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Home My WebLink About5.1-12251 Offsitey i Y � a x � � � � i ♦ �.'; i � ',: ! M � : � i '. � L i'.. Y �,,,,. a * � Y IN IF R' { Y A � i � Y � � # ,. i # # A )r ', � i,., � is # :,. ■ ,, � � � : " i � i,; i � i i.- 7 � I! x � 7 ',, * i A ■ � w + * c " " i.,,,� �: i +',, IN villililivis A i A x i # x * y i� i r ■ x Y , i � M i F � T " i x a# L x x ■ � i � i Il ■ i w w ill w w i i 1 a i i # L 3 ■ i t A w -., Y is i i w A t w + w �, i r R A " w i r s w i w Y w Y Y r x F �■ # E ASPHALTTHE FIELD DENSITY OF COMPACTED CONCRETE A. a PROPERLY # M i CALIBRATED # ASPHALT OF ASTM 88 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY B. 1 BE SUBS71TUTED NTH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 8 ABOVE SHALL. TOLERANCES,IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE IT SHALL BE BROUGHT WITHIN A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES B. REMOVAL AND REPLACEMENT METHODTHE BE BY THE CORRECTIVE i WORK Y SHALL BE CONTRACTORS IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL ',,. SHALL F NECESSARY, ENLARGE AREA SO THAT THE LONGITUDINAL LIMITS OF i; ARE AT r CONSTANT OFFSET FROM,AND ARE PARALLEL A LANE LINE OR PAVEMENT LND THE TRANSVERSE ,,• GRINDING ' ARE NORMAL J } ,VEMENT CENTERLINE. ` ALL GROUND AREAS w A SHALL Y RECTANGULAR Yi Y AREAS i• SURFACE APPEARANCE. # # iY ABRASIVE i Y GRINDING SHALL CONFORM !M REQUIREMENTS " FIRST PARAGRAPH # y i Y w, w AND THE LAST UR PARAGRAPHS OF SECTION 2, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A SEAL 7 x SHALL BE APPLIED "3Mi 7 ALL FINISHED ASPHALT SURFACES i AT THE Y # EXPENSE. ENGINEER. FOG THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS IRECTED BY THE ARTERIAL AND COLLECTOR STREET BASE x MATERIAL "1 SHALL CRUSHED ' AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE GREEN BOOK BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING To SEC11ON 200-2.4 OF THE GREENBOOK WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY PAVING J CONTRACTOR iw SHALL GRADE f PAVING A AREAS w x FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING • i i PLANE, ,, i GRADING t PLANE i yA ANY POINT SHALL VARY i i A 0.04 FOOT ABOVE OR BELOW THE GRAESTABLISHED BY THE ENGINEER. B. SUBBASE OR BASE MATERIAL (OTHER + ASPHALT " CONCRETE BASE) TO BE PLACE i GRADING F PLANE, 3 GRADING A PLANE 2 AT ANY POINT SHALL NOT w Y Y., #• J *j * ABOVE OR BELOW GRADE A D ESTABLISHED BY ENGINEER. i ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT F THE MAXIMUM RETICAL DENSITY + DETERMINED i ASTM i i A SHALL # T DETERMINED ACCORDANCE NTH CALIFORNIA x I i � ',. i � i y x � ■ ,y. � � # t # � + � a il. i � Y * il,. i �. iM � iM r i t ■ i Y � a � i,: # i Y� i Y a� x #' r a 7 i x " F i 7 ■ STANDARD NOTES . ALL IMPROVEMENTS SHALL SPECIFICATIONSI .y DEPT. OF SPECIFICATIONS.TRANSPORTATION STANDARD THE FOLLOWING STANDARDS AS ADOPTED BY ♦ C.O.B. PART OF THESE PLANS: ST-1 STANDARD CURB AND GUTTER ST-2 STANDARD MEDIAN CURBS TYPES sx n n ST-3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" ST-4 STANDARD COMMERCIAL DRIVE APPROACH TYPE [ x }COMBINA11ON SIDEWALK j jj ST-9 STANDARD STREET A y ST-11 STANDARD PAVEMENT PATCHES ST-12 STANDARD TRENCH f{ € REQUIREMENTS. ST-22 STANDARD SURVEY MONUMENTS ST-23 STANDARD STREET LIGHT MAST ARM TYPE T-14 STANDARD ONE WAY MEDIAN OPENING. L-12 STANDARD MEDIAN HARDSCAPE x 3. PAVEMENT: PAVING FOR OLD RIVER ROAD SHALL BE: 2015 EDITION HANDICAP RAMPS 45' TYPE "A" ASPHALT CONCRETE OVER • x AGGREGATE BASE OVER ♦ i ORIGINAL GROUND. O.G. RELATIVE DENSITY PER C.O.B. STD. . PAVING FOR PANAMA LANE SHALL BE: ♦ x TYPE "A" ASPHALT CONCRETE OVER x AGGREGATE BASE OVER x ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELA11VE DENSITY PER C.O.B. STD. T. 4. INSTALL BAKERSFt 1 . INSTALLED0 TO BE TRAFFIC@ EXISTING 5. INSTALL VICINITY.INSTALL 9500 LUMEN OR APPROVED EQUAL STREET LIGHTS PER C.O.B. STANDARD DETAIL ST-23. STREET LIGHTS SHALL MATCH THOSE EXIS11NG IN THE ® INSTALL TYPE "B" CURB AND PER C.O.B. STANDARD GUTTER, 4 'r' x STREETS UNLESS OTHERWISE NOTED. INSTALL ♦ COMBINATION i SEWER LATERAL LOCA11ONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER STREETS UNLESS OTHERWISE NOTED. EACH SEWER LATERAL 9. `e LL ADDITIONAL INSTALLEDALL PULL BOXES TO BE 1 INSTAULL BOX FOR STREET LIGHTS AT SERVICE PONT. THICK.MINIMUM OF 6" y w # w w w i w w w Y Y ■ # 3 . " Y i a J 1 w Y i i i i w s i i Y Y " w w Y w x • A * � r r L x i"1 w Y � r # -, ■ Y w x a ' ■. � w Y � # i . � � y. i.. - i. # y IYiPinola Fil i..- i ! 'i -i ■,♦ ## A it ..A a !' i i '.. i. ■j ■ i i r i■ *#i `! i i* ' 1 _ * a j* i ii i! i"= i 1�# i "`4 i" i ■a i w � i , � • r,, t � i � i. � # Y i i 7 i R i •.. ■ i. 7,,. " IR i is nR i � *,,'. i i *',, ! R * #■ +■ i,. � !,; � � ■` � w,... Y w Y .� w • w i M S• i � i # R ■ i # i ■ " = w r w Y w # � w � � � ■ Y,, Y A 0WN,ElR(lS)/SUBD1V1DiER-. DARYL C. NICHOLSON, TRUSTEE OF THE DARYL C. NICHOLSON TRUST AGREEMENT DATED 1990 t( x THE PORTERVILLECHOLSON GROUP CA 93257 PHONE: 559-333-0611 ENGINEER # ASSOCIATES i BAKERSFELDy ROAD. CA 93309 PHONE: 661-834-4814 CONTACT. ROGER A. McINTOSH BENCHMARK* TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ELEVATION w • x (USGS DATUM) BASIS OF BEARINGS: THE BEARING OF N 00*21'13" E SHOWN FOR THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION y T. 30 S., R. 27 E. ON PARCEL MAP No. 12167 PHASE y y HEREON. PG. 105 WAS USED AS THE BASIS OF BEARINGS SHOWN APN NO ♦ . * INDEX OF SHEETS 2. OLD RIVER ROAD STA♦ ♦00 C.L. 1 O TEMPORARY SUMP DETAILS 4. STRIPING PLANS PANAMA LANE 7. TRAFFIC SIGNAL MODIFICATION PLAN COVER SHEET 8. TRAFFIC SIGNAL MODIFICA11ON PLAN 9. TRAFFIC SIGNAL MODIFICATION PLAN SPECIFICATIONS TRAFFIC SIGNAL MODIFICATION PLAN CROSS SEC11ONS-PAVEMENT REMOVAL ® i will 1RIVER ROAD w x a +,,: ■ UNIT ONSITE: I X In III I II I. 1111� ult w -' 11 � � .. 'CLASS x - BASE + O SUBGRADE PREPARATIONCURB s AND GUTTER i * x -MIT �, * RAMPS :, - II -I A-_Fn_c CONTROL SIGNS w ■- MEDIA N ME I MFTAck ON MEDIAN CURB AVEMENT REMOVAL * HIGH CHAIN'i u wl kw 14' WIDE DOUBLE GATE FOR FENCE JOLSTRIPING ... *1 DETAIL L*II ■... ■ ± STRIPING DETAIL 29 10 STRIPING DETAIL 39 5? : k FAVOR,AL AN EASEMENT IN OF ROAD AND HIGHWAY PURPOSES PER SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY FILED MAY 28, 1982. AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC ROAD PURPOSES BY ORDER OF THE BOARD OF SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 10, 1892 AND ENTERED IN BOOK 5, PAGE 579 OF THE MINUTE BOOKS. AN EASEMENT IN FAVOR OF KERN COUNTY LAND COMPANY FOR INCIDENTAL PURPOSES RECORDED BOOK 225, PAGE . 99 PIPELINE(THE EXACT LOCATION IS NOT ASCERTAINABLE FROM RECORD) AN EASEMENT IN FAVOR OF PACIFIC GAS & ELECTRIC COMPANY FOR PURPOSES RECORDED rr A 1953 IN BOOK 2079, PAGE OFFICIAL547 OF RECORDS. AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE i a a } 1 i iRECORDED 6 i DOC. * 0215129232 OF OFFICIAL ■ RECORDS. AN EASEMENT IN FAVOR OF FOR STREET i ■ PURPOSES .r s ■ DED MAY 26, 2015 AS DOC. No. 0215065495 OF i eL EASEMENT FAVOR 1 # i i i ! TEMPORARY ■ DRAINAGE i RECORDED RECORDS. ■ BE VACATED NTH THE RECORDATION FINAL A AND DRAINAGE AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE PURPOSES RECORDED JUNE 0 2015 DOC. No. 0215074113 OF OFFICIAL RECORDS. 50- ODE PACIFIC GAS & ELECTRIC COMPANY GAS PIPELINE EASEMENT PER DOC. No. 0204141616 O.R. ■ PUBLIC 1 ■ xEASEMENT # HIGHWAYS a PURPOSES ■ KERN COUNTY LAND COMPANY SALES i OF i. M.D.M. 1 *UGUST27, 1891, IN THE OFFICE OF THE #N COUNTY RECORDER. AN i ♦ ' rl EASEMENT GRANTED a A i i . i i PUBLICIN INTEREST TO THE COUNTY OF KERN FOR ■ i PURPOSES PER PARCEL i * i IN THE OFFICE OF THE KERN COUNTY RECORDER. (COUNTY ROAD NO. ■ r i a a a A LANE) i# i i /! i i # A 1 CITY i . � i iPUBLIC PURPOSESSTREET AND INCIDENTAL RECORDED AUGUST 24, 2015 AS ADDITIONALDOC. NO. 0215117704, O.R. PER FINAL PARCEL . ■ i _J-11-A, T 7_ F ..X I lkt W, 5, rya 7a 0 r ! ~` or,,,REMANDER 1 � a FunIRE DEVELOPMENT 3 1 I E [ 3 pi g� & 3 �.......,.a.,. ..,.„ I J { 'M R.8, FQ 0 PHASE 3 PAN, 1 PHASE 7 E PAla� � .M� t i F I B ® PER "M.±Ek"6 { F15..."f f `s'® OF WM. ; / 0A,0WA ty c ' Vim t / 1 1 3E :lC) c.'2 F 5i74 O.R. am". €`�.-. M :t 4„: g `S. Pal PAR I PHASE®PHASE p,01 n�■■u�ul�u�utt�i�rl■Ilu��nl�wse"#�� - „tl..... ___�_._�....... _.. _..e. __��__M__._ ._..._...�``."" "� � /_.�.�...�.. _.._ ._..... KEY mAp DENOTES SHEET NUMBER ..._. �. ...ti .m® �...� __....�..... ......... dam® ®,._ ..�_ ..«.. ....� �.�._ v... .�... � .. .tea .�.... ..-... .... l � 9 N OTE: 1. PRIOR TO THE START OF ANY -PHASE OF CONSTRUC11ON WTHIN THE CITYRIGHT-OF-WAY, k :: SHALLTHE CITY CONSTRUCTION INSPECTION DEPARTMENT BE 1HOURS . TELEPHONE 326-• . NO CITY INSPEC11ONS WLL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WTH APPROPRIATE SECURITY ,,,, INSURANCE HAS '.I. OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED REQUIRE 3. ALL MATERIALS FOR THIS JECT WILL AR SUPPLIED k. TE OF COMPLIANCE FORTHSTATING THAT THE REQUIREMENTS & STANDARDS SET BY THE CITY OF BAKERSFIELD HAVE ■ ' EN MET. THESE PLANS SPECIFICATIONS • ■M...k j - E OR UNDER DIRECTION ii MY t AND BELIEF OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA ',, INCLUDE ALL ',: OF THE ADVISORY AGENCY OR OTHER REVIEW • . A RESPONSIBLE ALL CALCULATIONS # AND DRAWINGS THESE r r r S, OMISSIONS, � PLANS AND ANY VIOLATIONS THOSE ORDINANCES, 1 STANDARDS A AND DESIGN CRITERIA MA DURING CONSTRUCTION . ■■ SHALL N CORRECTED w CORRECTIONS 1•w• SHALLREFLECTED ON #PLANS ENGINEER.CITY APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVIEWED: 2- EZ OZO 2. TRAFFIC ENGINEERING DATE V� REVIEWED: ASSISTANT PUBLIC WORKS DIRECTOR DATE ii- VICINITY MAP Know whafsbelow. lank Gall before you dig'. �4y T, A 1� #e # mm o 00 FD. K.C.S. CONC. MOH. IN L.H. FOR S.W. COR. SEC. 20, 30/27 PER FILED MAP No. 7-1, BK. 6, PG. 28 K.C.S.I' PANAMA LANE STREET PLAN -SEE SHEET 3 STRIPING PLAN PLAN -SEE SHEET 4 362 360 358 356 354 352 350 348 346 10+00 F.L. TAPER DATA NO. 1 F.L. TAPER DATA NO. 2 STATION � OFFSET 10+93.42 54.00RT. 10+98.42 54.08RT. 11+03.42 54.31 RT. 11+08.42 54.69RT. 11+13.42 55-22RT. 11+18.42 55.91RT. 11+23.42 56.75RT. 11+53.42 62.25RT. 11+58.42 63.09RT. 11+63.42 63.78RT. 11+68.42 64.31RT. 11+73.42 64.69RT. 11+78.42 64.92RT. 1 11+83.42 1 65.00RT. FUTURE MEDIAN TAPER DATA NO. 3 Ok STATION � OFFSET 12+70.00 9.00RT. 12+75.00 8.92RT. 12+80.00 8.69RT. 12+85.00 8.30RT. 12+90.00 7.75RT. 12+95.00 7.05RT. 13+00.00 6.19RT. 13+05.00 5.17RT. 13+1*0.00 4.00RT. 13+50.00 6.00LT. 13+55.00 7.17LT. 13+60.00 8.19LT. 13+65.00 9.05LT. 13+70.00 9.75LT. 13+75.00 10.30LT. 13+80.00 10.69LT. 13+85.00 10.92LT. 13+90.00 1 1.00LT. MEDIAN TAPER DATA NO. 5 CL STATION Ck OFFSET 17+92.03 4.58RT. 17+97.03 4.26RT. 18+02.03 3.86RT. 18+07.03 3.29RT. 18+12.03 2.57RT. 18+17.03 9.85RT. 18+22.03 1.68RT. 18+52.03 4.1 OLT. 18+57.03 4.99LT. 18+62.03 5.7111-T. 18+67.03 6.28LT. 18+72.03 6.68LT. 18+77.03 6.92LT. 18+82.031 7.00LT. 1 q STATION q OFFSET 19+05.52 48.00RT. 19+10.52 48.08RT. 19+15.52 48.31 RT. 19+20.52 48.69RT. 19+25.52 49.22RT. 19+30.52 49.91RT. 19+35.52 50.75RT. 19+65.52 56.25RT. 19+70.52 57.09RT. 19+75.52 57.78RT. 19+80.52 58.31RT. 19+85.52 58.69RT. 19+90.52 58.92RT. 5.521 59.00RT. FUTURE MEDIAN TAPER DATA NO. 4 Ck STATION CL OFFSET 12+99.93 13.00RT. 13+04.93 12.87RT. 13+09.93 12.50RT. 13+14.93 11.87RT. 13+19.93 10.99RT. 13+24.93 9.85RT. 13+29.93 8.47RT. 13+59.93 0.60L.T. 13+64.93 1.98LT. 13+69.93 3.12LT. 13+74.93 4.00LT. 13+79.93 4.63LT. 13+84.93 5.00LT. 9.93 5.13LT. MEDIAN TAPER DATA NO. 6 CL STATION q OFFSET 23+67.18 5.00RT. 23+72.18 4.92RT. 23+77.18 4.67RT. 23+82.18 4.25RT. 23+87.18 3.67RT. 23+92.18 2.92RT. 23+97.18 2.00RT. 24+27.18 4.00LT 24+32.18 4.92LT. 24+37.18 5.67LT. 24+42.18 6.25LT. 24+47.18 6.67LT. 24+52.18 6.92LT. 24+57.18 7.00LT. 5IA. IU+UU.UU U.L. I 2,5+2U.1,5 C.L. SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL NOTE: FOR SAWCUT LINE STATIONING -SEE SHEET 5. C> L6 C14 lfRACTI 6329 PH. 2 C31 M. K. 587 PQ 101 + SEE MEDIAN TAPER li .rAf'%l f- &I^ END OF (E) CURB & GUTTER AND SIDEWALK TYP. CH (E) CURB & GUTTER TER AND SIDEWALK TYP. F_ TRACT Mg UNrr 7 M. BK 52, 122 L -,4. C* c� 1.-: C14 IT- to) Id. 1-(,j 0 0 00 00 LCO4 01 C-4 csi CLSD 0 C a. 0; It C; C> ul) ul) uy- Lm., - >: C) to In LO ui m 0) "cr lw co C6 0 W_ ui D bi W------ c L n n M u G Lj >: 1.1 > LL > w ui rA _j LLj 4 d LLJ 15- ui [a 04 F= cr Li > :> LA71 Li -i w M LLJ cli wl w Lu U4 w LLI p to z w Lu t6 N w ui to a a w cq 6 w w m 0: u') 0> F) 9 m 00 ui + C14 N z 00 + cnow 7- I CA ml _f to- 4 06 e?; 00 ut 00 + w -.% 00 T 4m + OP m ff-ROX.- E" 0 o C:) + APPROX. (E) GROUN n + + n + + to + z t0 , w v- -Crjr- Q r�. - P CENTER JINE cd cn w U) m cn ci w V) ZE F-- Z=)< .4 CENTERUISIE 0� c� w- w mul �_- cic )(r) 0ui ci v I;,- z_ •'i j0 I w 51 cn Mumto m ei• < - -cr cc r 0� c- - P - w - -r-le- - T i uj in 211 w (n I m cn c� U)-.- w cn a in En S=0.25% S=0.6 ro -0-27 7 S=0.2 5% IT— a, ra f_ ^^ - - _w F . IS 0. S=0.257.�S=_O. Is =-O. S__i.28% S=0.25% S=0.25% S= 0.537.-1 (E) k6iiiAff S= - 0. 51 S=-0.5 PROPOSED EAST "��5=0.27% F.OWLINE EAvST-- L PROPOSED I ---AST PRO OSEDEA'ST .72% PROPOSED a EAST I S=0.26% FLOW�NE Ck DRIVEWAY ENTRANCE -F FtDWLJNE- -FLOV E_ DRIVEWAY ENIK -q DRIVEWAY ENTRANCE 11+00 12+00 13+00 MEDIAN SIAMON QQNl: MFJ21AN STA71 END MEDIAN CURB/ B.C.-FUTURE MEDIAN CURB NOSE/ ANGLE POINT ROADWAY GRADE BREAK pq START GAP FOR DRAIN a STA. 16+27.80, C.L. 8.12LT. STA. 10+81.59, C.L. 9.00RT. T.P. ELEV. 351.37' T.P. ELEV. 351.08 MATCH (E) 71 n CENTER -FUTURE MEDIAN NOSE BEGIN MEDIAN CURB/ END GAP FOR DRAIN STA. 10+81.59, C.L. ll.00RT. 26 E.C.-FUTURE MEDIAN CURB NOSE STA. 16+28.80, C.L. 8.11LT. T.P. ELEV. 351.08 MATCH (E) STA. 10+81.59, C.L. 13.00RT. T.P. ELEV. 351.24! B.C.-MEDIAN NOSE B.C./BEGIN FUTURE 120' � STA. 16+41.05, C.L. 7.96LT.-\7j F41 MEDIAN TAPER/CROWN T.P. ELEV. 351.09 MATCH (E) STA. 12+70.00, C.L. 9.00RT. R28 CENTER -MEDIAN NOSE T.P. ELEV. 351.26' STA. 16+41.05, C.L. 6.98LT. - POINT ON FUTURE 120' MEDIAN n2g B.C.-MEDIAN NOSE J-A\ 10 TAPER/CROWN STA. 16+41.05, C.L. 6.00_L__T.__\.-t/ STA. 13+30.00, C.L. 1.00LT. T.P. ELEV. 351.12 MATCH (E) T.P. ELEV. 351.09' MATCH (E) r3-ol B.C.-MEDIAN CURB n6 END FUTURE 120' MEDIAN TAPER STA. 15+85.93, C.L. 9.44RT. STA. 13+90.00, C.L. ll.00LT. T.P. ELEV. 350.91' T.P. ELEV. 350.82' MATCH (E) CENTER -MEDIAN CURB B.C.-FUTURE MEDIAN NOSE STA. 15+85.89, C.L. 7.44RT. STA. 15+36.03, C.L. 9.23LT. T.P. ELEV. 350.88' MATCH (E) F321 P.R.C.-MEDIAN CURB - _(D R8 CENTER -FUTURE MEDIAN NOSE STA. 15+87.22, C.L. 8.93RT. STA. 15+36.03, C.L. 7.18LT. T.P. ELEV. 350.92' F91 E.C.-FUTURE MEDIAN NOSE n33 E.C.-MEDIAN CURB STA. 15+36.06, C.L. 5.13LT. STA. 16+27.03, C.L. 6.171-1. T.P. ELEV. 350.97' MATCH (E) T.P. ELEV. 351.12 MATCH (E) F, oi ROADWAY/SAWCUT END MEDIAN CURB/ STA. 15+36.07, C.L. 1.00LT. START GAP FOR DRAIN T.P. ELEV. 351.05MATCH (E) STA. 16+27.78, C.L. 6.16LT. Ti ROADWAY/SAWCUT T.P. ELEV. 351.11 MATCH (E) STA. 15+39.80, C.L. 1.00LT. BEGIN MEDIAN CURB/ T.P. ELEV. 351.06' MATCH (E) END GAP FOR DRAIN 12 POINT ON FUTURE MEDIAN CURB 35 STA. 16+28.78, C.L. 6.15LT. STA. 12+70.00, C.L. 13.00RT. T.P. ELEV. 351.11 MATCH (E) T.P. ELEV. 351.14' B.C.-MEDIAN NOSE n13 NOT USED n36 STA. 16+43.23, C.L. 5.98RT. '\2j T.P. ELEV. 351.08' 14 BEGIN FUTURE 90' MEDIAN TAPER n37 E.C.-MEDIAN NOSE STA. 12+99.93, C.L. 13.00RT. T.P. ELEV. 351.01' STA. 16+43.23, C.L. 8.40RT. Fi5i POINT ON FUTURE 90' MEDIAN TAPER T.P. ELEV. 350.97. STA. 13+29.93, C.L. 8.47RT. CENTER -MEDIAN NOSE T.P. ELEV. 350.91' STA. 16+43.23, C.L. 7.19RT. 16 POINT ON FUTURE 90' MEDIAN TAPER m39 POINT ON MEDIAN CURB/G.B STA. 13+61.38, C.L. 1.00LT. STA. 16+54.95, C.L. 5.77RT T.P. ELEV. 351.12' T.P. ELEV. 351.36' 1-71 END FUTURE 90' MEDIAN TAPER STA. 13+89.93, C.L. 5.13LT. A.P. ON MEDIAN CURB T.P. ELEV. 351.17' STA. 17+20.00, C.L. 4.58RT. 18 B.C.