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HomeMy WebLinkAbout5.1-12251y 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 II I b EEE 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 5t 7 (E) A.C. DME CURB Ty!". - a I 'P 1 00 C5 cq 6329 PH 2 C3 i CN lhvil. BK,z5',-8.v PC IRMI SEE MEDIAN TAPER Ls I7- VIALL (E) L Q'BLOCK CURB GUITTER & t-/ END OF (E) CURB AND SIDEWALK & GUTTER AND SID5,1Z TYP. UNn'7 M. 911K521,f G, 11422 > S STREIET PLAN -SEE SHEET 3 . IU+UU.UU G.L. IU 26+2U.16 C.L. C.0 1 G 3TRIPING PLAN PLAN -SEE SHEET 4 SCALE: 1" 50' HORIZONTAL 1 5' VERTICAL NOTE: FOR SAWCUT LINE STATIONING -SEE SHEET 5. cn 362 362 F_T__­F-i____F__ 1 1 1 i i I I I I I 1 --1 -7-7--f- 7 i 360 358 356 354 352 350 348 100 C14 IMO iN 04 i 3 cq cc 0i M d to te) 04 C� n > te) i W > I Nt. -0; n ® -A! f I n =0 > > Li LJ uj 10 w aw- LLj Lu Lij bi 1A __3 _-D ® uj Uj ui >: Ag Lfj LLj _j W ui LL L LL I- w LLJ LLJ st- C-4 to Lb C) to + n + x r_� 5! + cc C4 0 u� S -- + LLJ < 04 P_ 4 T C14 QR 4 cq C� •�w M 1- u I CD C14 + r- z 25 CL 4 r- 0) 00 u') cr co -a N im 1 + + I CC i + M 0) V_ 171 kemox-I �<- an + GROU14D ib C.4 0� - -4c� 04 z 04 + C14 0 t..; C44 04 ck� C) :r 1 c1q d + APPROX. (E) GROUN� icom:11 0) 0 CENTERLINE Q + . V_ F , , 0� + uj %-- 01 . + LO C-1 < L0 CC M 0? 0� d s CO OE ix, c3n -9- C3 < z La 4) CENTER J*NtE w 0 i - L M C/) W U) 1M cn 6 U) I Lu (n cl z w r s =0.26% S=-O.�i 0% w 7) - =-0-2.51 15 -1 M ----a 0-- (n UjAcn 1:6 W-.- A % cr (n Ls=LAT Lu En - .- - S! =0.25% € S6 ( - S=0.257. - - - - --- i S= 0.25% I ® S=-O-53% (3=08% _L__PR!-OP0SED- S=- ).27% (E) Ff I . 1# •I k ' 70- S= -0.5D L-PROPOSED EAS T S=0.27% FLOWLINE I { ILE 'OPOSED AST W1JN[E­ LPR OSED EAST -0.712% S=•ROPOSED Ck ERI-VEW-AY ENTRANCE ip 4r-2 Mir - EAST -S=0.26 UK LN lt(ANLXI FLOW14ME 1 DRIVEWAY ENTRANCE 1DRIVEWAY ENTRANCE EfflitITIJ smay.T.1goon.. -Fxi"Lf ijiiji , IF 0 IL . . In rl 10+93.42 54.00RT. 10+98.42 54.08RT. 11+03.42 11 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. 73.42 64.69RT. 1 11+78.42 64.92RT. 11+83.42 65.00RT. FUTURE MEDIAN TAPER DATA III 1 ICI 9.00RT. 8.92RT. 8.69RT. 8.30RT. st of 7.75RT. • if 7.05RT. 6.19RT. # 5.17RT. # 4.00RT. 6.00LT. It 7.17LT. I st 8.19LT. 9.05LT. # 9.75LT. 10.30LT. 10.69LT. fil 10.92LT. il Mgi 11.00LT. MEDIAN TAPER DATA 4.58RT. II 4.26RT. 3.86RT. 3.29RT. 9.85RT. 1.68RT. # 4.1 OLT. 4 99LT. 5.711LT. 6.28LT. • w 6.68LT. • 6.92LT. 48.00RT. i 48.08RT. 48.31 RT. • 48.69RT. 49.22RT. • 49.91RT. 50.75RT. fr 56.25RT. • 57.09RT. • 57.78RT. • 58.31 RT. • 58.69RT. 58.92RT. 59.00RT. 13.00RT. •12.87RT. 12.50RT. 11.87RT. 10.99RT. • 9.85RT. 8.47RT. 0.60LT. 1.98LT. • 3.12LT. 4.00LT. 4.63LT. • 5.00LT. 5.13LT. MEDIAN TAPER DATA III I LOW$) s s ZA s 5.III00RT. 4.92RT. 4.67RT. 4.25R•T. 3.67RT. 2.92RT. 2.00RT. 4.00LT • 4.92LT. 5.67LT. 6.25LT. • 6.67LT. • • 6.92LT. 7.00LT. ■ ■V =',F, 10 ■ mail#] "A L Ixty.11 M 111 0,1M 1112 1 ■ ■ ■ ■ ■ MUNI ing-_ VA 00 IN M.