCO/,/ C 6/14 AD 8E /v T 2 Z- T 373.55 573.67 373.78 373.90 378.0/ Eti/T 2 /TF 373.56 373.ro8 373.73 373.9/ ,374.02 BENT 3 GT 573-73 373.84 373.96 3740 7 374./8 B E/VT 3 ,R7- 3 73. 74 373.,65 373-97 3 74.08 3 x. /9 BENT 4 LT 73.90 .37,04? 374./3 ,374.z4 .374.31G BE/t/7- 19 RT 373.5/ 374-.03 -37¢1/4 .374.05 7¢•37 BE�I/T ° 3/' 00 " w BE�7,Q/NG f�i�1O, T Y10 POLY5TyA-,En/E , w TYI0 7 -OV --� TOT 2 41 7- 0F C)F C/4p, EA .I .t DIST COUNTY ROUTE VI Ker 99 REGISTERED CIVIL ENGINEER CH2M HILL 3040 ROSIN COURT SACRAMENTO. CA. 66834 PLANS APPROVAL DATE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 21,6 11 16 PROFESSto4, C 4 � Fti 2 No. !/S 7/ 7D Exp. CIVIL tpT F OF C AN-\� O��\P #5 /2" BETwEc—/v coL c�r�%us #6 /2 /, TOT 4 r4 T COL- UMNS ,9 TOT Q AT (7OT 20 EA CAPLACE ,5� �,4.4RL L E L. 70 Co4 /D C'0/C/ T TOT 8 �4 EA S/OE� TO G/f?OERS \�'- (0/2 " f�L .c1 CE ��TY/� P•4R�L L EL TO G/R�ERS \ #/D COit/ T TOT J :1�2; 3,r EXT G/fZOER 3' /"7- TOT NTTOT 2 EA G/RDER D /MENS/ON 7 T QRG gAAD � G/BOER /�/TE�PSECT/per/ CA 5EC7-/O/N/ TIQ/4A.10VERSE a" ,3" Tie�l�/SI�EF�SE BO -5 O ECK f:?E M/2 TOT � -"//O TOT /g S7 -0P D/STR/BUT/ON RE'/NF #,5 /2" TOT 7 BE Tvl/EE R./ G/ROE=� S BETwEE�/ RO RS �4 CONT TUT 4 iv E:L B48.O �`5 C �T /,UTE�es�c7-rO�v O� E,,qC/-1 BAR X1 TDF' L..�I YEfZ E�CCEPT =R COL UMiVS 76 EACf� • 8 J TOT /7 E,acti wA y C',4 1-�D SE CT1O/\/ 4'C 1---1 TOT /2 E,Qc%� wiry 0// TOT /4 S�'G /CCS ,"E,e^-7/ TT'EO C -s SEE ".ELEY�TT/O�%/ �'OR S�.4C/Nia BOOKS COLUMN SECT/ON M22983.A 1 ,74 LANZ ROAD OVERCROSSING _ i UO 7 -//VG L Q 7 OU T NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN (WIDENING) THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. BENT DETAILS BY Checked REUSE OF DOCUMENTS � � BRIDGE NO. DESIGN � . SEi�./OEf� ®® THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-rBAR IS ONE INCH ON 50-252 CITY Q� F B A K E RS F I E L D o 4 PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALIGINAL DRAWING. DETAILS I Byf4; ■ EX/ST/NG ,5A /O �E f=/40/'/L E GR AOE T Yi�'E 7 c0/UCRE TE BQRR/Eft T z� REMOliE EX/ST CO/VC 8�4RR/Ei AA/O B/?AOGE /NG /7�- 95l" 7ro'- 0'/ I Opt 2_! /4 f, o„ EX/sTi/,_AG STAT/OA./ L //VE e NEW ,BR /pGE 32.0 CLOSCJ.�E �OU.4, SEE 7- Yi�E 2C EX/ST/Iva 40EC/< I REM01/E' EX/�T/il/G CO/�/CRE7-E BARB /EFS �1 /l/,O DECK O I�E•`� N�I,C/G / �? /o Li Ll /Co -4 DUCTS EX/,ST//VG EX 7 -ER / ©F2 G/Rl�ER 1:t5T4 GE / CO/l/S 77R UC 77/O/l/ //EASURE=-o 47- 1 aEErR /A_/G OF AL.L_ SUF-'f�ORTS /l/EW 5R/,0CE 1 ?-='�//RRA=> Y /L /it/G CT Yibe A<) 111'j - -- 1� H LJ u Ll GfRO L.J T /N 3/�'" O /q SFE C /�{ L /�iq 0 ✓/Si0/�/S #4 �N �O✓BELS 6W /8 " GROC/T /A/-3,�"O/R X S ST,4GE 2 CONSTRUC T10AJ DIST COUNTY ROUTE VI Ker 99 REGISTERED CIVIL ENGINEER CH2M HILL 3840 ROSIN COURT SACRAMENTO, CA. 95834 PLANS APPROVAL DATE T yi`�E 7 BO -S I F \ I #4 CCAJ7- TOTAL 2 T YF'/CAL V N AT Z5E.V7-5 �C aV ""5 TOTAL 4q I I j' EAc ti c3�, y AXEw OR/oG,!E-: A -71A,/ L. ,1qP SI -9W CUAk A& M6 A16 T • REMOVE OF vn/CRETE, AND REFINISH L BRIDGE DECK ADDENDUM NO 4L � Modication 6 On/ G11:;?47ER L-IgYOUT SF�,E:ET ti/OTE' ' .