-MEDIAN NOSE T.P. ELEV. 351.44' STA. 15+39.80, C.L. 6.87RT. r4-ii A.P. ON MEDIAN CURB T.P. ELEV. 351.00' STA. 17+20.00, C.L. 7.00RT. 19 E.C.-MEDIAN NOSE T.P. ELEV. 351.13' STA. 15+39.80, C.L. 10.28RT. POINT ON MEDIAN CURB T.P. ELEV. 350.76' 42 STA. 17+44.33, C.L. 7.00RT. CENTER -MEDIAN NOSE T.P. ELEV. 351.20p STA. 15+39.79, C.L. 8.57RT. n43 POINT ON MEDIAN CURB n2i B.C.-MEDIAN CURB/Q.B. STA. 17+57.24, C.L. 7.00RT. STA. 15+53.08, C.L. 6.87RT. U T.P. ELEV, 351.23' T.P. ELEV. 351.24' r4-4i POINT ON MEDIAN CURB P.R.C.-MEDIAN CURB STA. 17+57.24, C.L. 4.58RT. STA. 15+92.66, C.L. 8.03LT. T.P. ELEV. 351.55' T.P. ELEV. 351.03 MATCH (E) 45 BEGIN 90' TAPER 23 CENTER -MEDIAN CURB STA. 17+92.03, C.L. 4.58RT. \*-/' STA. 15+93.98, C.L. 6.53LT.- r- 9 T.P. ELEV. 351.56 E.C.-MEDIAN CURB -\M/ F46i POINT ON MEDIAN TAPER STA. 15+94.00, C.L. 8.53LT. STA. 18+30.74, C.L. T.P. ELEV. 351.02 MATCH (E) T.P. ELEV. 351.66' n47 END 90' TAPER STA. 18+82.03, C.L. 7.0O_L_T_.D T.P. ELEV. 351.59' 14+00 15+00 MEOLAN STAND 90'L: n48 POINT ON MEDIAN CURB STA. 15+80.97, C.L. T.P. ELEV. 351.15' R - ROADWAY/MEDIAN G.B. STA. 15+28.01, C.L. 5.13LT. T.P. ELEV. 351.14' F501 POINT ON MEDIAN CURB STA. 18+44.41, C.L. 7.00RT. T.P. ELEV. 351.53' n5i POINT ON MEDIAN CURB STA. 19+05.52, C.L. 7.00RT. T.P. ELEV. 351.64' mi POINT ON MEDIAN CURB --- STA. 19+95.52, C.L. 7.00RT. T.P. ELEV. 351.91' Fg-� POINT ON MEDIAN CURB -,(D STA. 21+15.52, C.L. 7.00RT. T.P. ELEV. 351.64' B.C.-MEDIAN CURB STA. 21+65.52, C.L. 7.00RT. T.P. ELEV. 352.29' m55 CENTER -MEDIAN CURB STA. 21+65.52, C.L. 5.00 RT. 561 P.R.C.-MEDIAN CURB STA. 21+66.70, C.L. 6.61 RT. T.P. ELEV. 352.30' 571 E.C.-MEDIAN CURB STA. 22+02.18, C.L. 5.00 LT. T.P. ELEV. 352.30' n58 B.C.-MEDIAN NOSE STA. 22+16.18, C.L. 5.00 LT. T.P. ELEV. 352.31' m59 CENTER -MEDIAN NOSE STA. 22+16.18, C.L. 6.00 LT. m6o B.C.-MEDIAN NOSE /Z\ STA. 22+16.18, C.L. 7.00 LT. T.P. ELEV. 352.26' n6i B.C.-MEDIAN NOSE 3 STA. 22+18.18, C.L. 7.00 RT. T.P. ELEV. 352.25' n62 CENTER -MEDIAN NOSE STA. 22+18.18, C.L. 6.00 RT. m63 E.C.-MEDIAN NOSE STA. 22+18.18, C.L. 5.00 RT. T.P. ELEV. 352.30' R6 BEGIN 90" TAPER STA. 23+67.18, C.L. 5.00 RT-. n65 END 90' TAPER STA. 24+57.18, C.L. 7.00 LT. END MEDIAN CURB/MATCH (E) 661 STA. 25+06.06, C.L. 7.00 LT. ELEV. MATCH (E) 671 END MEDIAN CURB/MATCH (E) STA. 25+06.06, C.L. 7.00 RT.- ELEV. MATCH (E) n68 POINT ON MEDIAN CURB STA. 20+49.10, C.L. 7.00 LT. T.P. ELEV. 351.94! 69 POINT ON MEDIAN CURB STA. 21+78.20, C.L. T.P. ELEV. 352.39' p� POINT ON MEDIAN CURB STA. 23+21.09, C.L. 5.00 RT. T.P. ELEV. 352.39' 16+00 MEDIAN STATION r7-11 POINT ON MEDIAN CURB STA. 23+21.08, C.L. 7.00 RT. T.P. ELEV. 352.36' 72 POINT ON MEDIAN CURB STA. 24+07.18, C.L. GRADE BREAK- 73 POINT ON ROADWAY STA. 13+51.42, C.L. 47.00 RT. T.P. ELEV. 350.02' GRADE BREAK- R7 POINT ON ROADWAY STA. 15+90.37, C.L. 43.36 RI T.P. ELEV. 350.04' GRADEBREAK- m75 POINT ON ROADWAY STA. 21+65.52, C.L. 46.00 RT. T.P. ELEV. 351.37 11 POINT OF SAWCUT LINE/ pq POINT OF MEDIAN CURB _qG STA. 16+02.66, C.L. 1.00 LT. T.P. ELEV. 351.17' MATCH (E) GRADE BREAK- n77 POINT ON ROADWAY STA. 17+94.63, C.L. 46.00 RT. T.P. ELEV. 350.46' GRADE BREAK- 78 POINT ON SAWCUT STA. 16+43.23, C.L. 1.00 LT. MATCH T.P. ELEV. 351.22' 17+00 CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA 46.92' 30.00' 29.79' 89-3621" 31.42' 20.00' 20.00' 90*00'00" 31.42' 20.00' 20.00' 90*00'0 31.78' 20.00' 20.37 91*02'3099 31.05' 20.00' 19.64' 88*57'30" 47.33' 30.00' 30.21' 90*23'39" 46.92' 30.00' 29.79' 89*36'21 " 47.12' 30.00' 30.00' 90'00'00IV 47.12' 30.00' 30.00' 90*00'001' 10 5.38' 1.70 181"01'55" 11 43.22' 60-00' 22.59' 41-16-05 1.46' 2.00 1 0.77' 1 41o57'45" 13 NOT USED 14 NOT USED @ 6.28' 2.00 - 180*00'00" 16 1.41' 2.00' 0.74 40*31'17" 17 6.37' 2.05' 111.92' 177'54'02' 18 43.52' 60.00' 22.77' 41-33'47" 8 3.06' 0.98' 163.75' 179618'57" 3.80' 1.21 180* 10'00 21 3.14' 1.00' 180*00'00" 37.96' 60.00' 19.64' 36614'58" 1.27' 1 2.00' 1 0.65' 1 36' 1458IV LINE TABLE LINE BEARING LENGTH Ll NOO'2 1'1 9"E 130.00 12 N00*21'19"E 0.58' L3 N00*41'1 1 "W 162.03 L4 N00`41'1 1"W 92.11 L5 N00*21'19"E 24.23' L6 N00*2 1'1 9"E 61.11' L7 NOO*21'1 9VE 120.00' L8 N OV2 1'1 9VE 104.26 L9 N00'2 1'1 9"E 188.41' L10 N01*02'59"E 146.09' Ll 1 I N04'21'1 9"E 138.08' L12 N00`21'1 9"E 29.93' L13 N00*21'19"E 13.28' L14 N01002'59"E 33.80' L15 N01*02'59"E 12.26 L16 I N01*02'59 " E 12.28 L17 N00621'19"E - 0.75 L18 I N00641'1 1"W 46.13" L19 N00141'1 1"W 76.78' 190 N00*21'19"E 72.03 L21 N00'21 1 1 9"E 334.16' L22 N00'21'19"E 14.00' L23 N04*2 1'1 9"E 445.52' 124 N00'21'1 9"E 149.00' L25 NOO*21'19"E 48.88' L26 NOO*2 1'1 9'VE 287.88' L27 N89*38'41 "W 1.38' L28 N89" 1 5'02"W 11.69' L29 N89`38'41"W 11.00, L30 NOO*21'1 9"E 8.05 9 19+00 20+00 21+00 LEGEI D (CONT.): AMBREMATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -0- (E) POWER POLE C.L. CENTERLINE B.V.C. BEGIN VER71CAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE E-- (E) DOWN GUY B.C.R. BEGIN CURB RETURN P.R.C. POINT OF REVERSE CURVE E.C.R. END CURB RETURN G.B. GRADE BREAK [EJ (E) ELECTRICAL METER B.C. E.C. BEGIN CURVE END CURVE T.C. TOP OF CURB Rl-1 (E) TRAFFIC SIGN P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE 0----0 (E) STREET LIGHT P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE P.C.C. POINT ON CONCAVE CURVE R/W RIGHT-OF-WAY 6 (E)WATER VALVE PA PROPERTY LINE M.H. MANHOLE E.P. EDGE OF PAVEMENT INV. INVERT (E) FIRE HYDRANT (E) EXISTING S/W SIDEWALK (N) NEW XRW EXISTING R/W WHARF HYDRANT L/S LANDSCAPE C/G CURB & GUTTER PUE PUBLIC U11U7Y EASEMENT B/W BACK OF WALK (3 (E) SEWER MANHOLE C.O.B. CITY OF BAKERSFIELD H.P. HINGE POINT G.B. GRADE BREAK (D (E) STORM DRAIN MANHOLE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-22. @ EXISTING SURVEY MONUMENT 0 (E) GAS VALVE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ffE (E) PG&E GAS PIPELINE MARKER Eff] (E) FIBER OP11C MARKER a (E) TRAFFIC SIGNAL PULL BOX Ll 0 8 --------------- N1 49 1 --- 17 -6-1 ___ 9 11 ---- ------ ---- -------- / ----------- I PROJECT NDARY 0 1 a) 21 TERV I TB E�L.,-- L13 11 </L8j OU CEN L18 r@B� DETAIL "BB" SCALE: 1"=10' Z� i PROJECT BOUNDARY/ CENTERUNE 22+50 23+00 Qo C.D to = i :5 C3 m U-1 r15 M M w e", 4 LO � + C14 - C14 U to 37.25' 37.25' DETAIL 11AAss SCALE: 1"=20" Ll 4 % Ll 5 22+00 23+00 362 360 358 356 354 352 350 348 346 24+00 LEGEND (CO (E) ELECTRICAL LINE 5 FURNISH & INSTALL SPUC s (E) SEWER LINE BOX FOR INTERCONNECT TR5--NO. 5 SIZE (E) TELEPHONE LINE (E) OIL LINE (E) GAS LINE - - - - - - - - - - (E) EDGE OF PAVEMENT _0H (E) OVERHEAD LINE w (E) WATER LINE - x x (E) CHAIN LINK FENCE D (E) DRAIN LINE (E) WOOD FENCE (E) TRENCH LINE (E) GROUND CONTOUR _u _F0 (E) FIBER OPTIC LINE (E) O.H. ELECTRICAL UNE(S) CURVE NUMBER - _0H EASEMENT LEGEND- -OIL- (E) OIL LINE <�> SEE SHEET 1 CENTERLINE CONSTRUCTION NOTE PROJECT BOUNDARY F#j STATION DESCRIPTION RIGHT-OF-WAY PIPE SIZE --------------------- SAWCUT LINE 4 W-UIIUTY- W-WATER S-SEWER IRR-IRRIGATION A A& PROPOSED E.P. G-GAS D-DRAIN 0-OIL FLOWUNE (E) CURB AND GUTTER SECTION DESIGNA11ON: up FLOWLINE PROPOSED CURB AND GUTTER SECTION LETTER A LIP IC FURNISH & INSTALL INTERCONNECT CONDUIT SHEET WHERE SECTION IS SHOWN CONSIE&TION NOTES.-. CONSTRUCT TYPE "B" CURB & GUTTER 18 (E) OVERHEAD UTILITY LINES TO BE PER C.O.B. STD. ST-1. RELOCATED BY OTHERS. CONSTRUCT 5 5' COMBINATION TYPE [L3r Ll 6 L 1 291 78 SIDEWALK PER C.O.B. STD. ST-5 (SEE DETAIL ON SHEET 4). 16 17 (E) SIGN TO BE REMOVED OR RELOCATED. PAINT MEDIAN NOSE WITH STANDARD ------ --------------- O CONSTRUCT TYPE "M" MEDIAN CURB ON TRAFFIC YELLOW COLOR, SEE STRIPING _TBp THE EAST SIDE OF CENTERLINE PER C.O.B. PLAN ON SHEET 4. RO 0 T JEC ND U ARY/ TE CENTERLINE 7im--- 10 I STD. ST-2. SEE ALSO DETAIL "'I" ON SHEET 6. CONSTRUCT TYPE "M-l" TACK ON MEDIAN MEDIAN TO BE HARDSCAPED PER C.O.B. STD. DETAIL L-12. CC DETAIL $,cC � -- SCALE: 1"=10" 1 PROJECT BOUNDARY 23+50 37.25 o CD co ON THE WEST SIDE OF CENTERLINE PER g (N) TRAFFIC SIGN -SEE SHEET 4. EZ C.O.B. STD. ST-2. SEE ALSO DETAIL "l' 9 CONSTRUCT ONE-WAY MEDIAN OPENING HANDICAP RAMP PER PER C.O.B. STANDARD DETAIL T-14. CCONSTRUCT �) CALTRANS REVISED STD. PLAN R.S.P. 21 (E) TRAFFIC SIGNAL BOX TO BE A88A CASE "A" - SEE DETAIL "'I" ON RELOCATED -SEE TRAFFIC SIGNAL SHEET 4. MODIFICATION PLAN. FURNISH & INSTALL 9500 LUMEN FOR TRAFFIC SIGNAL -SEE SHEETS 6 STREET LIGHT PER C.O.B. STD. ST-23. THRU 9 FOR TRAFFIC SIGNAL 0 DEMO (E) PAVEMENT AND RE -CONSTRUCT. MODIFICATION PLAN. CONTRACTOR TO VERIFY EXISTING g MEDIAN TO BE LANDSCAPED - SEE TIE-INS BEFORE CONSTRUCTION AND SEPARATE LANDSCAPE PLAN. NOTIFY ENGINEER OF DISCREPANCIES. FURNISH AND INSTALL 2 - 4" PVC (E) TRAFFIC SIGNAL TO BE RELOCATED, SCHEDULE 40 IRRIGATION SLEEVE. SEE SEPARATE TRAFFIC SIGNAL 2gSAWCUT (E) E.P. ALONG CENTERLINE OR MODIFICATION PLAN FOR DETAILS. AS DIRECTED BY ENGINEER/INSPECTOR. 10 (E) CROSSWALK BUTTON TO BE 28 CONSTRUCT 1' WIDE MEDIAN GAP FOR RELOCATED - SEE SEPARATE TRAFFIC SURFACE DRAIN. SIGNAL MODIFICATION PLAN FOR DETAILS. INSTALL END -OF -STREET STANDARD 11 (E) TRAFFIC SIGN TO BE RELOCATED- TYPE III BARRICADEWITH W-31 (CA) SIGN AND OM4-3 MARKER PER DETAIL 3 SEE STRIPING PLAN ON SHEET 4. ON SHEET 3. 12 (E) CURB AND HANDICAP RAMP TO BE 28 NOT USED. REMOVED. �g SAWCUT WE) E.P. 1' BEYOND CENTERLINE �g29 WATERLINE TO BE EXTENDED - SEE SEPARATE WATER PLAN. I OR AS DIRECTED BY ENGINEER/INSPECTOR. 14 O (E) ROAD REFLECTORS AND N-1 MEDIAN TO BE LANDSCAPED IN THE SIGN TO BE REMOVED. FUTURE UPON DEVELOPMENT ON THE EAST SIDE OF OLD RIVER ROAD. Know what's below. Call before you dig. WillJ i II f €i { Lij T. TENT. P.M. 12251 IVEST. TENT. P.M. 12251 1 1 1 1 1 1 1 1 Of VEST. T. ENTI. P.M. 12251 Xffiff- TENT. P.M. 122-51 I CD PHASE 6- PARICEL 1 PHASE I- PARCEL111, PHASE 4-- W-rCEL I PHASE 5- PARCEL I 0) W 0c>II F- >_ CL cr_ J F:it 9 LL: 4 4 0 0 ul r- q- < CD 0 co 00 OR 00 LLI 0 u� OR OR I c; c; lLj to V_ 04 00 to a_ OD 00 14 ca DI co J __4 J co M CO co co 0i 1 :2 �< I i --% ri C6 d LL: LLJ J _j ul L0 Lij 1-- 1AJ to P) C-) IA: Cj LL: _j Lu J I J _j J _j -4 _j _j _j 7E 4 0 110 _j _j 0 * Lg: d LL: C-S LA: :;i� I it, ++ 06o6 Ogg (3 LL: 0 Q _j 00 CO d U- 3: d Or_ 0) Im 0) - - - - -- a- crcrT0 C:re- - - - - - - - - - - - - - - - - - to co W CD Icsi c - - - - - - - c"! n i0-cn-- CO C> a- L- - - - 1 361 L - - - - - -4-4 ,\ ±:�:. I g liz 0606 OLL: T T + + /"� 04 04 -rr-A Allr%M A M1.1 r- 1.11"1% L ---- i cr __100 a ------------- _�(E) CO OIL FD. K.C.S. CONC. MON. IN L.H. FOR S.W. COR. SEC. 20, 30/27 PER K.C.? FILED MAP No. 7-1, BK. 6, PG. 28 - ___j_OIL_ - - (E) 0 _LE) 8"G Iz P CC 1 1 1 1 1 1 OW RIVER ROAD SEE SHEET 2 364 362 360 358 356 354 352 350 348 "ZAr- (E) COMMERCIAL STORAGE BUILDING (E) CURB & GUTTER AND SIDEWALK TYP. -------------------------------- FO W OIL - _mn CONC. MON. W/ B.C. rFD. I MKD. RCE 33448 IN L.H. PER > TRACT 6678 M.B. 60, PG. 44 I (HELD FOR LINE, 0.04! S. OF ce am < CENTERLINE) LLJ uj ou, mv. " kntw rvm Im i A I I IVI A L A 11 C: LINE, 0.02S. OF STA. 10+00.00 C.L. TO 18+58.71 C.L. BOUNDARY) SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL NOTE: FOR SAWCUT LINE STATIONING -SEE SHEET 5. -T VERT. CURVE I In ` I I I i d W rs_ 6 4x --f- < Ln 8 5 t j to to dam-v) 1) to "') W 8 L LZI u Of a t_� C rn �s r�4 to In of r 1 1-1 0 Lq _j < uj to < j W Ld i u� ui 406 14 6 0 L CIO> uj c� Cl- 91 -7. q6 + 04 0z !9 ul <3 F uj ce Cl c" 100 1 04 Cl: 5 K a cN. I L -I' a- ui i 16 Lu uj .4- 0- In + 00 W to 00 + m + 0 a: + 4- C14 0 rc,+4 cr_ < + + + u, m u0j U>i: U) >i < + to 0 + C41 to c� uj - i:5 a CL Ijji 0 cid cn (3 Lc C3 ;5 u APPRO�. GROUND ul cn 01 cd ul n 0 CENTERLINE I C3 Q CL c): m cn ul cn <-_v W m 7_71T7 41 Lu ch 21 -7- 5 �=0.507- �S�EEFSRE_ T 2 S=0.25� I _ILPR6! O. 7% I I I T S=-.n- PROPOS;D NORTH PRO OSED S=0.2)7. NCRTH _____jELc?jR_H GUTTER S=0.20% OSED NORTH _FLQAJNF__ FLC FLOWLINE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 A (E) R/W-\ A 01 limp I IN III C 1 r-111?h min LC) 0= =0 - UWAmmm m 01 or c; - S7 I I rr. S9 150. 1? LEAAJr0y IrG 41 -.41 bi 4. _==. 350-29 S2 S17 20 S2 IZO.81 FL 4� �77587y C14 AA TCH Y2- S5 Sil- rG EG Y_ CD C*4 349-00 MI 347-75 8TU H - D INSTALL S39 cwn V) 7§465 n S41 hI FURNISH AND cn TEMPORARY 60 HIGH 7750 !C�*41 S231. 1.34Z75 BX CHAIN LINK FENCE. S37 01 INSTALL 14! -------- 1_( ------ -------- ------ !J4775 87M S36 S35 .75,6.V' WIDE DOUBLE %Y50 64 A S30 VArCH -14_7__,75B;_V GATE -1- F=RE DEVELOPMENT TEMPORARY SUMP NO. -I TrupnpApy FLOWAGE Amin I - S32 VEST. TENT. PM.'12251 PHASE l-PARCELI VOL. REUD: 0.32 ACYT. VOL. PROYD: 0.36 ACYT BTIVI. ELEV.: 347.75 DWS ELEV.: 349.00 VEST, TENT. P.M. 12251 DRAINAGE EASEMENT PER I DOCUMENT NO. 219018213, O.R. VEST. TENT. p.M. 12251 PHASE 2- PARCEL I PHASE 3- PARCEL I TEMPORARY SUMP "1$$ 0 OLD RIVER ROAD.ri SCALE : 1"=50" 10. 18+00 CONSTRUCTION, NOTEs- 0 TYPE "B" CURB & GUTTER (E) OVERHEAD UTILITY LINES TO BE PER C.O.B. STD. ST-1. RELOCATED BY OTHERS. LE ,FEN 1: LEQEND (CONT.)* LEGE (CONT. CONSTRUCT 5.5 C MBINATI N TYPE(E) SIGN TO BE REMOVED OR RELOCATED. ABBREVI TIONSIm - FURNISH & INSTALL SPLICE SIDEWALK PER C.O.B. STD. ST-5 17 (SEE PAINT MEDIAN NOSE NTH STANDARD F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE -0- (E) POWER POLE E (E) ELECTRICAL LINE DETAIL ON SHEET 4). C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE S__ (E) SEWER LINE BOX FOR INTERCONNECT CONSTRUCT TYPE -M- MEDIAN CURB ON TRAFFIC YELLOW COLOR, SEE STRIPING ELEV. ELEVATION E.V.C. END VERTICAL CURVE E-- (E) DOWN GUY (E) TELEPHONE LINE TR5--NO. 5 SIZE THE EAST SIDE OF CENTERLINE PER C.O.B. PLAN ON SHEET 4. B.C.R. BEGIN CURB RETURN P.R.C. POINT OF REVERSE CURVE ---OIL- (E) OIL LINE STD. ST-2. SEE ALSO DETAIL "1" ON MEDIAN TO BE HARDSCAPED PER C.O.B. E.C.R. END CURB RETURN G.B. GRADE BREAK El (E) ELECTRICAL METER G- (E) GAS LINE (E) EDGE OF PAVEMENT SHEET 6. STD. DETAIL L-12. B.C. BEGIN CURVE T.C. TOP OF CURB R1-1 _OH (E) OVERHEAD LINE CONSTRUCT TYPE "M-1" TACK ON MEDIAN (N) TRAFFIC SIGN -SEE SHEET 4. E.C. END CURVE T.P. TOP OF PAVEMENT (E) TRAFFIC SIGN -W x X (E) CHAIN LINK FENCE ON THE WEST SIDE OF CENTERLINE PER P.I.V.C. POINT OF INTERSECTION F.C. FINISH CONCRETE (E) WATER LINE C.O.B. STD. ST-2. SEE ALSO DETAIL "1' CONSTRUCT ONE-WAY MEDIAN OPENING OF VERTICAL CURVE T.O.M. TOP OF MANHOLE 0---0 (E) STREET LIGHT D (E) DRAIN LINE (E) WOOD FENCE CONSTRUCT HANDICAP RAMP PER PER C.O.B. STANDARD DETAIL T-14. P.O.C. POINT ON CURVE CALTRANS REVISED STD. PLAN R.S.P. (E) TRAFFIC SIGNAL BOX TO BE P.C.C. POINT ON CONCAVE CURVE R/W RIGHT-OF-WAY (E) WATER VALVE _u (E) TRENCH LINE PA PROPERTY LINE M.H. MANHOLE (E) GROUND CONTOUR A88A CASE "A" - SEE DETAIL "11" ON RELOCATED -SEE TRAFFIC SIGNAL E.P. EDGE OF PAVEMENT INV. INVERT (E) FIRE HYDRANT _F0 (E) FIBER OP11C LINE SHEET 4. MODIFICATION PLAN. (E) EXISTING S/W SIDEWALK _OH CURVE NUMBER FURNISH & INSTALL 9500 LUMEN 22 FOR TRAFFIC SIGNAL -SEE SHEETS 6 (N) NEW XRW EASTING R/W (E) WHARF HYDRANT (E) O.H. ELECTRICAL LINE(S) EASEMENT LEGEND- STREET LIGHT PER C.O.B. STD. ST-23. THRU 9 FOR TRAFFIC SIGNAL L/S LANDSCAPE C/G CURB & GUTTER -OIL- (E) OIL LINE O SEE SHEET DEMO (E) PAVEMENT AND RE -CONSTRUCT. MODIFICATION PLAN. PUE PUBLIC UTILITY EASEMENT B/W BACK OF WALK IS (E) SEWER MANHOLE CENTERLINE CONSTRUCTION NOTE CONTRACTOR TO VERIFY EXISTING MEDIAN TO BE LANDSCAPED -SEE C.O.B. CITY OF BAKERSFIELD H.P. HINGE POINT SEPARATE LANDSCAPE PLAN. G.B. GRADE BREAK (D (E) STORM DRAIN MANHOLE PROJECT BOUNDARY F#j STATION DESCRIPTION TIE-INS BEFORE CONSTRUCTION AND FURNISH AND INSTALL 2 - 4" PVC FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-22. N01IFY ENGINEER OF DISCREPANCIES. SCHEDULE 40 IRRIGATION SLEEVE. @ EXISTING SURVEY MONUMENT 0 (E) GAS VALVE RIGHT-OF-WAY 41.7-PIPE SIZE (E) TRAFFIC SIGNAL TO BE RELOCATED, SAWCUT (IE) E.P. ALONG CENTERLINE OR +FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FPm_1 (E) PG&E GAS PIPELINE MARKER --------------------- SAWCUTLINE 4 W-UTILITY- SEE SEPARATE TRAFFIC SIGNAL AS DIRECTED BY ENGINEER/INSPECTOR. zh z// W-WATER S-SEWER IRR-IRRIGATION MODIFICATION PLAN FOR DETAILS. FFO-1 (E) FIBER OPTIC MARKER PROPOSED E.P. G-GAS D-DRAIN O-OIL (E) CROSSWALK BUTTON TO BE 26 CONSTRUCT 1' WIDE MEDIAN GAP FOR FLOWLINE - (E) CURB AND GUTTER SECTION DESIGNATION:O RELOCATED - SEE SEPARATE TRAFFIC SURFACE DRAIN. Tom-'(E) TRAFFIC SIGNAL PULL BOX lip SIGNAL MODIFICATION PLAN FOR DETAILS. 