- A INIMMINW01 I=A 0 AN wi il ■ ■ ■ II ■ ■ ■ • • • ■ II A-M ■ -ElmIf ■ ■ ■ • • ■ ■ ..... ... ....• YII ■ • ■ ■ • ■ II I I N rg ■ A al-kc,xiguragonag ■ ■ ■ ■ ■ III M • M, ---- ----------- 14+00 15+0 MEDIAN SMON CON't-.- n48 POINT ON MEDIAN CURB • T.P. ELEV. 351.15 • ROADWA�/MEDIA N G.B. STA. 15+2• 8.01, C.L. 5.13LT. T.P. ELEV. 351.14� POINT ON MEDIAN CURB n5o STA. 18+44.41, C.L. 7.00RT. T.P. ELEV. 351.53' POINT ON MEDIAN CURB STA. 19+05.52, C.L. 7.00RT. T.P. ELEV. 351.64� POINT ON MEDIAN CURB STA. 19+95.52, C.L. 7.00RT. T.P. ELEV. 351.91' Fg� POINT ON MEDIAN CURB STA. 21+15.52, C.L. 7.00RT. -As T.P. ELEV. 351.64 BDIAN CURB STA.7.00RT. T.P. ELEV. 352.29' CENTER -MEDIAN CURB STA. 21+65.52, RT. P.R.C.-MEDIAN CURB STA. 21+66.70, C.L. 6.61 RT. T.P. ELEV. 352.30' E.C.-MEDIAN CURB STA. 22+02.18, C.L. 5.00 LT. T.P. ELEV. 352.30' B.C.-MEDIAN NOSE STA. 22+16.18, C.L. 5.00 LT. T.P. ELEV. 352.31" n CENTER -MEDIAN NOSE 59 'STA. 22+16.18, C.L. 6.00 LT. n6.C.-MEDIAN o B NOSE STA. 22+16.18, C.L. 7.00 LT. T.P. ELEV. 352.26' B.C.-MEDIAN NOSE STA. 22+18.18, C.L 7.00 RT. T.P. ELEV. 352.25' CENTER -MEDIAN NOSE STA. 22+18.18, ■C.L. 6.00 RT. E.C.-MEDIAN NOSE STA. 22+18.18, C.L. 5.00 RT. T.P. ELEV. 352.30' F6� BEGIN 90' TAPER STA. 23+67.18, C.L. 5.00 RT. F6i5 END 90' TAPER STA. 24+57.18, END MEDIAN CURB/MATCH (E) STA. 25+06.06,7.00 IT. ELEV. MATCH (E) END MEDIAN CURB/MATCH (E) 4:) STA. 25+06.06, C.L. 7.00 R ELEV. MATCH (E) POINT ON MEDIAN CURB STA. 20+49.10, C.L. 7.00 LT. T.P. ELEV. 351.94! POINT ON MEDIAN CURB STA. 21+78.20, C.L. T.P. ELEV. 352.39' F7� POINT ON MEDIAN CURB STA. 23+21.09,5.00 RT. T.P. ELEV. 352.39 1 16+00 POINT ON MEDIAN CURB STA. 23+21.08, C.L. 7.00 RT. T.P. ELEV. 352.36' POINT ON MEDIAN CURB STA. 24+07.18, C.L. GRADE BREAK- POINT ON ROADWAY STA. 13+51.42, C.L. 47.00 RT. T.P. ELEV. 350.02' GRADEBREAK- POINT ON ROADWAY STA. 15+90.37, C.L. 43.36 RT. T.P. ELEV. 350.04' GRADE B■ REAK- n75 POINT ON ROADWAY STA. 21+65.52, C.L. 46.00 RT. T.P. ELEV. 351.37 31 POINT OF SAWCUT LINE/ POINT OF MEDIAN CURB STA. 16+02.66, C.L. 1.00 LT. T.P. ELEV. 351.17' MATCH (E) GRADEBREAK- POINT ON ROADWAY STA. 17+94.63, C.L. 46.00 RI T.P. ELEV. 350 * 406' GRADE BREAK- POINT ON SAWCUT STA. 16+43.23, C.L 1.00 LT. MATCH T.P. ELEV. 351.22' CURVE TABLE ■ I II II 90000"00 II II I II II 91*02'316I 9$ Ir II 90*00loo" III I 90,00$00 1 I III I II Lu swow"=-� ffelsII a 111111 irol I 1 18000000 Elm '02" 177*54III 41*3347" II I Lu 180000,00 III IIII NOO*21'1 9"E III I II NO.01*.211"19. II • NOO*21'19"E NOO*21'116-� II NOV21'1 9"E N NOO*2 1'1 9"E NOO*2 19 E N01-*02'59 n E NOO!21'19"E NOO'21'1 9"E__ NOO�21'19"E N01*0259E NOI*02'59III "E N01-02' 59"E■ N00021'19"E III III II ------- - --- NOO'21'19"E NOO*21'19 E I!'--.