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T8K059SIGNAL_LIGHTING_BRIMHALLATJEWETTA_PG1
i 37, CITY OF 'B42~A ~ ti -7ERSFI-E'*~L~D~ ~A'Kv LIST OF DRAWINGS 1. TITLE SHEET DEPARTMENT OF TT OF PUBLIC WORKS 2.-3. ROADWAY IMPROVEMENT PLAN ON BRIMHALL ROAD AND JEWETTA AVENUE 4. SIGNING AND STRIPING PLAN PLANS FOR TRAFFIC SIGNA BRIMHALL ROAD AND JEWETTA AVENUE SIGNAL AND LIGHTING SYSTEM SACRA:BNTO CI ~ Y U( E0KERS7FIEL7D SAN FRANCISCO 5. TRAFFIC SIGNAL AND LIGHTING SYSTEM ON BRIMHALL ROAD AT JEWETTA AVENUE INSTALLAT TA LLAT I O N ON •FRBSNO CALTRANS 1992 STANDARD PLANS BRIMHALL ROAD AT D AT JEWETTA AVENUE LOS ANGELES ES-1A ES-3E ES-8 A20A SAN DIEGO 0 ES-1B ES-4B ES-10 A20B ES-2C ES-5C ES-11 A20D STATE OF CALIFORNIA w ES-2E ES-6A ES-13 A24A 0 ' a ES-3A ES-6R ES-14 A24E OLIVE DRIVE ES-3B ES-6RA T-11 A73C > W U Z G W R 0 > ` ES-3C ES-6S T-12 F' W a Q W I 0 J J ES-3D ES-6T uonn h W HAGEMAN ` NOTE. THE CONTRACTOR MUST POSSESS THE FOLLOWING L VALID LICENSES: ~ Q CITY STANDARDS CUSS ~4 OR C-10 Q S-1 S-8 S-41 T-19 o AT THE TIME THIS CONTRACT IS AWARDED. S-7 ROSE DALE IIi P.HN' J "[DALE Hip.-.fiN'AY' r) y CONVENTIONAL SYMBOLS W n W 4 NO TE. o ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE m SECTION LINE LXIST. CURB & GUTTER RIGHT-OF-WAY EXIST A.C. FLOKINE AND ARE SHOWN FOR INFORMATION ONLY. THE 0 CENTERLINE - - EXIST. EDGE OF PAVEMEP!' CONTRACTOR SHALL CONTACT THE USA L OCA TOR I:;::!, t..! RAILROAD TRACKS - - GUARD RAIL BkiM.~nu ROM ROAD SERVICE AT 1-800-642-2444, AND VERIFY UTILITY z e W LOCATIONS 48 HOURS BEFORE STARTING CONSTRUCTION. J Q 3 3 I RIVER / J I I i CT ION K~aN 2 UTILITY SYMBOLS PROJECT a ~ 'LOCATION K~ w WATER UNI s----- SEWER LINE slocKDA.1 h W r PNA Y PµOFFSSIOyq` c GAS LINE 0- OIL LINE v4 ^p C, ^T BURIED TELEPHONE A AERIAL UTILITY CABLE Al A~'f'410`JLLi E3 Y: NEW SIGN X STREET SIGN f No 40956 •M.H. MANHOLE {}.H. FIRE HYDRANT of ,tea --------------..~--Z 7-~l a° \s~grf FU IC WORKS DIRECTOR DATE 2 I APPROVAL RECOMMENDED BY: Z T'JWER POLE W. WATER MEiEP TRAFFIC No. 1575 (I f N v MING DATE: ~•~7"~ -7 p LXiSTING MONUMENT ®'V' WATER VALVE a! z'. .J' m' io F.r ii %FNGtNEERING SERVICES MANAGER DATE Q „ S u FUTURE MONUMENT G.M. GAS M£TEP m S. G.V STREE T LIGHT O GAS VA_ vt F.jZq' `DESIGN ENGINEER DATE c. o. CLEAN OUT BENCHMARn LO C Q Location Map RSOCIATES ' Ok!