27 INSTALL END -OF -STREET STANDARD ,,o,--_- FLOWLINE PROPOSED CURB AND GUTTER SEC11ON LETTER A (E) TRAFFIC SIGN TO BE RELOCATED- TYPE III BARRICADEWITH W-31 (CA) SIGN AND OM4-3 MARKER PER DETAIL 3 IC LIP FURNISH & INSTALL INTERCONNECT k- - - - - - - - SEE STRIPING PLAN ON SHEET 4. ON SHEET 3. CONDUIT SHEET WHERE SECTION IS SHOWN 12 (E) CURB AND HANDICAP RAMP TO BE 28 NOT USED. REMOVED. 13 SAWCUT " E.P. 1' BEYOND CENTERLINE 29 WATERLINE TO BE EXTENDED -SEE OR AS DIRECTED BY ENGINEER/INSPECTOR.14 SEPARATE WATER PLAN. (E) ROAD REFLECTORS AND N-1 30 MEDIAN TO BE LANDSCAPED IN THE SIGN TO BE REMOVED. FUTURE UPON DEVELOPMENT ON THE EAST SIDE OF OLD RIVER ROAD. 364 362 F.L. TAPER DATA NO. 1 CL STATION q OFFSET 17+68.60 59.00LT. 17+73.60 58.92LT. 17+78.60 58.69LT. 17+83.60 58.31 LT. 17+88.60 57.78LT. 17+93.60 57.09LT. 17+98.60 56.25LT. 18+28.60 50.75LT. 18+33.60 49.91LT. 18+38.60 49.22LT. 18+43.60 48.69LT. 18+48.60 48.31LT. 18+53.60 48.08LT. 18+58.60 48.00LT. MEDIAN TAPER DATA NO. 2 Ok STATION Ck OFFSET 12+70.00 9.00RT. 12+75.00 8.92RT. 12+80.00 8.69RT. 12+85.00 8.30RT. 12+90.00 7.75RT. 12+95.00 7.05RT. 13+00.00 6.19RT. 13+05.00 5.17RT. 13+10.00 4.00RT. 13+50.00 6.00LT. 13+55.00 7.17LT. 13+60.00 8.19LT. 13+65.00 9.05LT. 13+70.00 9.75LT. 13+75.00 10.30LT. 13+80.00 10.69LT. 13+85.00 10.92LT. 13+90.00 11. OOLT. MEDIAN TAPER DATA NO. 3 CL STATION rk OFFSET 13+08.97 13.00RT. 13+13.97 12.86RT. 13+ 18.97 12.44RT. 13+23.97 11.74RT. 13+28.97 10.77RT. 13+33.97 9.51RT. 13+38.97 7.98RT. 13+68.97 2.07LT. 13+73.97 3.60LT. 13+78.97 4.86LT. 13+83.97 5.83LT. 13+88.97 6.53LT. 13+93.97 6.95LT. 13+98.97. 7.09LT.._j SUMP NO. 1 LINE TABLE LINE BEARING DISTANCE S1 I N89*25'41"W 41.28' S2 N00001'34"W 4.39' S3 S89*58'26"W 4.33' S4 N89*58'26"E 9.95' S5 N00*01'34"W 36.00' SIS S89*58'26"W 9.71 " S7 N89*58'26"E 4.41' S8 NOO*1 7'08"W 187.42' S9 N89038'41"W 5.26' S10 S89038'41"E 11.31' S11 NOO*01'34"W 36.00 S12 N89"38'41"W 11.07' S13 S89*38'41"E 4.62' S14 NOO*02'06"W 122.74' S15 N0644'26"E 29.87' S16 N0004458"E 6.98' S17 S89*1 5'02"E 6.00' S18 N0O*44!58"E 40.00' S19 N89*15'02"W 6.00' S20 N00*44!58"E 10.00' S21 N04*5356"W 12.54' S22 S88*52'59"E 18.51 S23 N00*33'37"E 306.63' S24 N85*36'50"W 19.06' S25 N86*17'47"E 18.33' S26 N1 5*22'04"W 37.97' S27 N89*43'44!W 7.99' S28 S89*30*22"E 8.87' S29 S19*06'47"E 42.32 S30 S0O"09'08"W 309.50' S31 S88*5259"E 18.66' S32 S01 *22'11 2"W 73.29' S05*59'59"W 27.28' SUMP NO. 1 LINE TABLE LINE BEARING DISTANCE S34 S00*06'28"W 414.69' S35 S00*44!58"W 60.00' S36 S06*15'07"W 27.91' S37 S00*01'35"E 404.73' S38 S89*58'26"W 20.00' S39 N00*01'33"W 405.00' S40 N06*15'07"E 27.91' S41 NOO-4458-E 60.00' S42 S89-15-02-E 20.00' SUMP NO. 2 LINE TABLE LINE I BEARING LENGTH S45 S88055'04"E 371.68' S46 S01*04'56"W 40.00 S47 N88*55"04"W 371.68' S48 N01*04'56"E 40.00' S491 S88041'57"E 359.12' S50 S01000'46"E 27.28' S51 N89*00'45"W 360.62' S52 NO2'03$23"E 29.23$ LINE TABLE LINE BEARING DISTANCE L1 S89*1 5'02"E 163.62' L2 S89*1 5'02"E 122.12 L3 S88*1 232"E 117.18' L4 S00*4458"W 1.38' L5 S88*1 2`32"E 81.85' L6 S89'11 5'02"E 48.50' L7 S89*1 5'02"E 188.46' L8 S88*3322"E 157.97' L9 S89*1 5'02"E 133.99' Ll 0 S89*15'02"E 227.42' L11 N89*4228"E 14.02' L1 2 S88*33'22"E 114.20' L13 S89*1 5'02"E 138.71' L1 4 N89*15'02"W 138.71' Ll 5 S89*42'28"W 170.05' L1 6 S89*1 5 02 E 109.50 L1 7 S89*1 5'02"E 15.00' CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA 0 46.92' 30.00' 29.79' 89-36'21 1$ Q 31.42' 20.00' 20.00' 90000,00" 31.42' 20.00' 20.00' 90*00,00" 31.78' 20-00' 20.37' 91-02'30 05 31.05' 20.00' 19.64' 88!57'30 6.28' 2.00 180600,00" 3.14' 1.00 180*00'00" ro 3.14 1.00 3-9-0 .74' 179"42'24" Q9 44.41' 60-00' 23.28' 4272426 10 1.50' 2.00' 0.79' 43*06'06" 11 15.93' 5.50' 44.66' 165-57'50J MEDIAN STA-TION CON'T.: Figi E.C.-MEDIAN CURB 8_LT STA, 16+05.80, C.L. 8.3 i.r. r-LCV. JUL./_J 360 MEDIAN 9AMN', ME01AN STA119N COOL n2o A.P. ON MEDIAN CURB Fii B.C.-FUTURE MEDIAN NOSE 10+81.54, END 90' TAPER '\-'OJ STA. 17+20.00, C.L. 7.00 LT. 1 STA. C.L. 13.00 RT. STA. 13+98.97, C.L. 7.09 LT. T.P. ELEV. 352.51 358 T.P. ELEV. 351.45' T.P. ELEV. 352.33 CURB/MATCH (E) a_ CENTER -FUTURE MEDIAN NOSE B.C.-A.0 CURB/ F211 STA. 18+59.70, C.L. 7.00 LT. XD 356 STA. 10+81.54, C.L. 11.00 RT. F111 BEGIN MEDIAN CURB 3 T.P. ELEV. 352.65' MATCH (E) F3i E.C.-FUTURE MEDIAN NOSE STA. 13+31.66, C.L. 10.09 RT. F22] END MEDIAN CURB/MATCH (EI) 354 STA. 10+81.54, C.L. 9.00 RT. T.P. ELEV. 351.90' STA. 18+58.71, C.L. 7.00 RT-Xi) T.P. ELEV. 351.57' BEGIN FUTURE 90' TAPER T.P. ELEV. 352.64' MATCH (E) F41 BEGIN FUTURE 120' TAPER F121 STA. 13+08.97, C.L. 13.00 RT.(�) R23 A.P. ON MEDIAN CURB 352 STA. 12+70.00, C.L. 9.00 RT. T.P. ELEV. 351.84' STA. 17+20.00, C.L. 7.00 RI T.P ELEV. 351.92' B.C.-MEDIAN NOSE T.P. ELEV. 352.57' 350 B.C.-A.0 CURB/ Ri3 STA. 15+49.98, C.L. 10.09 RT. [-2�4 CENTER-A.C. CURB NOSE F51 BEGIN MEDIAN CURB T.P. ELEV. 352.25' STA. 13+30.30, C.L. 4.59 RT. 348 STA. 13+28.95, C.L. 0.74 LT. T.P. ELEV. 352.09' n14 CENTER -MEDIAN NOSE END TYPE "M" MEDIAN CURB/ "M1" STA. 15+49.97, C.L. 9.09 RT. M25 BEGIN TYPE MEDIAN CURB Ktj IzAa [-61 END 120' TAPER 3 STA 13+90.00 CL 11 00 LT. Fi-5i E.C.-MEDIAN NOSE STA. 16+61.28, C i L. 8.07 RT.____�3 15-r49.95, C.L. 0.09 r%I. 004.41 20+00 T.P. ELEV. 351.95' T.P. ELEV. 352.30' GRADE BREAK 0 MEDIAN CURB a B.C.-MEDIAN NOSE p6i B.C.-MEDIAN CURB STA. 15+32.96, C.L. 7.09LT. STA. 15+47.95, C.L. 9.09 LT. STA. 15+63.97, C.L. 7.84 RT. T.P. ELEV. 352.63' T.P. ELEV. 352.26' T.P. ELEV. 352.72' n27 GRADE BREAK 0 C.L� n29 POINT ON MEDIAN CURBRB (D 8CENTER-MEDIAN NOSE Fi7i P.R.C.-MEDIAN CURB STA. 15+49.95, C.L. STA. 15+93.62, C.L. - STA. 15+47.95, C.L. 8.09 LT. STA. 16+04.43, C.L. 7.86 LT. T.P. ELEV. 352.51 " T.P. ELEV. 352.43' Fqj E.C.-MEDIAN NOSE T.P. ELEV. 352.30n28 SRADgR7A6B0 C.L_� 30 OOAURBSTA. 15+47.96, C.L. 7.09 LT. 5+4, C.L. STA. 13+62.80, C.FnE_� CENTER -MEDIAN CURB T.P. ELEV. 352.31' 18 STA. 16+05.78, C.L. 6.38 LT. T.P. ELEV. 352.50' T.P. ELEV. 352.11 PHASE 1-PARCEL 1 i PHASE 4-PARCEL1 1 PHASE 5-PARCEL 1 j PHASE 6-PARCEL 1 I TEMPORARY SUMP NO. 2 VOL. REQ'D: 0.33 ACYT. TEMPORARY FLOWAGE AND i VOL. PROVD: 0.34 ACYT. DRAINAGE EASEMENT PER I 13TM. ELEV.: 348.81 DOCUMENT NO. 219018213, O.R. t/v - 1 1001 I , DWS ELEV.: 350.06 A 00 FURNISH AND INSTALL 14' WIDE Y S49 DOUBLE GATE FURNISH AND INSTALL 81 B cn TEMPORARY 6' HIGH toot 1 J4801 CHAIN LINK FENCE. 350.D6 n cn I r BOLTS WITH NUTS 2' I.D. STANDARD GALVANIZED PIPE ------- 350428 J1,2x X 2n cCID q I _A_ -- 41 112 A TEMPORARY SUMP CI PANAMA LANE SCALE : 1"=50' NQMS.* 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING AT AN ANGLE OF 45 DEGREES) 2. THE ENTIRE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND SHALL MEET THE FOLLOWING MINIMUM DRY REFLECTIVE VALUES AT 0.2 AND 0.5 DEGREE DIVERGENCE, EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. THE WET REFLECTIVE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY VALUES. THE PREDOMINATE COLOR FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. INCLUDED 1WHITE 'at o.5 -va 45.0 20.0 13.0 6.5 +30 20.0 11.0 6.5 2.9 3. SECTION 57, -TIMBER STRUCTURES- OF THE STANDARD SPECIFICATIONS. CURRENT EDITION, SHALL APPLY. ALL TIMBER TO BE DOUGLAS FIR CONSTRUCTION GRADE S4S. 4. RAILS SHALL BE NOMINAL 2* x 8' OF 2' x 10* *5. WIDTHS OF BARRICADE AND PLACEMENT OF TRAFFIC STANDARD SIGNS SHALL BE DETERMINED/APPROVED BY THE DIRECTOR END -OF STREET BARRICADE 1`03 SCALE : NONE 3 7 + 2.07 L8 7 L9 L1 7 26 m 9 Ix PROJECT BOUNDARY/ I CENTERLINE C.MD 115 8 1 - L1 1 14 13 L1 5 t" AO A DETAIL "AA SCALE: 1"=10' Know what's below. Ca I I before you di M N W 8+00 (N) DETAIL S3 nm I OE) R/W POFrrION PARCEL C P.M.W. 04-0407 PER CERTIFICATE OF COMPLIANCE RECORDED JUNE 16, 2004 PER DOC. No. 0204141076 O.R. END OF CURB & GUTTER (E) E.P. TO REMAIN �-- (N) E.P. (N) Ut I AIL 1115 FUTURE CURB & ._.J �� oC2l " "-' `'^ / i I a, N DETAIL 38 R26 1 1 �' rR26(CA) N' GUTTER �� ©z R26 CA 'NOT A TRUCK R26(CA) �(N) DETAIL 38 R2-1 N) DETAIL 38 R26(CA) i R2 CA) {) (CA # 15 M_ �� FD. K.C.S. CONC. MON. IN `� o n'I ROUTE 15 S8 15 R26{CA} -�- R2 CA) S8 �; 15 -!- �..� t _ 15 (N) CURB & m � 15 1 a � # o 15 H. FOR S.W.COR. SEC. �, -+-3 h' 15 S7 '' (N) CURB &GUTTER �; 0 15 ,_ cr-°' a ac GUTTER AND ,�, °K,' o o a, o $ a o II O r7 0 � NN � m a0 ��, SIDEWALK �? �'. L. v c3 © AND SIDEWALK � x �' as `� 20, 30/27 PER K.C.S. 11 z M 9 o 0 0 ,�; (N) CURB & GUTTER o0 "� cv `g o `a Q Ki rr. . c ai �. a, r. # FILED MAP No. 7-1, BK. [ i o 0 00l # ,a' ' v u'h, ao, ao "' rn `r "' AND SIDEWALK `-' w w ,�'-,, � `� w # ''' --j '� # i i i 3 cn cr c0 .J M J Q --r rn ao © o rn -1 '`� J o _j 1 rn -� J C3 r°�i _..j 6, PG. 28 I j o of I N cn M `n d- I J c5 c3 rn -3 0o J c > m M "' _j °° M _ M c.3 11 NLO ♦+ -1 CJ .! U 00 ..! Ci) ._i IQ ¢ w U N U �'� U �, M Cj M U J U U v .. Z U J V J U Q v Z O # _j 1 I W�r,�r O O 'Q Q 4 M U M C.3 h 06 !- N rQ. N a _..t O w _j Q •rC t[3 rri .z M W c1� Q tN Q tt� W CV -�• 11 W `� •-- W 00 W d WVEST.TENT. N M 1— f`► 00 r h r }.. i-- Cri Q M M W •d' h N i- to NOTART i (._ iQ-1Q-# { W j • nj Q �y Q Cj Q Q> Q 1a- O 1q- O Z C� F¢-- r`.; Q 1� w t`� Ir F t P.M. Z Ci Z L j W sit O S W I r. d= yfj I ' z 0 " ") r7 = P= +- d' !-- Z ♦ z ♦ .-. oo . 251 p rh C] cn W �-- t ; ,.. CS ,., C� ,•� © , _ O 0 ,� ,.� a p L] Z .- Z + # © O z + w 2 + O >n 0 an r. N .--. N PHA 4_ + + + . •. + z + S + I ., i C� 1 C� N N# I Z z+ Z+ 1 W W M aM-- �� eM- .✓ r P 2•" c i It 3 W to { j Z �D + W^ W Z �t�.. v h pp 00 1 Z ,Z Z O Z t� r 0 r i� �✓ e... J a-- �- a- �.i 11 z °r Z r� PA ♦ ♦ {z �' Z A " L Z ..i z Z_ Q C9 Q O Q d Q �' Q G9 e� # Gl Q W !Q- I 1 w }Q. t9 Q Z Z Z Z w F.: W �Q- tC�i i iQ- C3 Q � Q Z h c, s[ Czz1 Q� Q U Q Z h Z h Z h Z h W h Z i" Z t- m� W FQ•- I i m m m N m Z FQ-- tQ- m N m N m N C6 N W N •4 iZsr W W N, m m cn Q N Q to w to W to m aA Q to W (n # m N w cn W cn i {DEVELOPMENTI I If # I OLD RA•NOTE-�,(E) STRIPING TO BE REMOVED WITHIN PAVEMENT # PANAMA LANE REMOVAL AREA IS NOT SHOWN FOR CLARTITY. STREET PLAN -SEE SHEET 3 STRIPING PLAN POMN L C STRIPING PLAN --SEE BELOW cn # „ • .. 4- " � N � N # °�� STA. 10+ 00.00 C.L. TO 20+ 00.00 C.L. ®� CENTER To.35 R PER CERTIFICATE OF COMPLIANCE <c ¢ �N, r _' co „ N M w ,� �Q SCALE: 1" = 50' HORIZONTAL CENTER SPACING o.45 0 RECORDED JUKE 1B, 200co PER DOC. No. 0204141076 O.R. ,.,,3 � v # `� o ca',! � o o TOP DIA 00 cc �W.f U `� M (3 W N U J co M� .��# a ® 0 0.9" �> N °° N RAISED TRUNCATED BASE DIA� 15t ONONM+ W� 0Wm �. O W W N N# N wz N T . co DOME PATTERN (IN -LINE '? v N rZ w # a ©Q _ • _ .1 DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME z w�wcn phi wuwi wzan O�. Wi m cQhn m _HM -H --- W------- _ _w N`_..� z� o= 0 _ _�_ __o N___ �v � Z -' 20+ (N) DETAIL 9,T (E) RITE -AID STORE Score Nark, Note 7. xo' dkr mkow Evaosim G Note X t� & Allier per ,W,t stud Detaf Sr-t__ __________�____ frrrr , 00b Ravv per Slanckrd Deta4 ST lQ ,/f f 50 .AA t)p / lao, lip. I r A J.0' Mh of {ntclre rt ,� iced hter=tions Rig ht-of-woy a o* CoMMotiorr I i v ,. 20' r _ r ..P 2 0% rra erred 1 Joa'rt j 4.0'ty* r t *4.5' w a# load streets offiarwik &vcted by the aty Er ' . vWkft 55' on a# arferiat hard cohdcr streets orrd w edl local streets that am adjxmt to sdioA b*td% coomercid or Wlstria am or as a led by the 01y Enow. NOTES. 1. Ah waftynho axed mo shed co fo m to the oppli e N bpoosion phrt . t of prebmed se+ctbns of the vedkolivs entiftd 'State of Cdifomia, sb* of dovyc redtent caffwww boat cwbm to the O*afnmt of Awsportabba, St hbns : tweofter mqukwmts of the St Sped kow as Vwdard Specikdkns`, cwmt aly Wmved e0w. 9. Sectims of existhhg . mmoW for romeomt be t at the Ws of raMo� as ted by the City 2 A t Streef Aa7hhff issued by the City of &�ersf�d The section remoiaed shot! be a may of 3�0' hr lahgbr and is Firks art must y oil orthhh the samts shah a/97 aide embng jaht ar now /m R t City rot -of -way: cartform ht dmemiv and locatka to the adjxwt erasthag sheds be coosMxted true to and mw secAbn kwovements mum o fact shed coWted to 909 of maxi7w ray &Rdty as dv1vMhW by la CWholka s~ &W be used at h1mvelivs card bw stops ASTM D-1557 to a aerie of &0' below &V of on a# artedof and collector streets and may be used at ad--do-sacs 4 Concrete for ' cwfarm to the mwkwwts of wd kxddes w locxah streets. A9 othrr uses of caMbeatim The St for mow conccrete (mho cwwt are subpct to the avoid of the City . content of 505 /aw )d) Concrete shO caatawr no oaWAw It. Any dowton hzm stodard h hrrisf, cdar, or mat ' s used phar Wroyd is ableableved from the City . ON Nov vd ham the City 5 rater farms shoA be wkced on the side placed next to the 12 TrwOk aS in s~ t$w most be qWvved by the caxhsrete Dail &W be not less leash 1.5' thkk after beivG3fy surfaced Forms and be wetted i7medatefy 1J AN conshttckw shag c000l with cwwt pry to plement of ewm1e. nWkwwts for ADA. 6. Comte surfaces shd be Raced smooth, edged and Um give a a light km rvisk kmmvWy after ' � Ulm loftsad a unifovm tiw of STANDARD white ponente+d d conlomiV to the ��" Stw&d 4vd6CvrlMwi Gamete ' be kept COMBINATION SIDEWALK CHUM s mast untff the axrrbrg is qvliad LESH ► T.S. 7. [Vaosim pints sheet be consb'ucted at each stile of stmcbm at erhds of ad retums curd at 60' max. lnt Mod pkae pints. 20' be p1md at 100' ST-5 hhloWs xrh4 025 marks of 50' het w -H1.5%___i STRIPING LEGEND: STRIPING NOTES: MAX (E) DETAIL 27B S3 SIDEWALK a N(E) STRIPING TO BE REMOVED. S1 (E) MEDIAN TO REMAIN. �EE DETAIL gp� CAL -TRANS TYPE IV ARROW LEFT S2 (N) MEDIAN CURB -SEE STREET PLAN OR RIGHT AS APPLICABLE PER - - - - - - - - FRONT CALTRANS STANDARD PLAN A24A. S3 (E) STRIPING TO REMAIN. 8 S5 (E) DETAIL 29 � EDGE OF �~-.� CAL -TRANS TYPE VI ARROW PER PAINT MEDIAN NOSE WITH STANDARD SIDEWALK CALTRANS STANDARD PLAN A24A. S4 lB S1 TRAFFIC YELLOW COLOR. g S3 0° 00ofl CAL -TRANS TYPE i ARROW PER S5 REMOVE (E) STRIPING. !-{E) DETAIL 3 O �" x ao CALTRANS STANDARD PLAN A24A. 000Otti Q 0�� CAL -TRANS TYPE it ARROW C } o°o°o°ori�Soo S6 REMOVE E PAVEMENT MARKINGS. 9°% MAX 000aoo 000000 9% MAX AT CURB oo°Oo 0 0°0 0: AT CURB LEFT OR RIGHT AS APPLICABLE 0*0000 00000 S7 RELOCATE (E) TRAFFIC SiGN. STOP (E) CURB GUTTER # __ _ ` "STOP" MARKING PER CAL -TRANS DLL ��, AND SIDEWALK TYP.. M A STANDARD A24D. S8 (N) PAVEMENT MARKINGS -SEE LEGEND. ce N N �-----__--� , „ o S a [ _ ),�) BIKE LANE MARKINGS PER CAL -TRANS S9 {E) PAVEMENT MARKINGS TO REMAIN _ _ © STANDARD A24C. 6 h CASE A TRACOW-UNIT - �� i 10 PAINT 12" LIMIT/CROSSWALK LINES USING -' �' [ [ GUTTER (E) PAVEMENT MARKINGS THERMOPLASTIC PAINT PER CALTRANS . ` 52, 122 v I i F10WLINE STANDARD SPECIFICATION ON SECTION 84, [ [ TOP OF RAMP 4'-2" MIN (E) EXISTING a �'� # [ [ ___ ___ ROUNDED LATEST EDITION. ' __ (N) NEW Sit FOR TRAFFIC SIGNAL -SEE SEPARATE a N C�.W N I [ I rt- BC BEGIN CURVE TRAFFIC SIGNAL MODIFICATfON PLAN. _ _ _ _ [ 1.5% MAX E--� Oil I 011,10 i5lAr&/<e �� ¢ N !;, i iEC END CURVE �7.5% MAX 12 FURNISH AND INSTALL TRAFFIC SIGN PER E L P i ��,,� � ��,.,,�,.