-.NOO'21'19nE I III 1 19 E NOO*2II III NOV21'1 9"E II II ME, II III III IIIIII NOV21II11 I II'19"E IIII III III N00021'1II 9"E N89038 41"W• N8• 9* 1 5vO2"W N8938'41i7 II. II, LOW 19+00 20+00 21+00 LEQE1 • LE9END (CON EEMATIONS .L♦ FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE -0- (E) POWER POLE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ® ELEVATION E.V.C. END VER11CAL CURVE (E) DOWN GUY B.C.R. E.C.R. BEGIN CURB RETURN END CURB RETURN P.R.C. POINT OF REVERSE CURVE (E) ELECTRICAL METER B.C. BEGIN CURVE G.B. GRADE BREAK R11 E.C. END CURVE T.C. TOP OF CURB -- i (E) TRAFFIC SIGN P.I.V.C. POINT OF INTERSECTION T.P. TOP OFPAVEMENT OF VER11CAL CURVE F.C. FINISH CONCRETE 0--i'D (E) STREET LIGHT P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE P.C.C. POINT ON CONCAVE CURVE R/W OF -WAY RIGHT -ma 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/O CURB & GUTTER I B BACK OF WALK OS (E) SEWER MANHOLE C.O.B. CITY OF BAKERSFIE H.P. HINGE POINT G.B. GRADE BREAK 00 (E) STORM DRAIN MANHOLE 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST- 22- @ EYJS11NG SURVEY MONUMENT 0 (E)GAS VALVE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 1: E LE, (E) PG&E GAS PIPELINE MARKER =0 I (E) FIBER OPTIC MARKER TRAFFIC SIGNAL PULL BOX L10 --- --------- 49 L11 L30-* LPROJECT BOUNDARY( I CENTERUN F-A-71! U13 .......... ti B �B DETAIL "BIE11" SCALE: 1"=10' PROJECT BOUNDARY(. CENTERLIN 22+50 23+00 L 24 04 2 DETAIL $$AA$$ SCALE: II I wwoffiffim 360 358 356 354 350 348 LEGE E (E) ELECTRICAL LINE FURNISH & INSTALL SPUC (E) SEWER LINE BOX FOR INTERCONNECT TR5--NO. 5 SIZE (E) TELEPHONE LINE (E) OIL LINE (E) GAS LINE (E) EDGE OF PAVEMENT (E) OVERHEAD UNE w E WATER LINE x -X (E) CHAIN UNK FENCE _D (E) DRAIN LINE o,­.00.000 cl (E) WOOD FENCE _j- (E) TRENCH LINE (E) GROUND CON R FO (E) FIBER OPTIC LINE OH (E) O.H. ELECTRICAL UNE(S) G) CURVE NUMBER A. EASEMENT LEGEND- (E) OIL LINE <t> SEE SHEET 1 CENTERLINE CONSTRUCTION NOTE PROJECT BOUNDARY STATION DESCRIPTION RIGHT-OF-WAY /-PIPE SIZE --------------------- SAWCUT LINE 4 W-UTIUTY- W-WATER S-SEWER IRR-IRRIGATION PROPOSED E.P. G-GAS D-DRAIN O-OIL FLOWUNE (E) CURB AND GUTTER DESiGNAM& FLOWLINE PROPOSED CURB AND GUTTER SEC11ON LETTER A lip Ic FURNISH & INSTALL INTERCONNECT CONDUIT SHEET WHERE SECTION IS SHOWN c.oNs]guanot ii . TYPE "B" CURB & GUTTER (E) OVERHEAD UTILITY LINES TO BE PER C.O.B. STD. ST-1. RELOCATED BY OTHERS. CONSTRUCT 5.5' COMBINATION TYPE (E) SIGN TO BE REMOVED OR RELOCATED. SIDEWALK PER C.O.B. STD. ST-5 SEE 4) X PAINT ---------- N TYPE "M" MEDIAN CURB ON TRAFFIC YELLOW COLOR, SEE STRIPING - - - - - - - tM ----TBP THE EAST SIDE OF CENTERLINE PER C.O.B. PLAN ON SHEET 4. ROJECT OUNDARY( "\. 10 STD. ST-2. SEE ALSO DETAIL "1" ON SHEET 6. 9 MEDIAN TO BE HARDSCAPED PER C.O.B. STD. DETAIL CENTERLIN 1 �Lvl CONSTRUCT TYPE "M TACK ON MEDIAN TRAFFIC SIGN -SEE SHEET 4. m E n: /OCR� DETAIL $$CC#$ SCALE: 1"=10" \Z.I/ PROJECT BOUNDARY 23+50 - - �- - -1 - - - - - - - 'E� -T #R-TfE-WEb!