�'O� META/LS Ati/L7 f�E"/N� Nd 7-• S�OWi�./ SE'E SECT/O /lJ A,BO VE'. POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 21.6 12 16 ID PµOFESS/04,4< r � No. 11,571 Exp. /Z zo/ z CIVIL OF C #4 CONT Z_,,:::7/` AT 0Eti/TS AmuTii/IENT T/ PIC* L SECT/O!,/5 -0¢ COAJT OVER G/14P,DEIc,5, 7- Y/0 8X 30 -O TOT 27 8 X 30' O " TOT�rL. 27 ! - o 444 6? /8 7 �- e�/VT ,3 ' 8 X ¢o o " sF'�4ti/ ,3 #3 x ¢O'- D" 7-OTAz 27 �E/l/TS Z 4 TOTAL. 27 -- -- - -- -- - - - PART SECTIOAJO 0� J Q v , NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN a THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. I� � PROJECT N0. M22983. 1 a o� ��� ,Ty PLANZ ROAD OVERCROSSING 20 - 0 20 - o eo-o z0 -o (WIDENING) TDF' SL.45 /a�E IAIF 'ORCEA/IEAJ T TYPICAL SECTION DESIGN I Bim. Checked REUSE OF DOCUMENTS BRIDGE NO. THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-71FNOT S ONE INCH ON CITY O F B A K E RS F I E L D By PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALNAL DRAWING. 50-252 5 DETAILS I KEN v�HNSO/�/ CheckedPA D SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 1" POST MILE, I/ USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT ONE INCH ON �' V, ,�jLti�CALIFORNIA NOFBy Checked WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. SHEET, ADJUSTQUANTITIES PROJECT MANAGER 21 6 ENGINEERING DIVISION. 9 ©CH2M HILL, INC. ES ACCORDINGLY. SHEETS h 154CK1=14CE' Off' A-1 7- S�4 VE EX/ST/A-/G CO/�/CRE T'E /4 L N . ¢" DUCTS TO?RL /Ca, //f46.78 e BRG PATO BEiIJT 2 //f 82.5 1 ,BRG �Ro spA/vs i e 4 EX/5'T/il./G STAT/O�t/ L/it/E slow /2015'26// TyP BEiVT 3 G/RDER LAYOUT /"/=/O" — IZ /3.eG '- 4" DIA DUCT (PAC BELL) TOTAL 16 470 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS UT'/L/TY OPEN/ti./G .4T ��E off" �x/S?//L/G OECf� VI Ker 99 21.6 13 16 I F,ROFESS/ON REGISTERED CIVIL ENGINEER �,ID qC CH2M HILL 3840 ROSIN COURT �� SACRAMENTO, CA. 96834 GC No 00 00 Q PLANS APPROVAL DATEVExp- /8 xp O O 'nn' '' O O `V CIVIL if'] -- - - -- - -- OF C I 2 ! 8�' VIE w �,� 5� BE'ti7-' g /3tZ7. �5 L3X3X'/ =>,4 V/il/G il/07 EX/z57'wl� r -DC -CK I. -- - - - - - - l 1 ,OE 7-t4 / L L 2 x 2 x %4 x ---38111j LONG L 3%2X 3 X8" DRILLED HOLE FOR 2" LONG X %" DIA SST BOLT W/HEX HEAD SST LOCK WASHER AND SST LOCKNUT , TYPICAL 1"X 412" SCHEDULE 40 PVC TUBING PL !12X 2 X 21-4'14" TYPICAL 1 "X'/ " LONG SCHEDULE 40 PVC TUBING L3X3X'/ 0,- q� Pc/,mss Z G/g OER L 3!12X 3 X'14" X 0'-6" LONG (3,!12" LEG IS BOLTED TO BRIDGE) 8" DIA STAINLESS STEEL ROD (TYPE 316) W/THREADED ENDS ✓'n6 DIAGONAL BRACE- AjC>ToE:.- / 1,aA/G R ti/��.�1 C' E C7" S. CO.vT.2'Iq C ToA� SN�i L CocaF�Oiiv�9TE W/TH F'RC,BELL F'OR /�L.