-�' � - ®`� SEE NOTE 8 SECTION A -A K.C.D.S. KERN COUNTY DEVELOPMENT STANDARD C.O.B. STANDARD. \�� - r �''--- - - - - - NOTE• SEE CAl TRANS TRAFFIC MANUAL FOR DETAILS 13 SAWCUT LINE - SEE SHEET 5 FOR DETAILS. P.M. 1 1 P 1 I P.M. BK ¢ PG. 105I a FD. K.C.S. CONC. MON. IN L.H. FOR S.W. COR. SEC. 20, 30/27 PER K.C.S. FILED MAP No. 7•-1, BK. 6, PG. 28 (E) CURB & GUTTER AND SIDEWALK TYP. PER TR. XXXX (UNDER CONSTRUCTION) CURB RAM[- DETAIL $$1 ALL PERMANENT PAVEMENT MARKINGS TO BE 14 REMOVE (E) TRAFFIC SiGN. STRIPING PLAN IN ACCORDANCE WITH CALTRANS REVISED 2015 STD. A88A THERMOPLASTIC PAINT PER CALTRANS STANDARD STA. 0C.L.O 24+00. 0 C.L.CALE: NONE SPECIFICATION ON SECTION 84, LATEST EDITION. 15 FURNISH AND INSTALL (N) TRAFFIC SIGN. OLD RIVER ROAD 20+00. 0 C. 0 L NOTE: (E) STRIPING TO BE REMOVED WITHIN PAVEMENT ALL STRIPING TO BE WATERBOURNE PAINT. STREET PLAN -SEE SHEET 2 SCALE: 1" = 50' HORIZONTAL REMOVAL AREA IS NOT SHOWN FOR CLARTITY. 1s ALL TRAFFIC SIGNS SHOWN ON PLANS SHALL STRIPING PLAN -SEE ABOVE BE PER CALTRANS STANDARD DESIGNATION AND CAL I f I I I I i I I I i I I a i i i I h f � � i I i i i i I I i i i I i I i MU C LATEST EDITION. o h PHASE 9i i 1 o " �,.J h ~ ~ �' h ARC 1 s O N 00 rn N CV M O n d. m 00 t^ co h ty _ , •d- N oo I � pop _ j �0p 0o ao .c� �t r� o r� p o o M 00 . . P.M. 1 as _j _.h .= { M _j M .J "� d iQ- st . P. 51 d d I rn st _t O CJ O O � tf) ( ..1 !'�" [ I I [ [ [ I [ [ r.. --1 -- . ¢ ¢ r�i n Uj [ $ [ [ [ I EX. STORAGE BUjLDiNG [ [ [ N [ [ I { _, v .M_., cJ3 P B 1�° P 1 "' ci M v .; .� v _, c i N B. . P 51 I o --3 F P L 1 00 --� o .� i ''' --� n _i . , �' �a- �- .�r CD [ N [c? [ [ [ i [ [ [ _., [ [ 1 i Q Q _' Uj ao 0o h 0o h 06 SE 4- L 1 c3 c.3 0 C3 � v r� � o _; 00 .J rn _.i � � m t- i F" �.. '`z a� `� rn w rn W rn uS Z Z _ i •aC P. .1 51 [ r� ! __ __� L-_--_J L_......-_J L_---J L___i L_---J 1 # I o W w cfl w ��pp c o N o N Sri Lri r h ¢ PHASE 6- v v M C) to C) [ N m - W 1\ 00 8 d• C] si I N N W F- rn O h ci 0 O w O Z Z w -.I C i _j CS N C 3 a G i # cfl cfl + + rn z + z + p °° F- Z W N W .� r: o ai Sri ,� o Q o" _ _ .-. I z+ z+ N w i .�. z N P �L 1 h rn h a� co cfl [ ¢ .� w I o.- o z n. c± (©+ a + o mj. a + z + z + a_i ai w 00 l i 00 I Uj � II .,`Z if Fa z a I a. + -a• INTERCONNECT 11-%z 'LO z 't? w o w o m [ Q ao uj Ui o- 1 QQc�¢ ziQ-a Q�'Q cTQ o Q W.- r- z z o i±°-n r c+, I t[)oWh cn;05W vh W cn Z h m Cr) m cn w chn 4 CONDUIT ©a o ,� W t_ Q W. •- w •- Z •- Z r oa ao •- 00 m cn {N) DETAIL 38 ``' "'_}_ 15 a ¢ chn SEE SHEET 3 15 z �~- z i- m cn 15 ``' a v a v 15 ii a 'W to W cn m N ¢ a a ¢ o ¢ = E COMMERCIAL STORAGE BU#LC1NG [ [15 {) / 1 {) /yy 6( {R26 CA SS w c~n w N[ m cn W � cn z an E R W 15 R26CA R26(CA} S8 E R S$ 2 CA S8 I 1 W r-- z Q h (E) CURB & GUTTER [ [ '.- t CA ( - i ( } R26(CA) i I°�` [ AND SIDEWALK TYP. {E) DETAIL 278 S3 I I W -H i N) DETAIL 38 \ --_____a ------- ---------------_---_---________, L-_---_ _--__-_-_ { (N) DETAIL 38 •- ` i LS 1 1 p w i SS d' (N) DETAIL 3 S8 (N) DETAIL 9 1 S8 {} N DETAIL 39 `'' 11 N DETAIL 27B I i S8 M S8 Il ,�V��,�� 13 S8 (N) DETAIL 22 SS (N) DETAIL 29 1 S2 I i Fl�� 14 I S1 (E) DETAIL 27B(T) S5 it S5 (N) DETAIL 38 S4 i 11+00 12+00 13+00 16 17710 ++00- 20+00 cci 15+00 _ - - ------------------- DETAIL __7 i O 13 {N) 29 15 N) DETAIL 38i - -- 3 -- HELD FOR LINE, 0.21' il, a i (� to {E) DTL 22 �` 13 S. OF CENTERLINE I � _ �S3 _ _ _ _.... _ N} DETAIL 276 _ � (E} R/W _ _ M�_) DETAIL 276 _ ...... _ _ _ _ EX. A.C. PAVED ROAD FD. CONC. MON. W/ B.C. MKD. RCE a0 # (N) E.P. _`_rr _ I z® _ _ _ _ _ _ _ _ -- _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��..�.� � -=-�`�-�---�-- >- I 33448 IN L.H. PER TRACT 6678 S11 ......._ ____ ...______ _ _ _ _ ___ _ ____________ _-_ ___ _ _---_^____-- ______----______ FOR UN ao h o: �'�-' � . -- ___________ -_,.. _ __- _- � - _�.-.�._...� �� .� 3 M. BK s0, PG 44 (HELD E � FD. CONC. MON. W/ B.C. MKD. , ' ____ __________ _ _ ! �c 0.04 S. OF CENTERLINE) # � J a� a m 33448 IN L.H. PER TRACT 6678- --� N u� / •- o N FUTURE CURB & GUTTER a, � - r U U m I n N N f� M ,,� �, �, ^ h M. BK. s0, PG. 44 (HELD FOR LINE, _ _ _LS _ _ _ _ _ Q i # � o 0 0 � M � ..,., It m .- r. �; � Q N o � 0.02 S. OF BOUNDARY} � -�- � 000 ¢ _ r N I N c"'`i `� -j r° i -? a ' c, _i o c� ° _j ao --1 N (E} CURB GU TER N a W o o t- W raa rh 11 N -' U U U N •-j _, v '� U N AND SIDEWALK TYP. o_ 3 O O W Q m CV 11 J Q U hQ•- .[ Ki v cv" i U U Q -h nj CD EEE e- 2 m W 00 11 'GC 15 N WfQ N f( J M (Q �✓Z i. - W r, Cl .- W �: h M 00 W CA h N (�j• Z Q Q Z #♦ ct I1 W CJ .- ^�-` M G] 00 W Ui T A PA W h m a0 W of W _! a w CL. o o ,� z c3 a� Q �- w I # o U # h i-- O= r Z .... ♦ + Q♦ M ♦ Q .J cN Z M Z 1) i \Zi + v .`�- Z v- r-- N ^ 1' � 0-+ `Zi M Z r r" M TRACT . W U # C� I •� W fQ- 11 z •- z V Z `- , r Z •- `-' cw] � { .... W ,h M M an 11 z � h `a � iQ- w iQ- o •`r � •s w tQ- z w I � # M.B.� 44 m� I i w m W Q ~ w cn m N , cn m cn W cn- 11 z W h m� cn z h-- 11 �0 I W cn I # ' ;cn # # I IIPANAMA LANE m +I STRIPING PLAN NOTE: (E) STRIPING TO BE REMOVED WITHIN PAVEMENT STA. 10+00.00 C.L. TO 20+00.00 C.L. REMOVAL AREA IS NOT SHOWN FOR CLARTITY. SCALE: 1" = 50' HORIZONTAL Know what's b@SOW. Call before you dig. 60' (E) R/W 54' 6.1L5 24.13' 29.87' 0)V AV t5�� S/W2# (E) A.C. I G.B./CROWN-,, 0- -0.625 PAVEMENT 94' wu: E GROUND .1-% 2.0% --- 2.99X 2-OX ) cn OE GROUND 4. :)0;0;0'0000000000< OE 000000"'O-O-U, '�\ 7 L0.45' A.C. PAVING 2 FUTURDIAN E L1.30' AGG. BASE ME 0.75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 957. TI = 9 /00'*�Ri OLD RIVER ROAD @ STA. 10+93.42, C.L. SCALE: 1"=10' 72' (N) R/W A 60' 12' AV 24.42' 35.58' 5.00' 6.125 S/W LO.875' NA G.B./CROWN-\, 0.625' 2* (E) A.0 I a. U PAVEMENT 9 4� w 0% 2% 2. 2.70 a ;0, CELqOUND 0 0 0on n "T Q Q000000000 4. ,?-. . 0 0 0,0,0, -0.45' A.C. PAVING 1 2 FUTURE 1.30' AGG. BASE MEDIAN 0.75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 95% TI = 9 OLD RIVER ROAD . �5 @ STA. 12+00.00, C.L. SCALE: 1"=10 -7'")' (N) R/W [ 60' 12' 22.95' 37.05' 5.OV 6.125' 0.875' =3 (E) A.C. OWN G.B./CROWN _j 0.625! 2* PAVEMENT I 4! LL: ui1 2 MP 2.0% 2.0% 3.01% z 0 0 000000 0 0 0000 4. � FUTURE 0.45' A.C. PAVINGQ 1 2 MEDIAN 1.30' AGG. BASE 0.75' COMPACTED SUBGRADE COMPACTED TO 95% R VALUE 29 11 9 OLD RIVER ROAD @ STA. 12+90.00, C.L. SCALE: 1 "= 10' 72' '(E) GROUND (N) R /W 11.00' 60' -I 12" 1 5.87 5.1S 20.68' 37.05' 5.00' S125' 0.875' 1 (E) A.C. /W 0.625' J 2' PAVEMENT LL: X E GROUND <=3 2.71% cn 2.015wo 00-0.0 0'1�' nanv0000 -0 -0�'o 0 360".00000000 0, 4-1 Tay 0.45' A.C. PAYING FUTURE 0.75' COMPACTED SUBGRADE 1.30' AGG. BASE MEDIAN COMPACTED TO 957. R VALUE = 29 "n = 9 R� OLD RIVER ROAD 5 @ STA. 13+90.00, C.L. SCALE: 1"=10' rzo ul (N) R/W 9.23' 57.79 11.56' 4.10' 5.13' 19.4 38.35' i 4.56' S 1 25'7w 0.875' A r. qW - - -_ ')s (E) A.C. PAVEMENT, 9W cr_ a- J W Q. t.L* cl-N01 E GROUND 2.0% cn 2.847* W z ' 27o D,CD, ;000'0'0.0000cQ'0."0000'aaaQaa aQQQQQQD 0 0 0, GRAND00 FUTURE L0'45' A.C. PAVING 1 2 MEDIAN 0.75' COMPACTED SUBGRADE 1.30' AGG. BASE COMPACTED TO 957. R VALUE = 29 tOR5\ OLD RIVER ROAD 'n = 9 @ STA. 15+36.06, C.L. SCALE: 1"=10' 69.28' (N) R/W 57.73' 11.55<'A>) 1 6.87' 3.41' 9.1 38.30' 4.55' 6.125' 0.875' PAE�ENT I S/W a-0.625' 2' 0: __j E GROUND 3z 2.0% W ui %-., 2% 2,07* 0 0 0 0 0 0 0 2.84% 0, 00 0 06 70 0 n I L0.45' A.C. 3 L 1.30' AGG. BASE .75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 95% 11 = 9 OLD RIVER ROAD 0 STA. 15+39.80s C.L. SCALE: 1"=10' 69.35' (N) R/W 66.00' (N) R/W 55.00' 11.00, 4.58' 2.42 13.32' 34.68* 4.00' 6.125' S/W -0.875 0.625' 2* cr- 4\1 LA: 2% cn 2.11% 1.62% 2.00% Z:11 A <,2 0 �4 �474A 0 0 0 0�ogo tn'_'gogoo (E) A.0 0go PAVEMENT L0.4V A.C. PAVING 1 2 3 1.30' AGG. BASE 0.75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 95% TI = 9 OLD RIVER ROAD @ STA. 17+20.00, C.L. SCALE: 1"=10' 25.00 (E)_qN 0 fE)_GROUND CELGWU fE) GRCqqD 25.00' 25.00' 29--ft. - -7.5S 10.47 ct; w WCL _CE)m La I PRWND 2.44% GROUND GROUND (E) R/W 0 *Ww "" ww* WV" 0.75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 957. 11 = 9 OLD RIVER ROAD trj 0 STA. 18+44.41, C.L. SCALE: 1"=10' (t) R/W GROUND GROUND 9.%J%l n%7w. 1jm1;1_ 0 JV COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 95% TI = 9 OLD RIVER ROAD ® STA. 19+05.52, C.L. SCALE: 1"=10' 66.00' (E) R/W 1.00(N) R/W 1 59 O on' 7.00' 7.00' 12.uij 39.15! 6.125' 0.875' { �`' S/W CL 0.625' 2s (E) GROUND 2-04% aaa�agia�4 GROUND %�'��`'r� aQo� ° ° ° aa°a�a\�`jt `\��` j�(E) w 0.45' A.C. PAVING 3 1.30' AGG. BASE 0.75! COMPACTED SUBGRADE R VALUE - 29 COMPACTED TO 95% 11 = 9 OLD RIVER ROAD 1\ 5 @ STA. 19+95.52, C.L. SCALE: 1"=10' A%E 0 KI 0 " 'k j / IT 111,00i O 1 0.75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 95% TI = 9 OLD RIVER ROAD rj @ STA. 21+15.52, C.L. SCALE: 1 "= 10' 25.00' 55.00' (E) /W 17 21 - (N) R/W _4 I j 3.82' 14.18 2' 5.00, 19.15' 26.85! 1-5.13 2'----- \,- . ov 4m 0- W 0- W .625 -2 _j OZ a U E GROUND E__ D' 2.15% 1. 2.45% (E 0 0 c aaa000a 0�j "LND 0 0 ')0000 ('0000 Qa O 0a0oo VIVIVIV 0 4-1 8.12' 56.40' 6 < 11.28'� 1.96 6.16 19.73' 36.67' Iv- A v 4.28* 6.125' 0.875' S/W .0.625' 2' (E) A.C. PAVEMENT a -4\�. (Q GROUND(E) Nc' 1.8%) 108UM 2.23% LLJ ZA I 27* GROUND ovo 'y 0 ;0Q00g0'0u0v0y u W I 0 0�. 000'0'�O�. y000000u Q" 0 0 080�0;0�080� 909090 o - -0_0_ 0 CE) GROUND_ L-0.45' A.C. PAVING 4 0.75' COMPACTED SUGRADE 1.30' AGG. BASE i COMPACTED O 95% R VALUE 29 6R)\ OLD RIVER ROAD 11 = 9 516+ . STA27.78, C.L. J @ 0 SCALE: 1" =1 0' LL0.45 A.C. PAVING I u 1.3V AGG. BASE 0.75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 957. TI = 9 AR*�j OLD RIVER ROAD 5 @ STA. 22+02.18, C.L. SCALE: 1"=10' 25.00' 55.00' (E) R/W A 48.00' 0.75' COMPACTED SUBGRADE R VALUE = 29 COMPACTED TO 95% 11 = 9 jOLD RIVER ROAD 5 @ STA. 22+70.00, C.L. SCALE: 1"=1 0 UE GROUND JE)__q3CLUND 59 2# TO 0' TO SEE PLAN FOR MEDIAN CURB CUT (i) A.C. (E) A.C. 4 PAVEMENT PAVEMENT OLD RIVER ROAD 0 STA. 23+55.00 C.L. SCALE: 1"=10' 14' _CEj A A.C.kt PAVEMENT 4 4 PAVEMENT A1 OLD RIVER ROAD 5 @ STA. 24+70.00 C.L. SCALE: 1"=10" CONSTRUCTION NOTES- OCONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. OCONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST-5 (SEE DETAIL ON SHEET 4). OCONSTRUCT TYPE "M" MEDIAN CURB ON THE EAST SIDE OF CENTERLINE PER C.O.B. STD. ST-2. SEE ALSO DETAIL "'I" ON SHEET 6. OCONSTRUCT TYPE "M-1" TACK ON MEDIAN ON THE WEST SIDE OF CENTERLINE PER C.O.B. STD. ST-2. SEE ALSO DETAIL "1' OCONSTRUCT HANDICAP RAMP PER CALTRANS REVISED STD. PLAN R.S.P. A88A CASE "A" -SEE DETAIL "1" ON SHEET 4. OFURNISH & INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST-23. O7 DEMO (E) PAVEMENT AND RE -CONSTRUCT. Og CONTRACTOR TO VERIFY EXISTING TIE-INS BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF DISCREPANCIES. O(E) TRAFFIC SIGNAL TO BE RELOCATED, SEE SEPARATE TRAFFIC SIGNAL MODIFICATION PLAN FOR DETAILS. (E) CROSSWALK BUTTON TO BE RELOCATED -SEE SEPARATE TRAFFIC SIGNAL MODIFICATION PLAN FOR DETAILS. (E) TRAFFIC SIGN TO BE RELOCATED - SEE STRIPING PLAN ON SHEET 4. 12 (E) CURB AND HANDICAP RAMP TO BE REMOVED. 13 SAWCUT �E� E.P. 1' BEYOND CENTERLINE OR AS DCTED BY ENGINEER/INSPECTOR. 15 (E) OVERHEAD UTILITY LINES TO BE RELOCATED BY OTHERS. 16 (E) SIGN TO BE REMOVED OR RELOCATED. PAINT MEDIAN NOSE WITH STANDARD TRAFFIC YELLOW COLOR, SEE STRIPING PLAN ON SHEET 4. MEDIAN TO BE HARDSCAPED PER C.O.B. STD. DETAIL L-12. 19 (N) TRAFFIC SIGN -SEE SHEET 4. CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STANDARD DETAIL T-14. (E) TRAFFIC SIGNAL BOX TO BE RELOCATED -SEE TRAFFIC SIGNAL MODIFICATION PLAN. FOR TRAFFIC SIGNAL -SEE SHEETS 6 THRU 9 FOR TRAFFIC SIGNAL MODIFICATION PLAN. MEDIAN TO BE LANDSCAPED -SEE SEPARATE LANDSCAPE PLAN. FURNISH AND INSTALL 2 - 4" PVC SCHEDULE 40 IRRIGA110N SLEEVE. SAWCUT (E) E.P. ALONG CENTERLINE OR AS DIRECTED BY ENGINEER/INSPECTOR. 26 CONSTRUCT 1' WIDE MEDIAN GAP FOR SURFACE DRAIN. INSTALL END -OF -STREET STANDARD TYPE III BARRICADEWITH W-31 (CA) SIGN AND OM4-3 MARKER PER DETAIL 3 ON SHEET 3. �g NOT USED. 29 WATERLINE TO BE EXTENDED -SEE SEPARATE WATER PLAN. 30 MEDIAN TO BE LANDSCAPED IN THE FUTURE UPON DEVELOPMENT ON THE EAST SIDE OF OLD RIVER ROAD. < > ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED PER FINAL PARCEL MAP NO. 12251. X8 IN 6 X7 + Ii 2 S1 Ni4 <1 C-4/ ry ry LJ.J _j c� 0 cy- SAWCUT LINE STATION 5AMUI LINE STATION CROSS SECTION STATION: OLD RI ROAD: EANAMA LANE; m OLD RIVER ROAD A.P. SAWCUT LINE PER FS311 A.P. SAWCUT LINE STA. 12+68.00, C.L. nsi NOTE 13 STA. 10+82.32, C.L. nx2 OLD RIVER ROAD STA. 10+00.01, C.L. 1.00LT. T.P. ELEV. 351.87' MATCH (E) T.P. ELEV. 351.62' MATCH (E) STA. 13+89.93, C.L. P 3 A.P. SAWCUT LINE Fs-2i GRADE BREAK STA. 16+61.27, C.L. 6.32 RT. OLD RIVER ROAD STA. 10+46.49, C.L. 1.00LT. T.P. ELEV. 352.45' MATCH (E) nX3 STA. 15+38.08, C.L. T.P. ELEV. 351.13' MATCH (E) A.P. SAWCUT LINE nx4 OLD RIVER ROAD - ns3 POINT ON SAWCUT LINE STA. 18+59.72, C.L. 5.25 RT. STA. 15+80.97, C.L. STA. 10+81.59, C.L. 1.00LT. T.P. ELEV. 353.44' MATCH (E) Fx5i OLD RIVER ROAD T.P. ELEV. 351.17' MATCH (E) A.P. SAWCUT LINE STA. 17+92.03, C.L. POINT ON SAWCUT LINE ® STA. 18+59.70, C.L. 7.00 LT. OLD RIVER ROAD STA. 10+93.44, C.L. 1.00LT. T.P. ELEV. 352.65' MATCH (E) T.P. ELEV. 351.20 MATCH (E) END SAWCUT LINE/ FX16 STA. 23+20.13, C.L. POINT ON SAWCUT LINE MATCH (E) OLD RIVER ROAD STA. 11+83.44, C.L. 1.00LT.- STA. 18+59.63, C.L. ±46.00LT. FX71 STA. 24+07.18, C.L. T.P. ELEV. 351.11 MATCH (E) END SAWCUT LINE/ OLD RIVER ROAD S6 POINT ON SAWCUT LINE MATCH (E) STA. 25+06.06, C.L. STA. 10+82.32, C.L. ±18.00RT. STA. 12+48.43, C.L. 1.00LT. PANAMA LANE T.P. ELEV. 351.07 MATCH (E) END SAWCUT LINE/ nX9 STA. 13+28.95, C.L. POINT ON SAWCUT LINE P3 MATCH (E) PANAMA LANE S7 STA. 12+70.00, C.L. 1.00LT. STA. 16+61.36, C.L. ±28.00RT. 99 STA. 14+48.87, C.L. T.P. ELEV. 351.05 MATCH (E) nS8 POINT ON SAWCUT LINE/ nx, i PANAMA LANE POINT ON (N) 120' MEDIAN STA. 15+93.62, C.L. TAPER PANAMA LANE STA. 13+30.00, C.L. 1.00LT. STA. 18+58.71, C.L. T.P. ELEV. 351.09 MATCH (E) POINT ON SAWCUT LINE STA. 13+61.38, C.L. 1.00LT. T.P. ELEV. 351.12 f POINT ON SAWCUT LINE STA. 23+21.09, C.L. 5.00 RT. T.P. ELEV. 352.39' 11 POINT ON SAWCUT LINE STA. 23+21.08, C.L. 7.00 RT. T.P. ELEV. 352.36' in POINT ON SAWCUT LINE STA. 15+36.07 ' C.L. 1.00LT. POINT ON SAWCUT LINE STA. 15+39.80, C.L. 1.00LT. POINT ON SAWCUT LINE/ POINT ON (N) MEDIAN CURB STA. 15+82.79, C.L. 1.00LT. T.P. ELEV. 351.14 MATCH (E) POINT ON SAWCUT LINE/ POINT ON MEDIAN CURB STA. 16+02.66, C.L. 1.00LT. T.P. ELEV. 351.17 MATCH (E) in POINT ON SAWCUT LINE STA. 16+27.78, C.L. 1.00LT. T.P. ELEV. 351.21 MATCH (E) Fil POINT ON SAWCUT LINE STA. 16+43.23, C.L. 1.00LT. T.P. ELEV. 351.22 MATCH (E) POINT ON SAWCUT LINE in STA. 16+54.95, C.L. 1.00LT. T.P. ELEV. 351.22 MATCH (E) pi POINT ON SAWCUT LINE STA. 17+20.00, C.L. 1.00LT. T.P. ELEV. 351.33 MATCH (E) r2q POINT ON SAWCUT LINE STA. 17+57.24, C.L. 1.00LT. T.P. ELEV. 351.44 MATCH (E) F21 POINT ON SAWCUT LINE STA. 17+92.03, C.L. 1.00LT. T.P. ELEV. 351.54 MATCH (E) A.P. SAWCUT LINE STA. 18+30.65, C.L. 1.00LT. T.P. ELEV. 351.64 MATCH (E) A.P. SAWCUT LINE 21 STA. 18+43.31, C.L. 3.44LT. T.P. ELEV. 351.61 MATCH (E) F2A END SAWCUT LINE/NEW E.P. STA. 18+43.31, C.L. 25.00LT. T.P. ELEV. 351.08 MATCH (E) A.P. SAWCUT LINE/ P2 MATCH (E) STA. 23+21.32, C.L. 25.00LT. SCALE: 1 80' p END SAWCUT LINE/ 80 40 0 80 160 2 MATCH (E) STA. 23+20.78, C.L. ±46.00RT. - - - - - - - - - - - - - - - - - - - - - - - - S4 SUMP --7(MN TEMPORARY L__J S3 S31 (E) E.P. iX9 10 xi 3 3 si ro 3 q INTERSECTION - - - - - - +U 00- STA. 10+00-00, C.L., 3 SAWCUT LINE 3 OLD RIVER ROAD= STA. 10+00-00, C.L., R/W (N) E.P. (E) E.P. FUTURE FLOWLINE PANAMALANE ---------------------- ---------------- ------------ PANAMA LANE PAVEMENT SAWCUT AND PAVEMENT REMOVAL EXHIBIT REMOVAL AREA SCALE: 1"=80' -------- SAWCUT LINE S2 SAWCUT LINE STATIONING X3 CROSS SECTION RANGES Know what's below. Call before you dig. S7 xi S6 71 93! cl: uj :s 91 72' < to Iw X (E) R/W 70' 30) (E) R/W 6.0' v 5.5' 64! a- 21 Lu 2* • 46.31' 17.69" 17.93' �9,• 4-0j a- 0TONNA Lu 7 ui 0 1,00 E GROUND 2X ST40 w a vououou w1v 0 0 0 0 vlo 0 06060;0 0,0, 0, 2 o eso 0 4.MAN JE) GROUND 2 1 0.45' A.C. PAVING- FUTUREMAX.