--b1JF-#1F 1071tlr� I C.O.B. STD. ST-2. SEE ALSO DETAIL "1' CONSTRUCT ONE-WAY MEDIAN OPENING CONSTRUCT HANDICAP RAMP PER PER C.O.B. STANDARD DETAIL T-14. CALTRANS REVISED STD. PLAN R.S.P. (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 DEMO (E) PAVEMENT AND RE -CONSTRUCT. MODIFICATION PLAN. CONTRACTOR TO VERIFY EXISTING MEDIAN TO BE LANDSCAPED ■LANDSCAPE ■PLAN. BEFORE CONSTRUCTION AND SEPARATE NOTIFY ENGINEER OF DISCREPANCIES. FURNISH AND INSTALL 2 - 4" PVC 9 (E) TRAFFIC SIGNAL TO BE RELOCATED, SCHEDULE 40 IRRIGA11ON SLEEVE. SEE SEPARATE TRAFFIC SIGNAL SAWCUT ALONG CENTERUNE OR MODIFICATION ■PLAN ■FOR DETAILS. AS DIRECTED BY ENGIN EER/I N SPECTOR. III (E) CROSSWALK BUTTON TO BE CONSTRUCT 1' WIDE MEDIAN GAP FOR RELOCATEDSEPARATE TRAFFIC SURFACE DRAIN. 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. (E) CURB AND HANDICAP RAMP TO BE U8 NOT USED. REMOVED. SAWCUT WE) E.P. 1' BEYOND CENTERLINEWATERLINE TO BE EXTENDED SEPARATE WATER PLAN. OR AS DI ECTED BY ENGINEER/IN SPECTOR. (E) ROAD REFLECTORS AND N-1 MEDIAN TO BE LANDSCAPED IN THE SIGN TO BE REMOVED. RE FUTUUPON DEVELOPMENT ON THE EAST SIDE OF OLD RIVER ROAD. 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 70' 30068.89' 30' t v v Im ONSIRKno . NpIES.- 6.01 CONSTRUCT TYPE "B" CURB & GUTTER (E) OVERHEAD UTILITY LINES ' TO BE <vA>llt (E) R/W 57. 9' PER C.O.B. STD. ST-1. RELOCATED BY OTHERS. 5.5' 64! v CONSTRUCT 5.5' COMBINATION TYPE (E) SIGN TO BE REMOVED OR RELOCATED. 2' SIDEWALK PER C.O.B. STD. ST-5 (SEE 29 w 61.89 789' 6PAINT MEDIAN NOSE NTH STANDARD . 29 1_�.20' DETAIL ON SHEET 4). 46.31' 17.69' 17.93' '2" 0' 11 '1 /---% 0 m. 0 2' CONSTRUCT TYPE "M" MEDIAN CURB ON TRAFFIC YELLOW COLOR, SEE STRIPING a. 5.5' CL X15- THE EAST SIDE OF CENTERLINE PER C.O.B. PLAN ON SHEET 4. 44 Gi 7 LL: 3 S/w 0- -2. SEE ALSO DETAIL "ll" ON Q CD 4 0­% cl- STD. ST MEDIAN TO BE HARDSCAPED PER C.O.B. 2%•�2 w 22. 8' SHEET 6. STD. DETAIL L-12. ''Z 2.537o uj, 46.89' 0 v LLJ m CONSTRUCT TYPE "M-1" TACK ON MEDIAN ID jo_..PROUI�[D 0- 1 (N) TRAFFIC SIGN -SEE SHEET 4. 0 uo 0 0 J�)_ GROUND 1-01 00, E GROUND ON THE WEST SIDE OF CENTERLINE PER 7 41 2�% C.O.B. STD. ST-2. SEE ALSO DETAIL "l' CONSTRUCT ONE-WAY MEDIAN OPENING 2.74% A.C. PAVINGJ FUTURE,) 2.75% CONSTRUCT HANDICAP RAMP PER 1.30' AGG. BASE MEDIAN GROUND I., I PER C.O.B. STANDARD DETAIL I Q 0 0 0 0 0 0 0 o"o'V 0 V0,0 0 0 0 0 0 Q � \' 5 0 V n non 0^0 0 S�)'�RPUND CALTRANS REVISED STD. PLAN R.S.P. (E) TRAFFIC SIGNAL BOX TO BE R VALUE = 29 0.75' COMPACTED SUBGR DE 4 un ll� p A88A CASE "A" - SEE DETAIL "'I" ON RELOCATED -SEE TRAFFIC SIGNAL 11 = 9 COMPACTED TO 95% 2 1 0.45! A.C. PAVINGJ ' SHEET4. MODIFICATION PLAN. 1.30- B SE 3 FURNISH & INSTALL 9500 LUMEN FOR TRAFFIC SIGNAL -SEE SHEETS 6 1/00P�l PANAMA LANE R VALUE = 29 0.75 COMPACTED SUBGRADE STREET LIGHT PER C.O.B. STD. ST-23. THRU 9 FOR TRAFFIC SIGNAL �... J6O STA. 10+83.36, C.L. TI = 9 COMPACTED TO 957. DEMO (E) PAVEMENT AND RE -CONSTRUCT. MODIFICATION PLAN. SCALE: 1"=10' MEDIAN TO BE LANDSCAPED - SEE rP6-"'\ PANAMA LANE CONTRACTOR TO VERIFY EXISTING SE ARATE LANDSCA E PLAN. @ STA. 15+61.24, C.L. TIE-INS BEFORE CONSTRUCTION AND FURNISH AND INSTALL 2 - 4" PVC 1"=1 0' N011FY ENGINEER OF DISCREPANCIES. SCHEDULE 40 IRRIGATION ISLEEVE. (E) TRAFFIC SGNAL TO BE RELOCATED, vA (N) R/W 67.46 30 (E) R/W SEE SEPARATE TRAFFIC SIGNAL SAWCUT (E) E.P. ALONG CENTERLINE OR 6.0' MODIFICATION PLAN FOR DETAILS. AS DIRECTED BY S5/.5w 64.CSOURNFSATRCUE CDTR1A' WIDEENGMIEDAN/GAP FOR . 