•�I CEMEN T. 1%" 2 C> G PROJECT NO. S�A� SQA HANGER DETAIL M22983.A 1 / /,_o., PLANZ ROAD OVERCROSSING G /RDER SE'Q T L. ,q yov T NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN (WIDENING) THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. GIRDER LAYOUT IBy Checked J� REUSE OF DOCUMENTS �. BRIDGE NO. DESIGN I O• ,civ'oE,g p'"`• THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE71N CITY O F B A K E RS F 1 E L D PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL D 50-252 6 JDETAILS I Keil/ JO�'.vSO/v By Checke USED,SERVIN IS OR ENP RT, FOR ANY OTHRTY OF CH2M HILL AND IS NOT ER PROJOBE ECT 0 �.POST MILECALI '�ORNIA OF ey Checked NCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. TH S S OET• ENGINEERING DIVISION 9 QUANTITIES I �C'�/ 101-41,4sp� PROJECT MANAGER 21.6iii "HEE1-©CH2M HILL, INC. SCALES AC Smo/I space permitted Within group . s— CLEARANCES FOR PRETENSIONED STRANDS f Strands may be bund/ed in groups consisting of 3 vertical/y and 2 1?or1zonto11y, and separated Cl the ends 2 The min distance IS //between groups or indi viduol strands is 1%21' for 3/8 strands, A.4 for 7/6 strands and 2 for %2 strands „, 2 - end -end c End of girder — 29 4.0;� notched end only f - 3j4 depth J) 2 -. #5 � of girder 2!0 DE TA /L E `4 (;21 ?11 D 4'-0 "min . End may be sloped Girder end block as required. 3,X3 # ///keys (; /2" ctrs f -See "Detail E- J -0" 3-O" 4�O"' � 3 S /s measured between centers of adjacent strands NOTCHED END 4 Approval of the Engineer Is required for dev/at/On -Girder symmetrical about span 4 2 -*6 4'0 '14 - X 4,0 tot 6 *4 got 4 at end AL* *5 x � 6 *4 �°' 6 *4 \ (/2 8 spaces 4 !0 " 3-'0" A ► J For blockout If required for restroIner units see // Restrainer Unit Ty,oe 5 -Precast Girders sheet "4 cont *4,r 1'4" # 12 ' 5 with 14 •' rcrosstles 9 max cont SECTION A - A i P = Working Concrete Strength Deflection Girder location or �I at �Z Spon Comber , f , designation 1-7 _ due to CIP Poth of center of gravity of prestressing Dimension Construction joint between girder , steel to approximate o porabo/a Tolerance = 2" and deck slob . There Sha/I be o min of 2 hold do wns ,within , he .span 8 jr 4�0" thru /%2"m hole GI each end. 4 L #21 / " X /-'0 `" bolt required for _. I "L " = exterior girder. See "InsertAssembly Detcd EL E VA TION `4 cont. *41 A(4-0" tot 6 *5U or U with *4 r, oro ss ti es @ 9 max 9"max see "Deta/ 5 SEC T/ ON B - B 2314 m1n 40--/ 4 bolt X 3 " l "min _/ "min I l"0X12"boll (I- y� / "malleable iron or steel hex nut INSERT ASSEMBLY DETAIL X 1'4 "(� 21 - *4 cont "3 cont. .1 ft) 6" 6" \\�2 <o • 4 4 or 1-7 SEC TION C - C 8 X 4'- O " dowels placed through l% "� holes formed In girder, when diophrcm is continuous. Holes need -'06 , tot 2 4 cont. *4' x 4-0 *9 See Detail "E " -*5'�J SECTION D- D not be grouted. E DESIGN By Checked �01! DETAILS I�'/L/ JONNsoN Checked QUANTITIES By��! J�y��O� J Checked DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS VI Ker 99 21.6 14 16 PRoFESstoa REGISTERED `,CIVIL ENGINEE CH2M HILL.. a ti 3440 ROSIA COURT SACRAMENTO, CA. 65834 a �M PLANS APPROVAL DATE ,21311512 Exp. _ CIVIL ATF OF CA0FOF� PRESTRESSING NO TES Working Force The force required of cenfer of Spon after all losses. Concrete Strenqth is at Mn6 of initial stressing, fc is at 28 days, psi . Comber Girder soffit Is to be cost porabO11C with volae shown as ordinate at C Spon . Screed line elevations for deck concrete will be determined by the Engineer . Contractor may interpolate 'P"and 'X" values between limits shown , os approved by the Engineer. NO TE Details shown are for Pretensioned Girders. The Contractor may submit details for Post tensioning which shall be subject to the approval of the Engineer. Girder P = Working Concrete Strength Deflection Girder location or force in at �Z Spon Comber , f , designation 1-7 _ -'06 , tot 2 4 cont. *4' x 4-0 *9 See Detail "E " -*5'�J SECTION D- D not be grouted. E DESIGN By Checked �01! DETAILS I�'/L/ JONNsoN Checked QUANTITIES By��! J�y��O� J Checked DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS VI Ker 99 21.6 14 16 PRoFESstoa REGISTERED `,CIVIL ENGINEE CH2M HILL.. a ti 3440 ROSIA COURT SACRAMENTO, CA. 65834 a �M PLANS APPROVAL DATE ,21311512 Exp. _ CIVIL ATF OF CA0FOF� PRESTRESSING NO TES Working Force The force required of cenfer of Spon after all losses. Concrete Strenqth is at Mn6 of initial stressing, fc is at 28 days, psi . Comber Girder soffit Is to be cost porabO11C with volae shown as ordinate at C Spon . Screed line elevations for deck concrete will be determined by the Engineer . Contractor may interpolate 'P"and 'X" values between limits shown , os approved by the Engineer. NO TE Details shown are for Pretensioned Girders. The Contractor may submit details for Post tensioning which shall be subject to the approval of the Engineer. Girder P = Working Concrete Strength Deflection Girder location or force in at �Z Spon Comber , f , designation ,X„ Kips.f due to CIP Span and lngth C/ C Slob SP4'�s, - 170 41000 47cco �8 � 0 L = 35 - / 4" /80 4600 0 ,00nS 2 3 = 69'-,3" 5„ - sgo 4000 _ ---- 4800 — — G" 1 560 5100 O l "f X l2" bolts with insert assemblies when diaphragms are discontinuous. Bolt required for exterior girders. See "Insert Assembly Detail " IN TERMED/A TE D/A PHRA GM /Vote .• .4// girders to .be fabricated with end ,blocks at both ends. Air er?clo supported of ,bents shall he notched: No/es, inser'fs ond nofches to be ,ocyrcy//e/ to benfs. #6 between #8 dowel #` 1-0012 SEC TION E - E NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-rBAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALIGINAL DRAWING. 