-�j 1.30' AGG. BASE MEDIAN R VALUE = 29 0.75' COMPACTED SUBGRADE - 11 = 9 COMPACTED TO 95% rFiPANAMA LANE 0 STA. 10+83.36, C.L. SCALE: 1 "= 10' jo_jFOUND � �0__P_ROUND (E) R/W 6.0' 70 f 1.%JV r1\7%7. Ur%%JL- m'ul'l R VALUE = 29 0.75' COMPACTED SUBGRADE J TI = 9 COMPACTED TO 95% P2 PANAMA LANE � �6 0 STA. 12+46.98, C.L. SCALE: 1"=10' (N) R/W 71.00' (E) R/W 5.07' 65.93' A r, n, 30, (E) R/W 30, (E) R/W r_oE GROUND UE GR OUND 5.5' 64' 21 s - 49.08' 14.92' 14.06' 13.25' IOAR�0000_u Zo ,t A-10 a: 3� 7 CL 0- 2' a: ?..fj _(E) GROUND 2.27% w N_-T-ou _77--h 1/755 \ 4;;o;;oO,on o'o'o'o'o 0 0 0 v 0, ___ v Q 0 0 0'0�vojo 0., , ou .4. 0s, (E) GROUND 2Y Cl_�-) 045' Air PAVING- 11 1 J • FUTURE 1.30' AGG. BASE MEDIAN R VALUE = 29 0.75' COMPACTED SUBGRADE - 11 = 9 COMPACTED TO 95% P3 PANAMA LANE � �6 0 STA. 13+22.98, C.L. SCALE: 1"=10' E GROUND 2 MP I \±j \ 0.45 A.C. PAVING- 1.30' AGG. BASE R VALUE = 29 0.75' COMPACTED SUBGRADE 71 = 9 COMPACTED TO 95% ��P4 PANAMA LANE K:V @ STA. 13+90.00, C.L. SCALE: 1"=10' j�)_GROUND Ao GROUND R/W 71' jol (E) R/W 61' - A- - A- 64! 5.5' i 51.02' S/w 21 z 1.96% (N) R/W 11' (E) R/W 69.40' 4N 58.40' -,I- 62.40' 30' (E) R/W 12.98' 28-09' 4.39'--6.61- 0 13.08 1.87 1 0 0 0,2 S'02 R VALUE = 29 0.75' COMPACTED SUBGRADE J 71 = 9 COMPACTED TO 95% rP5's\ PANAMA LANE 0 STA. 15+32.96, C.L. SCALE: 1"=10' a- w Lu 11 30' 2 10 GROUND 10 GROUND la: 20, _UE GROUND ND (E) R/W 2 �0__GR(OUND) 10 GROUND GROUND _oE GROUND (N) R/W 68.89' O11'(E) R/W 57. 9' v 6.0' i 61.89 -17 R VALUE = 29 0.75' COMPACTED SUBGRADE TI = 9 COMPACTED TO 957. ��P6 PANAMA LANE @ STA. 15+61.24, C.L. SCALE: 1"=1 0' (N) R/W 67.46" ck I - A - I - 30' (E) R/W 1 _ ..VV. -1'_. R VALUE = 29 0.75' COMPACTED SUBGRADE 'n = 9 COMPACTED TO 95% rP'PANAMA LANE Q6 0 STA. 16+39.80, C.L. SCALE: 1"=10' 30' (N) R/W 66' O 11 55 (E) R/W 6.0 56' 5.5' 37.07' 24.71' M GROUND 4.1 YN 0- 0- 10-TO-U w z 2% 3.0% 10-GROUND 0000000wo,ow 0 0 0 0 0,0, o -, - "( '! -Rnaa00 000 0 0 ri 'a 2 1 0.45' A.C. PAVING- 1.30' AGG. BASE R VALUE = 29 0.75' COMPACTED SUBGRADE J TI 9 COMPACTED TO 95% 14! rP*8"*PANAMA LANE �6) 0 STA. 17+68.60, C.L. SCALE: 1"=10' 2' (E) R/W 0 UNE (E) A.C. !*%PAVEMENT 7_0E GROUND JE) GROUND 7_(E)_qkOUND _oE GROUND CONSTRUCTION NQTES:- OCONSTRUCT TYPE "B" CURB & GUTTER 15 (E) OVERHEAD UTILITY LINES TO BE PER C.O.B. STD. ST-1. RELOCATED BY OTHERS. OCONSTRUCT 5.5' COMBINATION TYPE (E) SIGN TO BE REMOVED OR RELOCATED. SIDEWALK PER C.O.B. STD. ST-5 (SEE DETAIL ON SHEET 4). PAINT MEDIAN NOSE WITH STANDARD OCONSTRUCT TYPE "M" MEDIAN CURB ON TRAFFIC YELLOW COLOR, SEE STRIPING THE EAST SIDE OF CENTERLINE PER C.O.B. PLAN ON SHEET 4. STD. ST-2. SEE ALSO DETAIL "'I" ON MEDIAN TO BE HARDSCAPED PER C.O.B. SHEET 6. STD. DETAIL L-12. O CONSTRUCT TYPE "M-1" TACK ON MEDIAN t9 (N) TRAFFIC SIGN -SEE SHEET 4. ON THE WEST SIDE OF CENTERLINE PER C.O.B. STD. ST-2. SEE ALSO DETAIL "1' UTDAN OP�NING pER HANDICAP RAMP PER C.O.B. STANDARD DETAIL . OCONSTRUCT CALTRANS REVISED STD. PLAN R.S.P. 21 (E) TRAFFIC SIGNAL BOX TO BE A88A CASE "A" -SEE DETAIL "'I" ON RELOCATED -SEE TRAFFIC SIGNAL SHEET 4. MODIFICATION PLAN. O FURNISH & INSTALL 9500 LUMEN Q FOR TRAFFIC SIGNAL -SEE SHEETS 6 STREET LIGHT PER C.O.B. STD. ST-23. THRU 9 FOR TRAFFIC SIGNAL O7 DEMO (E) PAVEMENT AND RE -CONSTRUCT. MODIFICATION PLAN. gOCONTRACTOR TO VERIFY EXISTING 0 MEDIAN TO BE LANDSCAPED - SEE TIE-INS BEFORE CONSTRUCTION AND SEPARATE LANDSCAPE PLAN. NOTIFY ENGINEER OF DISCREPANCIES. Q4 FURNISH AND INSTALL 2 - 4" PVC O(E) TRAFFIC SIGNAL TO BE RELOCATED, SCHEDULE 40 IRRIGA110N SLEEVE. SEE SEPARATE TRAFFIC SIGNAL Q SAWCUT (E) E.P. ALONG CENTERLINE OR MODIFICATION PLAN FOR DETAILS. AS DIRECTED BY ENGINEER/INSPECTOR. CROSSWALK BUTTON TO BE RELOCATED SURFACE DRAIN. UCT 1' WIDE MEDIAN GAP FOR - SEE SEPARATE TRAFFIC SIGNAL MODIFICATION PLAN FOR DETAILS. INSTALL END -OF -STREET STANDARD (E) TRAFFIC SIGN TO BE RELOCATED- TYPE III BARRICADEWITH W-31 (CA) SIGN AND OM4-3 MARKER PER DETAIL 3 SEE STRIPING PLAN ON SHEET 4. ON SHEET 3. 12 (E) CURB AND HANDICAP RAMP TO BE Qg NOT USED. REMOVED. 13 SAWCUT �EE) BEYOND CENTERLINE 29WATERLINE TO BE EXTENDED -SEE SEPARATE WATER PLAN. OR AS DI ECTED BY ENGIN EER/IN SPECTOR. 14 (E) ROAD REFLECTORS AND N-1 O MEDIAN TO BE LANDSCAPED IN THE SIGN TO BE REMOVED. FUTURE UPON DEVELOPMENT ON THE EAST SIDE OF OLD RIVER ROAD. Know what's below. Call before you dig. .. I mmLA • I + w ii4) �' ro fiF VICINITY MAP NO SCALE CALTRANS STANDARD PLANS (2006 STD. PLANS) ES-1 A ES-413 ES-7E ES-1 B ES-2D ES-3A ES-3B ES-3C ES-3D ES-3E ES-5A ES-5B ES-5C ES-5D ES- 7A ES- 7B ES- 7C ES-8 ES-10 ES-11 ES-13 T-11 T-12 T-13 BAKERSFIELD�CITY STANDARDS CURRENT STD. PLANS) SW-8 T-4 ST-9 T-5 ST-23 ST-19 S- 40 K S CITY OF BA ER FIEL11:1,1, KEY MAP SCALE: 1 "=50' BAKERSFIELD, Col OLD RIVER ROAD OLD RIVER ROAD LEGEND � INDEX OF SHEETS 0 SIGNAL STANDARD (REFER TO POLE SCHEDULE) CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) ,SHEET 11TLE 7. COVER SHEET 04 -so}- SIGNAL HEAD WITH PHASE # 8. TRAFFIC SIGNAL PLAN O*q LUMINAIRE -MOUNTED ON SIGNAL STANDARD 9. SPECIFICATIONS e PEDESTRIAN SIGNAL 10. SPECIFICATIONS -m VIDEO CAMERA PREEMPTION DEVICE OPTICAL DETECTOR 0 PULL BOX SIGNAL CONTROLLER g ELECTRICAL SERVICE PEDESTAL i TRAFFIC CONTROL SIGN (AS INDICATED) CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326--3049 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS AS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. i cn z w G a W N Q 0 C3 O Know what'sbelow. N0 TES: EXISTING CONDUIT AND CONDUCTOR TO REMAIN IN PLACE. Q INSTALL NEW PULL BOX ON CONDUIT RUN FOR CONNECTION POINT FOR NEW DETECTOR CABLES (DLC'S) AS REQUIRED BY CONDUCTOR SCHEDULE. INSTALL CONDUCTOR IN EXISTING CONDUIT REQUIRED BY CONDUCTOR SCHEDULE. @4 EXISTING CONDUIT RUN TO BE ABANDON IN PLACE AND/OR REMOVE PULLBOXES N UIT RUN FOR INTERCONNECT AS REQUIRED BY CONDUCTOR SCHEDULE. INSTALL NEW PULL BOX ON COD 0 ED C D (5� Q CONDUIT ZE . ,' �n ►e_� ►e�►e_�_ ►e�_re�►_e�_ ►e_�� e ��ne FAI FJJ FAI F n ►9 FAI FM e FAJ nr�*� ►e_� re� r�e_�_ � r� ►� r� • oovoon000vo�voo��ono�o�000��o��o Ell N] S E12 Wei Z, 1 oil rA 0I �0000��o'��000�o�o��v�o�v -•N; 0000e��o ��0000000■■�� (PRIMARY) 04 DETECTOR 06 DETECTOR 07 DETECTOR • mmm�moovSERVICE e000i■vvv��■��0000�� PAIR INTERCONNECT —CONTRACTOR SHALL SUPPLY AND INSTALL ADDITIONAL MODEL 222 DETECTOR CARDS NEEDED TO CONNECT DETECTOR LOOPS TO THE 322 CAB/NET. —ONE 28 CONDUCTOR CABLE SHALL BE RUN CONT/NUDUSLY FROM THE CONTROLLER TO A TERM/NAT/ON PULL BOX LOCATED AT THE BASE OF EACH LARGE TRAFFIC SIGNAL STANDARD AT LOCAT/ONS AO OO FO OO (FOUR CABLES TOTAL). NO SPLICES WILL BE ALLOWED /N THE 28 CONDUCTOR EXEPT AT THE TERM/NATION PULL BOX. —ONE 9 CONDUCTOR AND ONE 5 CONDUCTOR CABLE SHALL BE RUN CONTINUOUSLY FROM THE PULL BOX AT EACH MAST ARM STANDARD TO THE PULL BOX ADJACENT TO EACH OF THE lA OO OO 0POLES.00 —ONE PRE—EMPTION CABLE SHALL BE RUN CONTINUOUSLY FROM THE CONTROLLER TO THE END OF THE MAST ARM OF EACH LARGE TRAFFIC SIGNAL STANDARD LOCA 170NS O O O ONO SPLICES WILL BE ALLOWED /N THE PRE—EMPT/ON CABLE. —ALL CONDUITS INSTALLED UNDERNEATH EXlS71NG ROADWAYS AND SIDEWALKS SHALL BE BORED UNLESS OTHERWJSE NOTED. —CONDUCTOR SCHEDULE FOR EXISTING CONDUITS/CONDUCTORS ARE INDICATED PER TRAFFIC SIGNAL MODIFICATION PLANS PREPARED BY McINTOSH & ASSOCIATES DATED 1-14-16. JOB N0. 13077.00 LEGEND 0 SIGNAL, STANDARD (REFER TO POLE SCHEDULE) �\ CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) 04 - 000+— SIGNAL HEAD WITH PHASE # j- OIL- 123,q LUMINAIRE — MOUNTED ON SIGNAL STANDARD WITH # B PEDESTRIAN SIGNAL 6+00 VIDEO CAMERA _ r PREEMPTION DEVICE OPTICAL DETECTOR „� 405 TO L.L. O'L O PULL BOX SIGNAL CONTROLLER 2I2U ELECTRICAL SERVICE PEDESTAL �0 _ _ _ _ _ _ �• _ _ _ _ _ _' 2I2U �.. TRAFFIC CONTROL SIGN (AS INDICATED) CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) 2I2U EXISTING RIGHT OF WAY t 3 gyp. :f (q: i z� 0 a 1 jf � I 62'-72' I" F 54'-64' ' o " f I 2D !' j %V , �" 1 0 1 � I i o f i o i • NEW,, eo ■,,,...08P 08 - 4 i lONDUCTOR SCHEDULEi li CONDUCTOR RUN,'"A. 19 "N.14a ffil"A 5 CONDUCTOR r f. NEW 06 PROPOSED RIGHT OF WAY F7 dtj ry e6P 11 " ss ` " 14 DETAIL 38 EXISTING CURB & GUTTER ° - D z I 11 i4LI JJ3U �\� f 14 DETAIL � 14 EX. 8" PGE G S ac G Q j 17 --------------------- w T EXISTING RIGHT OF WAY c� ------- ---- a 3 c EX T. ---------------- — �_-- C A ------- 06 V CU j 0 � r �/ 19 ?A j '� . DETAIL 14 — —OIL—OIL OIL p�L IL 6» OIL V o o - - , _ _ _fit_ ` �11L + + OIL �" _ 11 EXISTING DETAIL 27B v i 27 H i -FO _ OH— '-_ �- POLE SCHEDULE 19 SIGNALS SIGNS LOC. STANDARD REMARKS UGHTING VEHICLE WALK w—ow PPB ST. NAME SIGN SIGNALS DON'T wAUK TRAFRC CONMOL SGN 19-4-100(R) 15' R 151(N) SV-1—T PANAMA LANE Q. STA. PANAMA LN. 10+56.54, C.L. 91.00LT. A MAS MAS SP-1—T 08 06 PROVIDE NEW POLE AND EQUIPMENT INDICATED. 25 (R) 60 (N) 61-5-100(N) RELOCATE PREEMPTION DEVICE. AND STREET SIGN. LT -MAT PPB(R) 08(R) Q STA. PANAMA LN. 10+34.89, 25.92LT. EXISTING POLE AND EQUIPMENT TO BE REMOVED 15(R) 15' R SV--2-T(R) STA.TYPE EXISTINGPPOLE AND ANAMA •EQUIPMENT, QUI ME T' TO.BE REMOVED � _- TV-2-T(N) SP--1-T(N) 06 08 R9--3A{R} TYPE 1 A(N) AND REPLACE WITH EQUIPMENT INDICATED. 19-4-100 15' SV-1-T OLD RIVER Qk STA. PANAMA LN. 10+44.88, 24.71 RT. D MAS SP-1-T 02 08 ROAD EXISTING POLE AND EQUIPMENT TO REMAIN IN (EXIST) 25' LT MAT PLACE. Q STA. PANAMA LN. 10+24.05, 40.76RT. TYPE 1 A -- TV-2—T SP-1—T 08 02 -- EXISTING POLE AND EQUIPMENT TO REMAIN IN E (EXIST) PLACE. SV-1--T ITL STA. PANAMA LN. 9+43.90, 93.90LT. F 61-5-100 15' MAS SP-1-T 04 02 PANAMA LANE EXISTING POLE AND EQUIPMENT TO REMAIN IN (EXIST) 60' MAS R3--4(R) PLACE. REMOVE R3-4 SIGN LT -MAT QL STA. PANAMA LN. 9+16.40, 66.55RT. TYPE 1 A (EXIST} _ TV-2-T SP-1-T 02 04 R26(CA) RELOCATE POLE AND EQUIPMENT INDICATED. H 61-5-1) 0 15' 15' SV-1-T MAS 04 OLDOAD RIVER C. STA. PANAMA LN. 9+08.29, 59.59LT. EXISTING POLE AND EQUIPMENT TO REMAIN IN SP-1-T N) { 06 R3 34 (R) LT —MAT PLACE. REMOVE R9 3A SIGN. CL STA. PANAMA LN. 9+30.85, 86.37LT. I TYPE 1 A -- TV-2-T SP-1-T 04 06 _ EXISTING POLE AND EQUIPMENT TO REMAIN IN (EXIST) PLACE. i , „- f e8P e7 00 �J 12W11111111110111 5 \ i- 04P i 04 04 F f i 4 I I �aC 'aC CD t � I � N I � w w 16 ; 11 60' 54' I ' Ii PEDESTRIAN HEAD NOTE: ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW "CPS LED" "UPRAISED HAND" AND "WALKING PERSON" COMBO, INTERNATIONAL SYMBOL PEDESTRIAN CHANGE INTERVAL COUNTDOWN DISPLAY TYPE AS DETAILED IN THE TRAFFIC SIGNAL SPECIFICATIONS. 05 VA mm� mP0 (r • *• I EXISTI�=EDG��OFPAVEMENT " - EXISTING RIGHT OF WAY 09 s A F 09 CONTROLLER DETAIL (SCALE: 1 "=10') NOTES [j]AII equipment and materials shall be furnished by the contractor. ® Existing Type 170 Controller, 332 Cabinet assembly and 120v/240v Type III -BF Service, At this location to remain. 3 Pull box in front of controller shall be . All others shall be #5 unless otherwise noted. P.G.&E. power point will be installed by others. Contractor shall install conduit from power point to pull box and make connections for power. �4 All new luminaries shall be cutoff type, LED meeting Coltrane Roadway 2 specifications. ® All new signal Indications shall be 12 inch LED and shall be furnished with bac kplotes. © All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant #2 at Mt. Vernon Ave. south of Fwy. 58. Contact Peter Martin prior to delivery at (805) 326-3152. �7 Street name signs and hangers shall be furnished and installed by Contractor. Street name signs shall be most arm mount street sign plates per COB Standard Detail T 3. ® All pedestrian indications shall be new, International symbol type as detailed in the specifications. Fj]Pole location indicated on the "Pole Schedule" are approximate. Final location of the standards shall be 5' behind flowiine as directed by the City Engineer at the site. 10 All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibilty for locating utilities In the field lies with the Contractor. Contractor shall notify U.S.A. (Underground Service Alert) 48 hours prior to any excavation at 1-800-227-2600. 11 Contractor shall remove striping and pavement markings as indicated on the plan, by obliterating a rectangle whose limits are the edge of each word. Under NO circumstances are the letters to be removed individually. 12 Existing sidewalk shall be removed and replaced as necessary to complete all construction. Sidewalk may only be removed and replaced In complete panels. 13 Conduit crossings shall be bored except as otherwise permitted by the City Engineer. 14 Provide striping and pavement markings as shown. Refer to onsite & offsite Improvement plans for coordination with onsite & offsite striping and pavement markings. 15 Provide traffic control sign mounted on most arm/signal standard. (Type as indicated) 16 Existing Poven t markings to remain. 17 Furnish and install Opticom 711(Singie Unit) preemption devices as indicated on plans including all cables and mounting hardware. Provide Model 404 SA GDI modem. The contractor shall also furnish and install an Opticorn 754 phase selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact preemption hardware mounting placement shall be determined by the Traffic Engineer In the field. Contractor shall provide an Opticom technician with J & L Inc. at (714) 321-7513. The Opticom representative must be contacted 48 hours prior to signal initialization. HType E Detector Loops shall be 6 feet In diameter and Type D Detector Loops shall be 6' x 6' square. Detector loops and lead-ins within 8 feet of curb flowiine shall be a minimum of 1.5 inches below the surface of the paving. w RAII loops shall be located in the field by the Engineer. Detector loops shall be centered on their respective low Lane closure for placing the detector loops are only allowed between & 30 AM - 4:30 PM. I`t Only one lane In each direction may be closed at any one time. gRefer to offsite street construction plans for median curb and offsite improvements. EXISTING E LOOP TO BE REMOVED LOOP LAYOU T C "'MU TYPE "E" LOOP RIGHT TURN LANE3_12L_�DETECTOR TYPE "D" LOOP DETECTOR THRU LANE 10 10TYPE "E" LOOP DETECTOR LEFT TURN LANE —STOP BAR f LIMIT LINE SCALE: 1" = 20' 20' 10' 0' 20' 40' 03/07 � 03/08 e7 03 --•-I 16 08 03 �� e8P 08 04/e7 � 04/08 04 04P e7 04 04�b4 041`08P 08 08 0105 � x 0205 05 01 05 e2 02 4�8P h4 01 /se6 � �6P �s 02/e6 e6P 06 06 06 e1 02 02 "02P Know what's below. Call before you dig. m2 V) z 0 V) w 0 C� (EXIST) --EXISTING TO REMAIN IN PLACE (R)-EXISTING TO BE REMOVED (N)-NEW TO BE FURNISHED AND INSTALLED POLE SCHEDULE LETTER DESIGNA 77ONS FOR EXISTING POLES ARE INDICATED PER APPROVED TRAFFIC SIGNAL MODIFICATION PLANS PREPARED BY McINTOSH & ASSOCIATES DATED 8-31-15. ALL WORK EMBRACED HEREON SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND ALONG NTH THE FOLLOWING PROVISIONS: FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03, "Foundations," of the Standard Specifications and these special provisions. The Contractor shall furnish the anchor bolts, nuts and washers to be used for new foundations and shall furnish the appropriate nuts and washers for existing foundations to be reused. STANDARDS, STEEL PEDESTALS AND POSTS. Standards, steel pedestals and posts shall conform to the provisions in Section 86-2.04, "Standards, Steel Pedestals and Posts", of the Standard Specifications and these special provisions. A pull rope shall be installed in all mast arm poles from the hand hole at the pole base up through the signal mast arm to the farthest head. A second pull rope shall be installed in all mast arm poles with luminaires from the hand hole at the base of the pole up through the luminaire arm to the luminaire. The pull rope shall be doubled back into the pole or arm at each termination. CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit", of the Standard Specifications and these special provisions. Conduits may be installed by either jacking/drilling or open trench methods. Installation using jacking or drilling shall conform to Section 82-2.05C "Installation", of the Standard Specifications. Open trench installation in pavement shall conform to the following specifications. 1. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in a trench not to exceed 6 inches in width. Trench shall be cut using a rock saw and all loose uncompacted material shall be removed from the bottom of the trench prior to placement of conduit. The installed conduit shall have a cover of eighteen (18) to twenty-one (21) inches below finished grade. 2. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with a one (1) sack slurry cement backfill. Slurry cement backfill shall be gockfilled laced to within 0.20 feet of the pavement surface. The top 0.20 feet shall be with asphalt concrete produced from commercial quality paving asphalt and aggregates. 3. Prior to spreading asphalt concrete, a tack coat shall be applied as specified in Section 39-1.09C, "Tack Coat", of the Standard Specifications. Spreading and compacting of asphalt concrete shall be performed by any method which will produce an asphalt concrete surface of uniform smoothness, texture, and density. 4. All excavated areas in the pavement shall be backfilled .except for the top 0.20 foot, by the end of each work day. The top 0.20 foot shall be placed within three (3) working days after trenching. Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet until such a time 'as the permanent asphalt surface is placed. Dependent upon adverse soil conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above methods may be used. A pull rope shall be installed in all signalconduits new or existing. The pull rope shall be nylon or polypropylene with a minmum tensile strength of 500 pounds. At least 2 feet of pull rope shall be doubled back into the conduit at each termination. PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes", of the Standard Specifications and these special provisions. Recesses for suspension of ballasts will not be required. CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductors," and Section 86-2.09, "Wiring", of the Standard Specifications and these special provisions. CONDUCTORS - The Contractor shall use multi -conductor electrical cables for all circuits except lighting, camera detection and between the service switch and controller cabinet. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES 13. Splices shall be insulated by "Method B". The optical detector cable (3-M Opticom Model 138 or equal) shall have four conductors of AWG #20 (7x28) strandard individually tinned drawn wire to provide signal integrity and transient protection. The individually tinned copper, color coded insulation shall be as follows: a. Orange for delivery of optical detector power (+ b. Negative return wire for optical detector power --) c. Yellow for optical detector signal #1 d. Blue for optical signal #2 The Contractor shall arrange for a qualified Opticom technician to be present at each signal turn on. A representative servicing the Bakersfield area may be contacted at (714) 321-7513. The insulation for all conductors shall be Type THW polyvinyl chloride. SERVICE. Service shall conform to the provisions in Section 86-2.11, "Service", of the Standard Specifications and these special provisions. Unless otherwise noted, service pedestal shall be Type III -BF, per Caltrans Standard Plan ES-2E, with a window for photoelectric unit, and shall be furnished with a 60 amp, 240 volt, 3 pole main breaker and the following branch circuit breakers.. No. Amps ** Phase Volts Branch Metered 1 50 1 120 Traffic Signal Yes 2 30 1 120 Lighting No ** Increase main breaker as required for actual load. The Contractor shall coordinate with P.G.&E. to make service connections to service points shown on the plans. The Owner will pay all required costs and fees required by the utility. Contractor shall obtain necessary building permit for service pedestal. TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing", of the Standard Specifications and these special provisions The signal shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. Submit to City General Services Electrical Division for testing. FUNCTIONAL TESTING. All functional testing shall conform to the provisions in Section 86 2.14C "Functional Testing," of the Standard Specifications and the following paragraph: Functional test period is included in the number of working days to complete the project as described in contract for this project. The fourth paragraph of Section 86-2.14C "Functional Testing" of the Standard Specifications shall be amended to read as follows: Turn on of new or modified traffic signals shall be made only after ail traffic signal circuits, including signal interconnection circuits, have been thoroughly tested as specified above. SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, "shall conform to the provisions in Section 86-4.01, Vehicle Signal Faces", 86-4.03, Directional Louvers", 86-4.04, "Backplates" and 86-4.08, . "Signal Mounting Assemblies", of the Standard Specifications and these special provisions. Housing, visors, directional louvers and backplates shall not be structural plastic. All lamps for traffic signal units shall be furnished by the Contractor. All signal faces shall be provided with 12-inch sections and red, amber, green, and respective arrow "LED" module type indicators. Tunnel visors shall be on all signal heads. The third sentence of the first paragraph of Section 86-4.08, "Signal Mounting Assemblies," of the Standard Specifications, shall be amended to read as follows: Post top slip --fitters and terminal compartments shall be cast bronze or hot -dip galvanized ductile iron. Each module shall consist of an assembly that utilizes LEDs as the light source in lieu of an incandescent lamp for use in traffic signal sections. The LEDs utilized in the modules shall be AIinGaP technology for red, amber and yellow indications, or GaN for green indications, and shall be the ' ultra bright type rated for 100,000 hours of continous operation from 4°C to +74'C. The modules shall be rated for a minimum useful life of 48 months. All modules shall meet all parameters of this specification during this period. The individual LEDs shall be wired such that a costastrophic loss or failure of one or more LED unit will not result in the loss of the entire module. Electrical: Power Comsumption Maximum power consumption requirements for the modules are as follows: Maximum Power Comsumption (in Watts) Red Yellow Green Temperature 25°C 74°C 25'C 74'C 25°C 74°C 300mm circular 11 17 22 25 15 15 200mm circular 8 13 13 16 12 12 300mm arrow 9 12 10 12 11 11 Bicycle indication 11 17 22 25 15 15 PV indication 11 17 22 25 15 15 Lane control (X) 9 12 n/a n/a n/a n/a Lane control n/a n/a n/a nia 11 11 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. Operation Voltage The modules shall operate from a 60 HZ ±3 HZ AC line over a voltage ranging from 95 volts to 135 volts. the fluctuations of line voltage shall have no visable effect on the luminous intensity of the indications. Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. Power Factor The LED signal module shall hove a power factor of 0.90 or greater. TH D Total harmonic distortion (current and voltage) induced into an AC power line by a LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include voltage surge protection to with- stand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS-2. 1992. The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standgrds, Chapter 2 (Vehicle Traffic Control Signal Heads). Compatibility The modules shall be operationally compatible with currently used controller assemblies (soild state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. Photometric Requirements The minimum initial luminous intensity values for the modules shall be as stated in Table 2-2 and/or Table 2-4 at 25°C. The modules (excluding yellow) shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in traffic signal operation over the operating temperature range. Yellow modules shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25°C. The measured chromatically coordinates of the modules shall conform to the chromaticity requirements of Table 2-6, throughout the useful life over the operating temperature range. Table 2-2 Minimum initial Intensities for Circular indications (in cd) 200mm 300mm Angle v,h Red Yellow Green Red Yellow Green 2.5,t2.5 157 314 314 399 798 798 2.5, f 7.5 114 228 228 295 589 589 2.5,f12.5 67 133 133 166 333 333 2.5,f17.5 29 57 57 90 181 181 7.5, f 2.5 19 238 238 266 532 532 7.5, ± 7.5 105 209 209 238 475 475 7.5, f 12.5 76 152 152 171 342 342 7.5, f 17.5 48 95 95 105 209 209 7.5, f 22.5 21 43 43 45 90 90 7.5, ± 27.5 12 24 24 19 38 38 12. 5. f 2.5 43 86 86 59 119 119 12. 5, f 7.5 38 76 76 57 114 114 12.5,f12.5 33 67 67 52 81 81 12.5, f 17.5 24 48 48 40 81 81 12.5, f 22.5 14 29 29 26 52 52 12.5, f 27.5 10 19 19 19 38 38 17.5, f 2.5 19 38 38 26 52 52 17.5, f 7.5 17 33 33 26 52 52 17.5, f 12.5. 12 24 24 26 52 52 17.5, f 17.5 10 19 19 26 52 52 17.5, t 22.5 7 14 14 24 48 48 F_ 17.5, ± 27.5 5 10 10 19 38 38 Table 2-3 Maintained Minimum Intensities for Circular indications (in cd) 200mm 300mm Angle v,h Red Yellow Green Red Yellow Green 2.5,f2.5 133 267 267 339 678 678 2.5,f7.5 97 194 194 251 501 501 2.5, f 12.5 57 113 113 141 283 283 2.5,±17.5 25 48 48 77 154 154 7.5, f 2.5 101 202 202 226 452 452 7.5, f 7.5 89 178 178 202 404 404 7.5, f 12.5 65 129 129 145 291 291 7.5, f 17.5 41 81 81 89 178 178 7.5, f 22.5 18 37 37 38 77 77 7.5, f 27.5 10 20 20 - 16 32 32 12.51,t 2.5 37 73 73 50 101 101 12.5,f7.5 32 65 65 48 97 97 12.5, f 12.5 28 57 57 44 89 89 12.5,f17.5 20 41 41 34 69 69 12.5, f 22.5 12 25 25 22 44 44 12.5,±27.5 9 16 16 16 32 32 17.5, f 2.5 16 32 32 22 44 44 17.5, f 7.5 14 28 28 22 44 44 17.5, f 12.5 10 20 20 22 44 44 17.5, f 17.5 9 16 16 22 44 44 17.5,f22.5 6 12 12 20 41 41 17.5, f 27.5 4 9 9 16 32 32 Table 2-4 Maintained Initial Intensities for Arrow and PV Indications (in cd/m2) Red Yellow Green Arrow Indication 59500 11,000 11,000 Bicycle indication 51,500 5,500 5,500 PV Indication future future future Lane Control X 5,500 n a n a Lane Control Arrow n a I n a 1 11,000 Table 2-5 Minimum Maintained intensities for Arrow and PV Indications (in cd/m2) Red Yellow Green Arrow Indication 5,500 11,000 11,000 Bicycle Indication 51,500 5,500 5,500 PV Indication future future future Lane Control X 5,500 n a n/a Lane Control Arrow n/a I n/a 1 11,0001 Table 2-6 Chromaticity Standards (CIE Chart) Red Y: not greater than 0.308, or less than 0.988-x Yellow Y: not less than 0.411, nor less than 0.995-x, nor less than 0.452 Green Y: not less than 0.506-0.519x, nor less than 0.150+1.068x, nor more than 0.730-x Physical and Mechanical Requirements LED traffic signal modules shall be designed as retrofit replacements for existing optical units of signal indications and shall not require special tools for installation. See appropriate sections for Type 1 and Type 2 modules. O Environmental Requirements The LED siggnal module shall be rated for use in the operattemperature range of 4'C (407) to +74°C (+1657). The modules shall meet all specificing ations The LED signal module shall be protected against dust and moisture intrusion per the requirements of NEMA Standard 250-1 99 1 for Type 4 enclosures to protect all internal components. The LED signal module shall be a single, self contained device, not requiring onsite assembly for installation into an existing traffic signal housing. The power supply for the module shall be integral to the unit. The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications". The assembly and manufacturing process for the LED signal assembly shall be designed to assure all internal components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. Materials Materials used for the lens and signal module construction shall conform to ASTM specifications for the materials. Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module is excluded from this requirement. Module Identification Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month -year), and lot number as identification permanently marked on the back of the module. The following operating characteristics shall be permanently marked on the back of the module: rated voltage and rated power in Watts and Volt -Ampere. Each module shall have a symbol of the type of module (i.e. circle, arrow, etc.) in the color of the module. The symbol shall be one inch (25.4 mm) in diameter. Additionally, the color shall be written out in 1 /2 inch letters next to the symbol. if a specific mounting orientation is required, each module shall have prominent and permanent marking(s) for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word "UP" at "TOP". Type 1 Traffic Signal Module The following specification requirements apply to the Type 1 module only. All general specifications apply unless specifically superseded in the section. Type 1 modules can be manufactured under this specifications for the following faces: 300 mm circular 200 mm circular 300 mm arrow Bicycle indication (future) Lane Control (future) Physical and Mechanical Requirements The module shall fit into existing traffic section housings built to the specfications detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). Each Type 1 module shall be designed to be installed in the doorframe with a one-piece EPDM (ethylene propylene rubber) gasket. The maximum weight of a Type 1 module shall be 1.8kg (4 Ibs). Each Type 1 module shall be a sealed unit to include all parts necessary for operation (a printed circuit board, power supply, a lens and gasket, etc.), and shall be weather proof after installation and connection. Two secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service at +105°C, are to be provided for electrical connection for each Type 1 LED signal module. Conductors for Type 1 modules shall be 1 m in length, with quick disconnect terminals attached and shall conform to Section 86-4.01 C, "Electrical Components", of the Standard Specifications. if specified in the purchase order, the module will be equiped with an adapter that will screw into the base of the medium base lamp socket. The adapter shall be able to accept the quick disconnect terminals at the end of the conductors for the module. The electrical contacts of the adapter shall be made of brass. Lens The lens of the Type 1 module shall be integral to the unit, shall be convex with a smooth outer surface made of plastic or of glass. The lens may be tinted or may use transparent film or materials with similar characteristics to enhance ON/OFF contrasts. The use of tinting or other materials to enhance ON/OFF contrasts shall not affect chromaticity and shall be uniform across the face of the lens. The LED signal module lens shall be U.V. stabilized and shall be capable of withstanding ultraviolet (direct sunlight) exposure for a minimum period of 60 months without exhibiting evidence of deterioration. If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. Type 2 Traffic Signal Module The followin specification requirements apply to the Type 2 module only. All general specifications apply unless specifically superseded in the section. Type 2 modules can be manufactured under this specifications for the following faces: 300 mm circular 200 mm circular 300 mm arrow Programmed Visibility (red, yellow, green) Physical and Mechanical Requirements The module shall fit into existing traffic section housings built to the specfications detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads), with the existing lens, reflector and lamp socket remaining in place, and without modification to the housing. Each Type 2 module shall be designed to mount in the standard lamp socket normally used with an incadescent lamp. The maximum weight of a Type 2 module shall be 1.4kg (3 Ibs). Type 2 modules shall be a sealed unit containing all components necessary for operation. The installation of a Type 2 module shall not require any removal of or modification to the standard lamp socket or reflector. The installation of a Type 2 module shall not require special tools. 