1 ' I W ' IC IN. SIGNAL MODIFICATION PLAN FOR DETAILS. INSTALL END -OF -STREET STANDARD 2' 46.91' 17-09' 16.46' 8.23$ ►60.46' 28.k9►,, (E) TRAFFIC SIGN TO BE RELOCATED- TYPE III BARRICADEWITH W-31 (CA) SIGN 2p 6.0' vN AND OM4-3 MARKER PER DETAIL 3 1 10-PRONU 4-.1 Y/Af a: J 11. w 1, 0. �_ 2 SEE STRIPING PLAN ON SHEET 4. ON SHEET 3. 7 ?'.lu� LE) GUND u: 23-11' 12.31, 2% uj 2Q z I I g (E) CURB AND HANDICAP RAMP TO BE A. 5.5 REMOVED. NOT USED. 4D _.GROU� P-9-1 71-P lu� 0 no S/w WATERLINE TO BE EXTENDED SEE :0 0 009'0'0'0'0�01 0 0 11 V, 0 o'o (D (D a- k . 0 10,- n 2 _0E GROUND 2 3� SAWCUT �E) E.P. 1' BEYOND CENTERLINE g29 4. 44� 1 E SEPARATE WATER PLAN. 0.45' AC4 4814! 43 846' 1465' ORASDIECTEDBYENGINEER/INSPECTOR. .. IAN TO BE LANDSCAPED IN THE 1.' J (E) ROAD REFLECTORS AND N 30AGO. SE MEDIAN FUTURE UPON DEVELOPMENT ON THE R 0 .2% --% SI .GN TO BE REMOVED. .75' COMPACTED S BGR DE z EAST SIDE OF OLD RIVER ROAD. VALUE 29 304% uj 11 9 COMPACTED TO 95% F-4 -91 711 F_ �"__ 14 GROUND 0✓ 0 V 70000000 V V I <u /`P�2 PANAMA LANE Vk 92�� 4.1 @ STA. 12+46.98 C.L. 2 1 0.45' AC. PAVING 31 . 1.30' AGO. BASE 3 SCALE: 1"=10" R VALUE = 29 0.75' COMPACTED SUBGR E (N) R/W 71.00' 'n = 9 COMPACTED TO 957o VA P (E) R/W rP7 ANAMA LANE 5.07' 65.93" 30 @ STA. 16+39.80, C.L. SCALE: 1"=10' 5.5' 64' 2* S ------------- %/l 49.08' 14.92' 14.06' 13.25 p Y/,v cl: a. 0- M w uj 2$ VA� '.j 0 _(g__qRCLUND 3� 2% 2.27% U-1 uj T0 . 9-7 q �0'o 0 0 0 00000 00o! Yo'_02�oyou_ A 0 n-e%-^ O'D onono 0, 0- 0'-o .2 NO Ap_..qkc!U_ 2 cl 0.4V A.C. PAVING-J FUTURE,) 1.30' AGO. BASE MEDIAN laum- Om R VALUE 29 0.75' COMPACTED SUBGRADE J 'n 9 COMPACTED TO 95% PS� PANAMA LANE STA. 13+22.98, C.L. SCALE: 1"=10" R/W 71' jol (E) R/W 61' 64! R VALUE 29 0.75' COMPACTED SUBGRADE J 'n 9 COMPACTED TO 95% .00-ft, /00N_� PANAMA LANE @ STA. 13+90.00CL SCALE: 1"=10' , .. Em moo= 69.40' 58.40' 62.40' R VALUE 29 0.75' COMPACTED SUBGRADE J 9 COMPACTED TO 95% ��P5 PANAMA LANE ..................... . ....... : "=10" 15+32.96, C.L. SCALE1 q 30' 0 # tE)_�P�UND_ 66' .A 55' 6.0' 56 5.5' ' 5.25' S/w 37.0724. ,,--SAWCUT mI 1LINE G R 0 UJ 4-1 YAt w 2X La 4 GROUND 0 0 V V V v V 0 0 00-00 (E) 0 0 0 0 0 o'o 0 0 0 120_0�0 - 0 PAVEMENT 2 1 0.4V A.C. PAVING 1.30' AGO. BASE R VALUE 29 0.75' COMPACTED SUBGRADE J TI 9 COMPACTED TO 95% ��P8 PANAMA LANE @ STA. 17+68.60, C.L. SCALE: 1"=10' mw MEW UIT I I F BAK 01��It=LD � 1 1 1 1 1 , • . � • 1, 1 PLANS)CALTRANS STANDARD PLANS (2006 STD. BAKERSF1 L cup C'TY STANDARDS ENT STD. PLANS) LEGEND � INDEX OF SHEETS 0 SIGNAL STANDARD (REFER TO POLE SCHEDULE) CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) SHEET 