1� SERVICE, IS THE PROPERTY OF ,CH2M FOR HILL AND E NOT J BE Jyj �• � �� USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON � WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST ©CH2M HILL, INC. SCALES ACCORDINGLY. PROJECT MANAGER BRIDGE WO. 50-252 POST MILE 21.6 4 tot 2 between birders -'"6 between girders 13 PROJECT NO. M22983.A 1 PLANZ ROAD OVERCROSSING (WIDENING) PRESTRESSED I GIRDERS � 11 CITY OF BAKERSFI ELD 0 CALIFORNIA ENGINEERING DIVISION 9 SHEETS it '��`� ' `� 1_ ��' �OU�" I T I NG BRACKET ,,\SSS �',�'BL rZ�r i l � 1 DETAIL A PLATE WASHER f nr 1 , 1 � 1 • ' � I , �: h iJ r- -T ALT ERNAT A%Pl---- BOLT .7 ADDENDUM NO 4 - ENTIRE PAGE Modification 7 i ITP. TT lel-- .,T I E r 74 I i I , i �ll-Ill ���_�/�� ��t�T-f=��`,� C: L 1 d C 1, F J pok"`_ KENT �,(1(,PTL '1 -, ', ^ inn i; ONE Iricit �'i 'Hll\1 -- - - - - THIS Dn 1 )HI HJT III IrI n^ A!J(1 [ • uJC qir {•y+t-�C�1YE '..- +r �Fr ir'� l N f j,Ji-{N PO E �` c VI I T. �O�l i; X11 T� f - - ��— -� - - — Vv�,n F 14 I": r AC�i 1� �, O E T,.0 n I>Wn !f-rT IF NOT ONE INr't+ ON aJANT1TIF'z IC IV w.FD WITHnUT TNF N:• TT N -,,-,;, ; A' 1CN C14A' �, 11 THI c'FET, ADAJST nn .. rr •��r.nr, �. �-.� v f1r� ' n--;! 11 ,', f i] � r /i ��• j( ,l,'(� J:, r, � t,� �, {�C� , I .-�.� T i �� , rl - - - -�` it '��`� ' `� 1_ ��' �OU�" I T I NG BRACKET ,,\SSS �',�'BL rZ�r i l � 1 DETAIL A PLATE WASHER f nr 1 , 1 � 1 • ' � I , �: h iJ r- -T ALT ERNAT A%Pl---- BOLT .7 ADDENDUM NO 4 - ENTIRE PAGE Modification 7 i ITP. TT lel-- .,T I E r 74 I i I , i �ll-Ill ���_�/�� ��t�T-f=��`,� C: L 1 d C 1, F iANDARLD Pl_'D. �r)c t'�-,- E'nt l0 laceo ur,.; a y „ 3rn an(7,!e. �•,tI;7,j,r iii rir�r; % r P!_AN�7 ROAD OVERCRCS ,�''Z iG (WD;-NiNG) RRIC�GF [\A 'NTED SIGN C I TY L> r BA `_ R S F I E i-_ 1 (cel i F77777 -n> < UA,lk i ENS INFER ING J pok"`_ KENT �,(1(,PTL '1 -, ', ^ inn i; ONE Iricit �'i 'Hll\1 -- - - - - THIS Dn 1 )HI HJT III IrI n^ A!J(1 [ • uJC qir {•y+t-�C�1YE '..- +r �Fr ir'� l N f j,Ji-{N PO E �` c VI I T. �O�l i; X11 T� f - - ��— -� - - — Vv�,n F 14 I": r AC�i 1� �, O E T,.0 n I>Wn !f-rT IF NOT ONE INr't+ ON aJANT1TIF'z IC IV w.FD WITHnUT TNF N:• TT N -,,-,;, ; A' 1CN C14A' �, 11 THI c'FET, ADAJST nn .. rr •��r.nr, �. �-.� v iANDARLD Pl_'D. �r)c t'�-,- E'nt l0 laceo ur,.; a y „ 3rn an(7,!e. �•,tI;7,j,r iii rir�r; % r P!_AN�7 ROAD OVERCRCS ,�''Z iG (WD;-NiNG) RRIC�GF [\A 'NTED SIGN C I TY L> r BA `_ R S F I E i-_ 1 (cel i F77777 -n> < UA,lk i ENS INFER ING 3 Cc' /2 p 1 11 it V -O 5CCkfi/l abutmont to grading Slope rounding plane prior to placing slope pavingI'0 fo 5109 i For ditch dimensions ! see "Road Plans I #30 X12 A. n . WITH DITCH 0 Top of rolled edge 2 = 0'/ `s O,/ 9 31/ ►t = 2Edger finish�"k�4—R= 6 6 O _ 1.4 1. -` /06X6-W/AX W1� welded wire fabric Top of rolled edge Y1WING WA L L EL E VA TION IWCtch roadway side slope . 