300 mm Arrow The following specification requirements apply to the 300 mm arrow only. All general specifications apply unless specifically superseded in the section. The arrow module shall meet specifications stated in Section 9.01 of the ITE Publication: Equipment and Material Standards. Chapter 2 (Vehicle Traffic Control Signal Heads) for arrow indications. The LEDs shall be spread evenly across the illuminated portion of the arrow area. 300 mm Bicycle The following specification requirements apply to the 300 mm bicycle only. All general specifications apply unless specifically superseded in the section. The bicycle module shall meet approximate shape and size specification as shown in Figure 6--1 for bicycle signal face. City shall make the final determination as to the conformance to the intent of the specification. The LEDs shall be spread evenly across the illuminated portion of the bicycle area. 300 mm Programmed Visibilty (PV) The following specification requirements applyto the 300 mm PV only. All general i specifications apply unless specifically superseded n the section. The module shall be a Type 2 module designed and constructed to be installed in a programmed visibility (PV) signal housing with out modification to the housing. The LEDs shall be spread evenly across the module. 300 mm Lane Control The following specification requirements apply to the 300 mm lane control module only. All general specifications apply unless specifically superseded in the section. The lane control module shall meet approximate shape and size specification as shown in Figures 8- and 8-2 for lane control modules. City shall make the final determination as to the conformance to the intent of the specification. Three secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electrical code, rated for service at +105°C, are to be provided for electrical connection for each lane control LED signal module. Conductors for this module shall be 1 m in length, with quick disconnect terminals attached and shall conform to Section 86-4.01 C "Electrical Components," of the Standard Specifications. The color code is as follows: Function Color neutral white red X red Teen arrow brown The LEDs shall be spread evenly across the illuminated portions of this module. LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "Light Emitting Diode Luminaires," of the Standard Specifications and these special provisions. Luminaires shall be furnished with 135-watt or 95-watt light emitting diode lamps and integral ballasts as indicated on the contract plans. An in -line fuse shall be located in the pull box. PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in Section 86-6.07, "Photoelectric Controls", of the Standard Specifications and these special provisions. Each luminaire shall be provided with a Type IV photoelectrical control. Internally illuminated street name signs will be controlled by a single Type V photoelectric control located in the service pedestal. (IISNS are not required for this project) LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE (COMBINATION SIGNAL) shall conform to the provisions in Section 86-4.06, "Pedestrian Signal Faces", of the Standard Specifications and these special provisions. Unless otherwise noted on the plans, pedestrian signals shall be Type A conforming to the following: Pedestrian Signal Face (Combination Signal) shall utilize light emitting diode signal modules. All devices must meet the general specifications of the Transportation Electrical Equipment Specifications (TEES), Chapter 1--General Specifications, as well as the following specification. In case of conflict, this specification shall govern over the TEES, Chapter 1. GENERAL Each module shall consist of an assembly that utilizes LEDs as the light source in lieu of an incandescent lamp for use in traffic signal sections. The LEDs shall utilize appropriate technology to achieve the required color and shall be the ultra bright type rated for 100,000 hours of continous operation from -40'C to +74°C. The modules shall be rated for a minimum useful life of 48 months. All modules shall meet all parameters of this specification during this period. The individual LEDs shall be wired such that a catastrophic loss or the failure of one or more LED will result in the loss of not more than five percent of the signal module light output. Electrical Power Consumption aximum power consumption requirements for the modules are as follows in Watts): 25°C 74°C Hand 10.0 12.0 Walkin 9.0 12.0 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. MN z 0 > w c CY Q .51 W N as s Operational Voltage The modules shall operate from a 60 HZ f3 HZ AC line over a voltage ranging from 95 volts to 135 volts. The fluctuations of line voltage shall have no visible effect on the luminous intensity of the indications. Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC power line by a LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include voltage surge protection to withstand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS-2, 1992.. The LED ircuitry shall prevent perceptible flicker to the unaided eye over the voltage range specifgied above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standards. Chapter 2 (Vehicle Traffic Control Signal Heads). Compatibility The modules shall be operationally compatible with currently used controller assemblies (solid state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. ENVIRONMENTAL REQUIREMENTS The LED signal module shall be rated for use in the operating temperature range of —40°C (-40-F) to +74°C (+165'F). The modules shall meet all specifications throughout this range. The LED signal module shall be protected against dust and moisture intrusion per the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect all internal components. CONSTRUCTION The LED signal module shall be a single, self contained device, not requiring onsite assembly for installation into an existing traffic signal housing The power supply for the module shall be integral to the unit. The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications". The assembly and manufacturing process for the LED signal assembly shall be designed to assure all internal components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. MATERIALS Material used for the lens and signal module construction shall conform to ASTM specifications for the materials. Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module is excluded from this requirement. MODULE IDENTIFICATION Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month —year), and lot number as identification permanently marked on the back of the module. The following operating characteristics shall be permanently marked on the back of the module: rated voltage and rated power in Watts and Volt —Ampere. If a specific mounting orientation is required, each module shall have prominent and permanent markings) for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word "UP" or "TOP". TYPE A PEDESTRIAN SIGNAL FACE (COMBINATION RAISED HAND/WALKING PERSON SECTION) The following specifications requirements apply to the Walking Person section only. All general specifications apply unless specifically superseded in this section. GENERAL Pedestrian signal face modules shall be designed to mount behind or replace the existing face plate of existing Type "A" housing as specified by the requirements in the ITE Publication: Equipment and Materials Standards, Chapter 3 (Pedestrian Traffic Control Signal indications). The design of the modules shall require a specific mounting orientation. PHOTOMETRIC REQUIREMENTS Each module shall provide an average luminous intensity of at least 3,750 candela/m for "Hand" and 5,300 candela/m for "Walking Person" symbol throughout the useful life over the operating temperature range. The uniformity ratio of an illuminated symbol shall not exceed 4 to 1, between the highest luminance area and the lowest luminance area in the module. The color output of the module shall conform to the requirements of Section 5.3 in the ITE Publication: Etc uipment and Material Standards, Chapter 3 (Pedestrian Traffic Control Signal indications). "Hand" shall be Portland orange. Not greater than 0.39 , nor less than 0.331 nor less than 0.997—x. "Walking Person" shall be lunar white. x: not less than 0.290, nor greater than 0.330. y: not less than 1.5x-0.175, nor greater than 1.5x-0.130. PHYSICAL AND MECHANICAL REQUIREMENTS The module shall be designed to be used in the pedestrian signal section as retrofit replacement for existing signal lamps and shall not require special tools for installation. The module shall fit into the existing pedestrian signal housing built to the PTCSH specifications without modification to the housing. The height of each symbol on the module shall not be less than 250 mm and the width of each symbol on the module shall not be less than 165 mm. CONSTRUCTION The modules shall be a single, self—contained device, not requiring on —site assembly for installation into an existing Type "A" housing. Quality Assurance The modules shall be manufactured in accordance with a manufacturer quality assurance (QA) program. The QA program shall include two types of quality assurance: (1) design quality assurance and (2) production quality assurance. The production quality assurance shall include statistically controlled routine tests to ensure minimum performance levels of LED signal modules built to meet this specification, and a documented process of how problems are to be resolved. QA process and test results documentation shall be kept on file for a minimum period of seven years. LED signal module designs not satisfying design qualification testing and the production quality assurance testing performance requirements described below shall not be labeled, advertised, or sold as conforming to this specification. Design Qualification Testing Design Qualification Testing shall be performed by the manufacturer or an independent testing lab hired by the manufacturer on new LED module designs, and when a major design change has been implemented on an existing design. A major design change is defined as a design change (electrical or physical) which changes any of the performance characteristics of the module, results in a different circuit configuration for the power supply, or changes the layout of the individual LEDs in the module. A quantity of two units for each design shall be submitted for Design Qualification Testing. Test Units shall be submitted to Caltrans Laboratory, Electrical Testing Branch, after the manufacturer's testing is complete. Manufacturer's testing data shall be submitted with test units for Caltrans verification of Design Qualification Testing data. Burn In. The sample modules shall be energized for a minimum of 24 hours, at 100 percent on —time duty cycle, at a temperature of +74° C(+165° F), before performing any design qualification testing. Any failure of the module, which renders the unit non —compliant with the specification after burn in, shall be cause for rejection. For Design Qualification Testing, all specifications will be measured including, but not limited to: Rated Initial Luminous Intensity, measured over the operating temperature range. Chromaticity (Color), measured over the operating temperature range. Electrical. All specified parameters shall be measured and used for quality comparison of production quality assurance on production modules (rated power, etc.) Equipment Compatibility. Modules shall be tested for compatibility with the controller unit, conflict monitor, and load switch. Each signal module shall be connected to the output of a standard load switch, connected to an AC voltage supply between the values of 95 and 135 VAC, with the input to the load switch in the off position. The AC voltage developed across each LED signal module so connected shall not exceed 10 V rms as the input AC voltage is varied from 95 V rms to 135 V rms. Mechanical vibration testing shall be as per MIL—STD-883, Test Method 2007, using 3 four minute cycles along each x, y, and z axis at a force of 2.5 Gs, with a frequency sweep from 2HZ to 120 HZ. The loosening of the lens, or of any internal components, or other physical damage shall be cause for rejection. Temperature cycling shall be performed as per MIL—STD-883, Test method 1010. The temperature range shall be per "Environmental Requirements". A minimum of 20 cycles shall be performed with a 30 minute transfer time between temperature extremes and a 30 minute dwell time at each temperature. Module(s) being tested shall be energized and functioning throughout the duration of the test. Failure of a module to function properly or any evidence of cracking of the module lens or housing after temperature cycling shall be cause for rejection. Moisture resistance shall be performed on all modules mounted in a standard type "A" pedestrian housing per NEMA Standard 250-1991 for Type 4 enclosures. Any evidence of internal moisture after testing shall be cause for rejection. Production Quality Control Testing. The following Production Quality Assurance tests shall be performed on each new module prior to shipment. Failure to meet requirements of any of these tests shall be cause for rejection. These results shall be retained by the manufacturer for seven years. Burn —in period shall consist of each signal module being energized at rated voltage or a 30 minute stabilization period before the measurement is made. Each module shall be tested for rated initial intensity after burn —in. A single point measurement, with a correlation to the intensity requirements of Section 1.04 of the VTCSH for circular modules, may be used. The ambient temperature for this measurement shall be a +25°C (+77'F) Each module not meeting minimum luminous intensity requirements of 3,750 cd/m2 for Hand and 5300 cd/m2 for Walking Person Symbol shall be cause for rejection. Each module shall be tested for required power factor after burn —in. Each module shall be measured for current flow in amperes after burn —in. The measured current values shall be compared against rated values resulting from design qualification measurements under "Design Qualification Testing". The current flow shall not exceed the rated value. Each module shall be visually inspected for any exterior physical damage or assembly anomalies. Careful attention shall be paid to the surface of the lens to ensure there are no scratches (abrasions), cracks, chips, discoloration, or other defects. Any such defect shall be cause for rejection. Maintenance Period and Replacement Modules Three extra modules of each size and type that are furnished for this project shall be delivered to