11TLE 7. COVER SHEET 04 -i}- SIGNAL HEAD WITH PHASE # 8. TRAFFIC SIGNAL PLAN LUMINAIRE -MOUNTED ON SIGNAL STANDARD 9. SPECIFICATIONS e PEDESTRIAN SIGNAL 10. SPECIFICATIONS -m VIDEO CAMERA r r r SIGNAL CONTROLLER 9:00 ELECTRICAL SERVICE PEDESTAL i TRAFFIC CONTROL SIGN (AS INDICATED) =9j, CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) 10TE-0 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-304t 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STA NDARDS AS SET FORTH BY THE CITY OF :', HAVE BEEN MET. KERSFIELD iiq� ligillillillillillillll L ce Know what's below. Call before you dig-_ Traffic Signal Lighting +/�# i is # i #, i * i i • i # # i # # ! i i#. .## i ! !# ! # ! # ors # # # • # # # # i * y * i y J i ! IFZ EMS S �I /I I� ONIONS VEMMANWIRM li ■. I...... SEEN . ..... LED modules will have EPA Energy Star compliance, if applicable size and color. fluctuationsOperation Voltage The modules shall operate from a 60 HZ :1:3 HZ AC line over a voltage ranging from 95 volts to 135 volts. the !visable luminouseffect on the !Intensity of the indications. Operating measured at this , signalPower Factor The LED ll •90 or greater. THD Total ! distortion induced!Into an AC power line by a LED signal module shall not exceed 20 ! percent. 1! -* # Ir • lei i i # #� � # #; # Table 2-2 • • • !Minimumt ! ! t t r r 1111 s , � a i 1 I s wi uu/ul s J . uw 1 ■����V����II �IM��������III��IIMI��III�r� �Atlllrlll�*�k�'.. .r M rr 'L lonl �, wl # 4 Table 2-3 ♦ ♦ Maintained MinimumCircular Indications! r Ir 1 III I � �,, ■ � � J # • ■/I yI • r . r �11 miilYlli�ll���r������������i� * .. J 4 ► ! Y �I /1. J J IIIIIII�I�I�����IM�IWI�III� ! J J MaintainedTable 2-4 iIntensities ! i i wlllll I MissIr i # , iMA ICI IAIII� IIII�I� u III II 11� �IINIL IIIIII� r r rllNl dill wl * �y M► III /I IIM I �I/1 III �I I I/1 e II f d I 0,011 ! # mine MinimumTable 2-5 i i Indications i NONE j E - # i # i # _� ! ` # - - � � niff IT# -- it NOW'S ! # # # • ! # ! !. # # Iraw i r, I, r iAsa i # # # # # # ! `! # # is • ! *# • * # i • i+ a ter` # # ♦ ! # Ism t2rold"k-JINSWAF&I # followingThe !! ! specifications in the section. Type 1 modules can be manufactured under this specifications for the t : circular Bicycle indication PhysicalLane Control (future) t The module shall fit into existing! !on housings built! ! detailedt ! ! ! t t Traffic Control Signal Heads). • designedEach Type 1 module shall be installed in the doorfrome with maximumone—piece EPDM (ethylene prop�ene rubber) gasket. The t Each Type 1 module shall be a sealed tunit to include all parts necessary for operation (a printed circuit and shall be weather board,power supply, a lens and gasket, f installationproof after , coded,Two secured, color 600 V, 20 AWG minimum, jacketed wires, conforming! the National Code,rated for service ® ,are to be provided electricalt shall be 1 m t t ! !terminals i f Section• t ff, of the Standard