10 Top of rolled / edge ,I # A.0 3 �9 12 / 7' f / J fat. 4 I Formed edge *3 cont. Finish ground /fiv /21 � Face of abutment 6// 2"expanded polystyrene 6x6-W1.4xW1.4 welded wire fabric T YPI CA L SEC TIONI - CONCRE TE PA VING n SEC TION A -A ,,--- Edge of dec/t _ v Ori re /2 Premolded -R=12 exp. joint filler (Formed -*-- Outside face of WW This dimension becomes zero when edge edge of deck is at outside face of W. W / Ft. thick cut- SECTION B -B off wall at - end of W. W. 8,/ corrugated steel pipe (0.064 r thick) dcwndraln 6 minimc;'m Couplers shown on cover Standard Plan D 97. i TYPICAL - NO CURB r 11nH/iit Permeable material 8"perforated steel pipe / (0.064" thick) underdrain i behind abutment. Connect to downdrain as shown on limits of Slope Paving 8 Drainage layout . --8" CSP downdrain T YP/CAC- - DRAIN CONNECT/ON Top of rolled edge -8 il CSP / downdrain 2// 66,1 00 Watertight points TYPICAL WITH SIDEWALK BY DESIGN O.� By , l DETAILS i GAJ .16lTA)--5C� )) QUANTITIES By 8" CSP downdrain Watertight joints — — - 0.06411 go/v. corrugated steel or 0.109 smooth ga/v. steel. TYPICAL - WITH CURB .DRAINAGE DF irAIL S Note: Drainage Details care only applicable when ' o - 3 _ 3-5 is indicated on detail sheets. PREFORMED GROOVE Top of rr',lled edge Edger finish DIST '.0UNT's' I ROUTE VI Ker i 99 REGI STt REO CIVIL. ENGINEER CH2M FILL 3840 ROSIN COURT SACRAMENTO, CA. 95834 PLANS APPROVAL DATE POST MILES SrIEET T07AL TOTAL PROJECT NO. SHI:E:TS 21.6 15 16 a� JOHN B. POHLE ?� No. _ _— 42793 _ I Exp.. 3131/92 — CIVIL OF 9 D� ��oles i,'ot end �vh�;r� is in o', o. id `,ail sheet;. -rro0 ve.." by th s: I9vide t7 its of ? th! s I° tcll / / 1 u / A17 1L/ 4/17 p l.' I id "" v " 1W v s v1v v -- • — • - PII!,00"TORIAL_ VIS E" _O '_T)1P1CAL /i ,00'T,ALLATION -- ADDENDUM NO2 L I1 CJI T S OF SLOPE- PAVIAIG, 8 DRA INA GE NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN TH9 FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. Checked 1 P THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-rBARIS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALINAL DRAWINGChecked n 1 SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHO'. -E OR IN PART, FOR ANY OTHER Pa3OJECT 1" IF NOT ONE INCH ON �• .(/V► ��� Checked 1 � WITHOUT THE WRITTEN AUTHCRIZATION OF CH2VI HILL THIS SHEET, ADJUST PROJECT MANAGER WM ©CH2M HILL, INC. SCALES ACCORDINGLY."Curd' BRIDGE NO. Z -A / 6)U';r rm�' IDJEC1 NCI. 22983.A1 PLANZ ROAD OVERCROSSING (WIDENING) SLOPE PAVING DETAILS—FULL SLOPE 50-252 CITY I O i K liMS F I E L D MLI "C 8 POST MILE C L I 11 N I A of 21.6 ENGINEERING DIVISION �9 S U, TS d, - fly .. LEGEND OF 11m] ei 97n cn11 rl ARAIFI(%ATION EARTH MATERIALS MATERIAL SYMBOLS Gravel Pt ON CH MH OL ^CL ML SC� SM SP i SW GC I GM GP GW Stiff 21-35 Compact Very stiff Sonds with fines Clean sands Grovels with fines Clean grovels Very dense Highly Silts and clays Silts and clays >12%fines <5%fines >12%fines <5%fines Sands -more than 50% of coarse Gravels- more than 50%of coarse organic