-t MO';ON y S` NOT TO SCALE - - yf. TRANSPORTATION CONSULTING ENGINEERS a1a._ s N 007,CAL Ors, nutr;>c~ arcRn NOT Ti 211 c. Imp.nl R.r. ~a• Zoe r~n.Im, CA 92MS CITY TRAFF IC ENGINEER DATE ' U. TRAFFX SIGNAL AND LIGHTING SYSTEM WSTALLATION ON NO 1 ll 1 t~ OF BRIMHALL ROAD AT JEWETTA AVENUE 5 SHEETS 1 f a:'~~.i s•)'w 5. y,: r.s. '4: r.+ Jai;:..},f~: . . nai~S+'R;'~•'.rv, I ~ ' - _..r .c... WSA I II I II ' I I~ ~ I it 1 I I I I I I( 11 I 1 g I II I I I I II 1 I I II I I I II ( I 11 I I ANGLE POINT - NEI ANGLE POINT - NEW E.P. + I II I I II ( STA. 14+65.01 C.L.. STA. 14+65.01 C.L.. 24.OORT. I I II 1 1 11 I Q II I E.C- - E.T.W. E.C- - E.T-W. \ (MATCH EXISTING) _ If I I I I STA. 14 60.01NC.L . I I! I I g I I STA. 14+60.01 C.L . 10.92RT. j l II I jT I II I I I II I I II 11 II I I E.T.W. 1 II CURVE DA' E. T. W. CURVE DATA N0. O I I 11 I I G. 2.38 - 2'38'48" I II I I I~ R . 180( R - 1800.00' I I ~1 I I L.I T 41.5 L - 83.15' T - 41.58' I I I I I 1 I I II ( I ANGLE POINT - NEW E.P. I 1 11 I 1 STA 13+66.58 C.L, 24 DOLT. I I I 1 2 2 I I I STA. 13+76.89 Cl., B.C. - E.T.W. CONSTRUCTION NOTES: 1 II I I II I I STA. 13+76.89 Cl.. 12.84RT. O SAWCUT EXISTING PAVEMENT 1 0' FROM EDGE OR I I II I I , II I I AS DIRECTED BY ENGINEER AND PAVE TO MATCH I I I II l O CONSTRUCT NEW A.C. PAVEMENT. PAVEMENT SECTION E.C. FUTURE CURB k GUTTER I II ~ II I STA. 13+37.21 C.L., 49.34LT• I II I I I I I 2 SHALL BE 0.45' TYPE "B" A.C. OVER 0.80' CLASS II AGGREGATE BASE OVER 1.25' NATIVE SUBGRAOE COMPACTED TO 95X OF RELATIVE MAXIMUM. I II ~ I ~ I II 1 1 LEGEND I I II I w I - II 1 1 RELOCATE EXISTING -RELOCATE EXISTING O EXISTING UTILITY POLES TO BE RELOCATED BY ® GAS VALVE TRAFFIC SIGN PIPELINE MARKER (P/L) I I I 1 i II I TRAFFIC SIGN RESPECTIVE UTILITY COMPANIES. B.C. FUTURE CURB Qc GUTTER I g l ~ I I I I TRAFFIC SIGNS STA. 12+92 78 G.L., 50.OOLT I ' I I ItI `r O CONTRACTOR SHALL REMOVE EXISTING TREES LOCATED (S) MANHOLE I II I WITHIN THE PROPOSED RIGHT-OF-WAY AND DISPOSE OF MATERIALS IN ACCORDANCE WITH CALTRANS SPECIFICATION I XI 11 I EXISTING UTILITY POLE I 1 I I , SECTION 7-1,13. "DISPOSAL OF MATERIAL OUTSIDE THE 1 30 611 11 I I r-- DOWN GUY I I II I