Specifications. specifiedIf , the module willEwith an adapter that will screw into the base of the medium quickaccept the i . electricalThe . Lens The lens of the Type 1 module shall be integral to the ♦ unit,t smooth outer surface made of , plastic. The lens may be Etinted or may use transparent film or materials!similar characteristics contrasts. The use of tinting or other mate EchromaticityE ♦I The !iwithstanding LED ultraviolet « minimum i exhibiting evidence of deteriorat. polymericIf a is used, a surface coating or chemical used to provide front surface abrasion resistance. The followinj ffication requirements apply to the Ty sped _pe 2 module only. All general sped1 I 1 section. Type 2 modules can be manufactured under i ! I • circular ! ! ♦ ! ♦ f f tcal and Mechanical Requirements The module shall fit into existing1 ispecfications detailed in ITE Publication: Equipment and Material,(Vehicle Traffic Control Signal Heads), with the existing le, reflector and lamp socket remaining in , and without! E t designedEach Type 2 module shall be in the standard lamp socket normally used with an incodescent lamp. maximumThe weight Type 2 modules shall be a sealed unit containing all components necessary for o! , The installation require♦ ! ! reflector.standard lamp socket or installation !! tools.special ! * i II 'Lob NEMIM10 /r p #- !14 LOJ#a# bicycleThe !mate shape and size specificationin Figure for • bicycle! ♦ t t ! ! intent of the specification. The LEDs shall be spread evenly across the illuminated portion of the bicycle. ! i i The following ♦ It , All general EE 1specificallysection. designedThe module shall be a Type 2 module visibility i I with i t 1 . u I I rk uull Y SIM i NO [Wiwi y otherwiseUnless , pedestrian signals the following: # GENERAL Each module shall ♦ consist! !lieu of an incandescent lamp for use in traffic! 1 . The LEDs shall utilize appropriate1required color and shall be brightthe ultra type rated for100,000hours of continous! —40*C to +74*C. The modules shall be rated for a minimum life of 48 months. All modules shall meet all parameters of ! specification during ! period. The ! ! individual wired ! ture of oneor more LED will result in five percent of the signal light. Electrical Power Consumption aximum power comsumptionrequirements ! • i w I LED modules twill have EPA En shape, size and color. Operational indications.The modules shall o erate from a 60 HZ ±3 HZ AC line over a voltage ranging from 95 volts to 135 volts. te fluctuations of line voltage shall have no visible effect on the luminous Intensity of the erating voltage of the modules shall be 120 VAC. All parameters shall be voltage.measured of this greater.Power Factor The LED signal module shall have a power factor of 0.90 or distortionTHD Total harmonic . t it percent.LED signal module shall not exceed 20 SuppressionSurge signalThe i include voltage surge protection Sectionwithstand high