Liquid limit greater than 50 Liquid limit less than 50 soils traction is smaller than N4 4 sieve. fraction is larger than N44 sieve. Fine grained soils (More than 50 % is smaller than N4 200 sieve) Coarse grained soils ( More than 50% is larger than Ng 200 sieve) MATERIALS MATERIAL SYMBOLS Gravel N NPeat or Iry organic matter FOR SOILS = Sand Fill material Granular Cohesive Silt Very loose fmShole 6-10 Loose LABORATORY CLASSIFICATION CRITERIA P GW and SW- Cu-. � greater than 4 for G W a 6 for SW; C = (0 ) between 18 3. "' �, p c DIC x 0� 0 Clay Sandstone DID GP and SP- Clean gravel or sand not meeting requirements for GW and SW.�}` Sandy clay or GMond SM-Atterberg limits below"A line or P. 1. less than 4. Itl�w�i�9 Clayey SOnd Limestone GC and SC-Atterberg limits above "A' tine with P. 1. greater than 7. g% : Sandy silt or Metamorphic Fines (sift or clay) Fine Medium Cour Fine Course Cobbles Boulders ��• sand sand sand rove! ravel silty sand rock Sieve sizes g 2" M �� Silty clay or Igneous rock --- _ �_ _._ _ _. -...- .... •�:.. -tie.♦ :e %—&A nn tis1A inxn►rtinn and clayey Silt IN LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. CONSISTENCY CLASSIFICATION COUNTY ROUTE FOR SOILS According to the Standard Penetration Test N2 of blows Granular Cohesive 0-5 Very loose Very soft 6-10 Loose Soft 11 -20 Semicompact Stiff 21-35 Compact Very stiff 36-70 Dense Hord >70 Very dense Very hard .. LEGEND OF BORING Plan of any boring ROTARY BORING ® Location ize Rotary boring LocationB'No• Top hole elev. 2 4 d b Co Duman core V4 "%J Moisture(°/-drywt.) sing S I number Dry density (lbs./cu.ft.)ISet,,, size Auger boring Unconfined compressive MSample boring strength (tons/sq.ft.) Designates other soils tes Jet boring C - Consolidation A /4 OPERATIONS PENETRATION TEST amp e Size of sample (inches) Blows per foot (Using a 1401b.hommer with a 30"drop) Location B -No. Top hole elev. C Pushed P I Ila Blows per foot 12 (Using 140 1 b. 1920 hammer with 21 30" drop) 1 --� S- Direct shear G.W.S. tC ' 'Test pit �.v.L. � Conformable material change 5 `--� E -Expansion Elevation Approximate material change 6 to 21/4 "Cone penetrometer T -Triaxial compression Dote Unconformable material change 2131 THESE BORING LOG SUMMARIES APPLY ONLY AT THE TIME 40 O 21/2" Cone penetrometer IV AND LOCATION INDICATED. SUBSURFACE CONDITIONS Date ofDate boring MAY DIFFER AT OTHER LOCATIONS AND TIMES. inic repres of driving 20 4 Blows per foot tion DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS VI Ker 99 21.6 16 16 :/ `70 • 350 X40 330 320 3/O MOORE & TABER CONSULTING ENGINEERS AND GEOLOGISTS T Approved/�c��.;/ JOBN..587-/I4 REGISTERED CIVIL ENGINEER No. 2370 �T1�• /'31�� i c i r c OF BAKER S F/ EL PLAN --Z- ROAD OVERCROSS/ NG LOG OF. TEST BORINGS Horrz. it 20` �� By A.L.S. Drawing Ie Vert. /"_ /0` Dam �� `' I Check by C.M. N!