the Engineer for use as replacements for modules that may fail. Pedestrian Push Buttons Fastener Pedestrian push buttons shall conform to the provision in Section 86-5.02 "Pedestrian Push Buttons Assemblies" of the Standard Specifications and these special provisions. Pedestrian push button signs shall be fastened with tamper proof L.H. Dottle Co., stainless steel button head star pin fasteners, 8/32" x 1 /2" T83212T or equal. Guarantee Pedestrian Signal Face (Combination Raised Hand/Walking Person) section modules shall be guaranteed by the Contractor by supplying the City with the original manufacturer's warranty after the project is accepted by the Engineer. The warranty duration shall be as outlined under the following warranty section. Warranty The manufacturer shall provide a written warranty against defects in materials and workmanship for the Pedestrian Signal Face (Combination Raised Hand/Walking Person) modules for a period of 60 months after installation of the modules. All warranty documentation shall be given to the Engineer prior to installation. CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. The contractor shall furnish the controller and cabinet assembly for each location conforming to the City "Traffic Signal Control Equipment Specifications". The central pad on the Foundation Detail in State Standard Plan ES-413 shall be increased from a height of 3.5" to a height of 12. Full compensation for cast —in —drilled hole concrete pile foundations shall be considered as included in the contract lump sum price paid for the item requiring foundations and no separate payment will be made therefore. GUARANTEE. The Contractor shall furnish a written guarantee to the City onCity provided form, guaranteeing all systems, except traffic signal lamps, installed under this contract for a period of one (1) year from the date of acceptance of the work. The guarantee. properly executed, shall be filed with the City before notice of completion and final acceptance is made by the City of the work described on the plans and these special provisions. The controller cabinet shall be equipped with two cabinet lights, one for the front and one for the rear doors and shall have a switch control at each door that energizes both lights automatically when either door is opened. Fixtures shall be mounted on the inside top of the cabinet near the front edge. Fixture shall be provided with an F15T8 cool —white lamp operated from a normal power factor UL or ETL listed ballast. All Controller cabinets shall have McCain's Traffic supply document drawer model JC5-332drawer-3 or equivalent, installed in cabinet. All spade lug connections within the 332 cabinet shall be crimped and soldered. STREET LIGHT BOX ADJUSTMENT. Frames and covers of existing street light boxes shall be adjusted to grade in accordance with the provisions in Section 15-2.0-5, "Reconstruction", of the Standard Specifications, the details shown on the plans, these special provisions, and City Standard S-31. If existing street light box frames and covers are damaged during removal, a new frame and cover shall be furnished. The surface of the concrete shall be protected from pedestrian traffic for a minimum of three days. MAINTAINING TRAFFIC. The Contractor shall furnish, install and maintain signs, lights, flags and other warning and safety devices when performing work which interferes with or endangers the safe movement of traffic on any street or highway. Signs, lights, flags and other warning and safety devices and their use shall conform to the requirements set forth in the current "Manual of Traffic Controls — Warning Signs, Lights, and Devices for Use in Performance of Work UponHighways," published by the State of Colifornia, Department of Transportation. Application and use of devices shall be as specified and as directed by the Engineer. The Contractor shall keep the Bakersfield Fire Department informed at all times as to the exact location and progress of the work and shall notify them immediately of any streets impassable for fire fighting equipment. The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience", of the Standard Specifications, shall be amended to read as follows: Construction operations shall be actively in progress only between the hours of 8:30 a.m. — 4:00 p.m., Monday through Friday, except legal holidays. Where construction operations are actively in progress, a minimum of one traffic lane, not less than twelve feet in width, shall be open for use by public traffic. Where construction operations are not actively in progress, not less than two such lanes shall be open for use by public traffic. Public traffic may be permitted to use the shoulders and, if half —width construction methods are used, may also be permitted to use the side of the roadbed opposite to the one under construction. No additional compensation will be allowed for any shaping of shoulders necessary for the accommodation of public traffic thereon during paving operations. In order to expedite the passage of public traffic through or around the work and where ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and mantain construction area signs, lights, flares, temporary railing (Type K), barricades, and other facilities for the sole convenience and direction of public traffic. Also, where directed by the Engineer, The Contractor shall furnish competent flagmen whose sole duties shall consist of directing the movement of public traffic through or around the work. When deemed necessary by the City, the signs "Road Work Ahead", No. W20-1 and "End Road Work", G20-2, shall be furnished, installed and maintained by the Contractor at locations as directed by the Engineer at least 48 hours in advance of any construction. EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing facilities shall conform to the provisions in Section 15, Existing Highway Facilities", of the Standard Specifications and these special provisions. Existing City highway signs and street markers shall remain the property of the City. Such signs and street markers shall be relocated and maintained during construction so as to convey the same intent that existed prior to construction. Existing City highway signs and street markers shall be placed in their permanent position by the Contractor's forces prior to completion of construction. Signs removed from the project area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. ROADSIDE SIGNS. Roadside signs shall conform to the provisions in Section 56-2, "Roadside Signs", of the Standard Specifications and these special provisions. Miscellaneous roadside signs shall conform to City Standard TS-4. WARNING —REGULATORY SIGNS. Sign panels shall be mounted on posts with Hawkins M2G series bolt and vandal proof nut assembly or equal. Roadside signs installed per Standard T-19 shall be relocated within sidewalk 6 inches from back. SIGNS —MEASUREMENT. Signs ground mounted on steel posts shall be measured by the unit. One or more sign panels mounted on a single post installation shall be counted as one unit. Signs mounted on the signal most arm or signal pole standard shall be included in the lump sum price paid for the traffic signal. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings to be removed will be as shown on plans and as designated by the Engineer. Traffic stripes and pavement markings shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Where blast cleaning is used for the removal of painted traffic stripes and pavement markings, the area shall be shielded so that no material from the blasting operation is allowed to enter the area that is open to the public traffic. Sand or other material deposited on the pavement as a result of removing traffic stripes and markings shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Traffic stripes shall be removed before any change is made in the traffic pattern. Blast cleaning for removal of traffic stripes shall be feathered out to irregular and varying widths. Pavement markings shall be removed by blast cleaning a rectangular area, rather than just lettering or markings, so the old message cannot be identified. After removal of traffic stripes and pavement markings, a fog seal coat shall be applied in conformance with the provisions in Section 37, Bituminous Seals", of the Standard Specifications and the following: In traffic stripe removal areas, the fog seal coat shall be applied over the traffic stripe removal area and to irregular and varying widths with an average width of 2 feet on each side of the blast cleaned traffic stripe removal area. In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned rectangular area. Full compensation for furnishing and applying fog seal as specified herein shall be considered as included in the contract price paid per square foot for removal of traffic stripe and pavement marking and no separate payment will be made therefor. . Nothing in these special provisions shall relieve the Contractor from his responsibilities as provided in Section 7-1.09, "Public Safety," of the Standard Specifications. TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings shall be thermoplastic and shall conform to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings," of the Standard Specifications. PAVEMENT MARKERS. Pavement markers shall conform to Section 85 "Pavement Markers" of the Standard Specifications. TRAFFIC DELINEATION. Immediately after any construction operations where traffic delineation is obliterated or when directed by the Engineer, the contractor shall replace all obliterated pavement delineation with temporary delineation during the some work period, and in no case later than 7:30 a.m. following such work period. Temporary delineation consists of reflective traffic line tape applied in pieces not less than 4 inches long nor less than 4 inches wide, spaced no more than 20 feet apart on tangents and no more than 10 feet apart on curves. Apply reflective traffic line tape in accordance with the manufacturer's instructions. Temporary delination must be the some color as the permanent delineation. Remove temporary delineation applied to asphalt concrete patches immediately prior to applying asphaltic emulsion tockcoat for asphalt concrete overlay. Traffic stripes and pavement markings shall conform to Section 84, "Traffic Stripes & Pavement Markings," of the Standard Specifications and these special provisions. Traffic stripes and pavement markings shall be thermoplastic and shall conform to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings". The first sentence of Section 84-2.01 "Materials" shall be revised to read: The thermoplastic materials shall conform to State Specification 8010-21 C-19. Pavement markers shall conform to Section 85 "Pavement Markers," and these special provisions: Pavement markers shall be placed with rapid set epoxy per Section 95-2.04 of the Standard Specifications. DETECTORS. Detectors shall conform to the provisions in Section 86-5, "Detectors," of the Standard Specifications and these special provisions. Location and layout of detector loops shall be as directed by th City Engineer. CONSTRUCTION MATERIALS: Loop detector lead—in cables shall conform to the provisions in Section 86-5.01 A (4), "Construction Materials," of the Standard Specifications and these special provisions. Loop detector lead—in cables shall be Type B, and shall conform to the following. Loop wires in the pull box shall be twisted at a minimum rate of 5 turns per foot, and the splice must be soldered and completely waterproof. Connect one end of the shield to earth ground (at cabinet) and insulate other end with no possible path to earth ground. All spade connectors used to attach to terminals inside the controller cabinet shall be crimped and soldered to the conductor. INSTALLATION DETAILS: Installation details shall conform to the provisions in Section 86-5.01 A (5)9 "Installation Details," of the Standard Specifications and these special provisions. Slots cut in the pavement shall be blown out and dried before installing inductive loop detectors. After conductors are installed in slots cut in the pavement, the slots shall be filled with epoxy sealant conforming to the requirements in Section 95-2.09 "Epoxy Sealant for Inductive Loops," to within 1 /8 inch of the pavement surface. The sealant shall be at least 1 /2 inch thick above the top conductor in the saw cut. Before setting, surplus sealant shall be removed from the adjacent road surfaces without the use of solvents. In lieu of the epoxy sealant specified above, slots may be filled with either of the following materials.- 1. An elostomeric sealant conforming to Section 86-5.01A (5) of the Standard Specifications. 2. Asphaltic Emulsion Inductive Loop Sealant conforming to Section 86-5.01 A (5) of the Standard Specifications. Identification of each conductor pair shall consist of labeling the phase and detector slot number (e.g. — 6J2L, 8J8U, 315U, etc.) in permanent ink on a tag suitable for such purposes (Stuart Electric Ty Rap, Catalog No. TY5532 or approved equal). If asphalt concrete surfacing is to be placed, the loop detector conductors shall be installed prior to placing the uppermost layer of asphalt concrete. The conductors shall be installed, as shown on the plans, in the compacted layer of asphalt concrete immediately below the uppermost layer. Installation details shall be as shown on the plans, except the epoxy sealant shall fill the slot flush to the surface. Detector loops in concrete pads shall be sealed with epoxy sealant. PREEMPTION SYSTEM. The contractor shall provide a fully operational preemption system. The contractor shall furnish and install Opticom 711 (Single Unit) preemption devices as indicated on the signal plans including all cables and mounting hardware. The contractor shall also furnish and install an Opticom 754 phase selector unit in the controller cabinet. Exact preemption hardware mounting placement shall be determined by the Engineer in the field. The optical detector cable (3—M Opticom Model 138 or equal) shall have four conductors of AWG #20 (7X28) stranded individually tinned drawn wire to provide signal integrity and transient protection. The individually tinned copper, color —coded insulation shall be as follows: a. Orange for delivery of optical detector power (+ b. Negative return wire for optical detector power —) c. Yellow for optical detector signal #1 d. Blue for optical detector signal #2 TRAFFIC SIGNAL INTERCONNECT. Signal Interconnect Cable shall be six or twelve pair as shown on the plans and shall conform to the provisions in Section 86-2.08E, "Signal Interconnect Cable, of the Standard Specifications and these special provisions. The conductors shall be solid #19 AWG annealed copper in twisted pairs. The conductors shall be no less than 4 turns per 14 inches for twelve pair cable and 3.5 turns per 14 inches for six pair cable. The cable shall have a corrugated copolymer —coated 8—mil aluminum tape applied longgitudinally over the core wrap. These cables must meet the requirements of PE-3 9 and ANSI/ILEA S-84-608-1988. Install 3M communications 4460—S ground shield connection in all necessary controller cabinets for 12 pair cable. Each individual run of cable shall be grounded at one end only, as directed by the City Engineer. Install 3M communications 4460—D ground shield connection for 6 pair cable. A pull rope conforming to Section 86-2.05C "Installation" of the Standard Specifi— cations shall be included in all interconnect conduit for installation of future conductors. m� Z V) c� G d v W N M Q �Z a