repetition noise transients as stated In ...' , .. ALIEW # i; r # # • # # # # # ! # # • • E # # # i The LED signal module shall be rated for use in the operating temperature range of ENVIRONMENTAL REQUIREMENTS specifications throughout this signalThe LED 1 the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect all internal CONSTRUCTION The LED signal module shall be a single, self contained device, not requiringt assembly for installation Into I ®ng traffic signal module shall be integral to the E. circuitThe Inside i boards shall conform to Chapter .. , Section 6 of the n Electrical Equipment Specifications". . The assembly and tmanufacturing process for the LED signaldesigned to assure all ! . withstand sources.nternal components are adequately supported to shock and vibration from high winds and other materials.MATERIALS Material used for the lens and signal module construction shall conform to ASTM specifications for the Enclosures containing I materials.module shall be made of UL94VO flame retardant ! The lens of the signalmodule i is • E•e E . • #• # # r • r r # r • i • # • : r is # Ei F, of 6 • k r # # E ........E +! E � #E rr # ♦ #; i ` • , s , # # .........E # i r r # # � # E _ .. .. # E # • # i # # s # # E ! E • "" i ! E # # i # i is # # E " # ! • • • i # .........E ! "" # # # t # ! # # • � i i i # .. • • # E i # i i # # • QA process and test results documentation shall be kept on file for a minimum period of seven years. Testing.A quantity of two units for each design shall be submitted for Design Qualification on—timeBurn In. The sample modules shall be energized for a minimum of 24 hours, at 100 percent * performing before design r qualification . kIN # ## #- # # # Electrical. specifiedAll 1 productionquality assurance on power, E • # # # fit, • " # t "t F E # i E E # s • t t -# i ! • ! — i #0 low . #i # ...E ` # ! # #. # ! # ! ., ! # #i • i •. # i # # r r E "-#- s # r. s # E +r +► .# -r' r 11TUFANT21# •` # #i i- # # # i +► +� i r # a'r t IR k ■ #' i # # k � k # i # • i # # • ' • •` r • # r E # EE r # # ♦ r - ## s#- # r #- r # i' s • r s # r #: # •. � • i. � i# # # • � ;# ..........E -E ♦ E i E * t k i • # # # # # # # # +# r r r # r r# #• # k k . t . t t # _ _ ...E #. E • '! E EE E _ E # `#, #' # rr # # # • E # t r • # # s ••- # • • • # • # # # �.........E ""#, r E # •: # i # # #.. '"i ""# # • i # •. is • r # • # i ` i E i ` • ! # # r E EE # • # • .........E `!# r ## #'° •r `'# E ! E E ! r • # •• E +• r r : E * s # is # • # •# # i'" # E ! E • ■ - .. t _ — - .# _ E w t � # # � # .. _ # # "' • is # — "# � r r � # # �► "r r r r i # E • # r PIPa E. #. # r # • _ r # • ` • # ! # • # 1• # s OPTION r • • • ` # ` # r 100, EPIC Et N III# E Ills 19 E41101 - " k i # • # E # too Z # # i # # r 1. An elastomeric sealant conforming to Section 86-5.01A (5) of the Standard Specifications. r r rr # ►` ♦ # * # s +�` +► r� E #i # s' ` # it * F � • •# •' # i # # wi • # # # # i# s •" Me