I I I 1 1 HIGHWAY RIGHT OF WAY." c~ I I I I k'I I I y l l 01, O RELOCATE EXISTING FENCE TO OUTSIDE OF PROPOSED EXIST, GROUND ELEVATION I I II ul RIGHT-OF-WAY. I II 11 I I II 1 1 © RECONSTRUCT EXISTING DRIVEWAY TO MATCH NEW PROPOSED FINISH ELEVATION I I I I I I EDGE OF PAVEMENT. < I I II I I i I I II J~ EXISTING EDGE OF PAVEMENT I I II r r I IL~I~ J O ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE PER C O.B. STD. DET. 5-7 AND S-8 AFTER COMPLETION OF PAVING. PROPOSED EDGE OF PAVEMENT ( II © I I I I II I E.C. FUTURE CURB E.C. (FUTURE CURB k GUTTER I I LI I I I I STA. 12+19.69 C.L. STA. 12+19.69 C.L.. 37.97RT. EL FLOWLINE I 11 I t ( 1 I FG FINISHED GRADE ( I If j I I I I B.C. FUTURE CURB B.C. (FUTURE CURB k GUTTER) STA 12+10 .31 C L . , STA. 12+10.31 C.L.. 38.OORT. BENCH MARK G8 GRADE BREAK j l II I I I 1 r EP EDGE OF PAVEMENT I I I 1 I 61' g l g•I I I I I SCALE : 1 = 30' TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION BRIMHALL ROAD AND R/W RIGHT-OF-WAY E.C.R. -NEW E.P I I I t 3 STA. 10+60.87 C.L., 24.OOLT (JE 3 15 0 30 60 JEWETTA AVENUE U.S.G.S. ELEV.=369.27' CL CENTERLINE 1 I II I 50' I II I w w (USGS DATUM) 38 13 E. T W EDGE OF TRAVELLED WAY I I I I I I I I <v 7c v u . 30 7.5 i I I I I 1 1 I I I I n a 2+5 ~ FLOWLINE 1 1 II I I I I W U1 J H J W N (/1 F H CURVE DATA NO.Q I II I I I I I I 1 1 W a 3 + FLOWLINE z J ° I CURVE DATA NO. C2 ) Z~ - 89.53'01" I I I 1 I I I $ z v at R- 30.00' p\ I I 2 + I I I I w a ;-O 3$ , u w°C a z 0 L- 89.58'29" L - 47.06' n ~ m F. o p n R- 30.00' vi + 3 z n 3 u z NJA L- 47.11' T . 2994' ~3 II I II I I ~a rn Z5 »1 d + jI; _n x ~ co m a W T - 29.99' ~ ~u1 II I 3 I II I < Wa+ Al no 1 F F ~F , I 1 I, W I II I( wu~ I mgr a U~ I W co ~rmi I V1O O=0 L) u• O Ir J p I I,~ I< o0a K ~•l ,Z n~7+a(~ 7 i z 2raSy Ca < ~ I I I IW Ii 11 11 m 0 I ~c ~ ai 0 "o 0. aS r Z5 i a j~~ ~eo~i I I II \I• ( I J g 2 Ij II 11 v3 de pJ~ p J Lj3« (/1 ma }ZV U~ a0 ~00~ c~y t~ chi x w N u g I J a L) 8 ~ chi ~ J I I I I n ! I I I I I m ca En v C6 N V rM M w J ~'n W^ y L) chi m 4, ti c.i I I I I u I I I I I I U m~ U z aCl W g~l,o it rn s to 4,a w I I I I ( LL 8 I I II Z 41 O ou a s zU Zmu W Zen ~Cp.JJI•IL l 'i v 1^ al W =In z^ u to C a 'Ill ID I I I x l I x ~-g+ I I o n r oo W~ 0. I+ I+ v+ > v++ 1 I I' W 1R I (tQK t-~o 7 r~i rbi Flu (nn / z00 Na0 W CMG .o W o end W'0 I ! II II + 01 a~~ o va mV1 m~v~ wi`n I II JI V O ZYm2 I an FUTURER W Owul a v~n x 40 to L) Lj 4n 4 V? FUTURE CURB, GUTTER < 1 \ W in FUTURE CURB, GUTTER Wm~ < ow da'0 i (A i V) ci AND SIDEWALK < w on W u \ I fl • i \ EXIST. OFFER i O'/ 3 N AND SIDEWALK - FUTURE IMPROVEMENTS NOT A PART OF THESE TRE OF DEDICATION FUTURE 8 566 - - - - 020 FUTURE PLANS. FRE - - _ _ - - - - - - - _ W _ - a+e-r _•zt ~ ~-~-a _ ter. - I -z tea- / II • - EXIST. FENCE N i \ TELE COES7 1' .J 7 \ \ 2 - - 100, t- EPl~ -_-_J - - EXIST. R/W - - - - - - - - - - - - - - - - -X- - - - - - - - - - - - - - - - - - . ......1T_ _ 1 x- - 3 - - r : . sn LIT & R , o \ /E1UST. DIRT 0 ~ - PAVEM T SOUTp 1 - ° ' - - - - • - • - 2 NEW EP 4 S`AIN~UI 1 - T EXISI. OVERHEAD TELE EXIST R/W r ~r ~ 1 \ J~l d- 4 GAS LINE - - - - _ - - - - - - - - - ' - - - - - - - - - - ^ - _ - - EXISI. EDGL OF PAVEMENT i EXIST. E.P. -4 CONDUITS - -G- \ t ...mss _ _ - - - - - - - 59+00 - - -t - SAWC T-da REMOVE N8915'25"W 1 61+00 I 1 - . .OG I - - - - - - 62+00 PAVEM ITT WEST OF 63+00 - - - - - - - _SAWCIJ 7lk ` BRIMHALL ROAD - - 65+00 =-T-=-----L 89'06'55"W 66+00 N - 0+00 ST 8+ j FUTURE MEDIAN 10' GAS LINE EASEMENT .C L JEWEHT T - 67+00 EXIST. 16" WATERLINE TA10+00.00. _ _ I 68f00 a - - - - -_'gkWEt}t ld ,t£MO~E r - - f = I W _ . Cr - - - - - - - - - - - VEMENT ST - - - - / PA EAQF-r 1. ^ 6" HI \ - - - - - - - _ _ _ -t--•-- - - - - - - --...,.-P:- CAS LINE I ~WICUT EXIST. EP f t - ~ - ~ - - t 48 '5--------- - T - - a - _ - - rtORECONf1NtlAT10 3 :L-. : - - E - - - - - I - `_8" H.P GAS LINE 1- ------------5------------- EXIST. 8" FORCE MAIN--tom- EXIST. E.P. - `_s`- , - ---~1 l { \ - F - - - $ - - - 9F-BRWJ4A6L RD.-STBIICILON GQ N - I T t~ 2 GRIND 6' WIDE TAPER SOUTH OF CENTERUNE Y o f __...•--•-.........-..T TNT EAST--- . EXIST. 16' WAT~RI,INE-.._....... ) I - - - - - 1 NEW EP J' - I - --"==a~8T6?4 R28 1-~T- r-r-~-- -r~~ - - - - RCINSTALL! ' - - - _ INTE z / ~eJt IgE I. o i Zn Im EXIST. 42" SEWER R/W I Z b.. 4 n a II~0~ O e ' I'W I Z7 i Loa Ir rc ~~wo I 1 I^ in gE al, u 17 P_w -K LL1" : ;1 Mr EXIST. 2 i II I x n& 25 U F~ u = I fop I ~ SIN I ri j~ aI ~ -1} Oil j o I~ I n Y y na~ n I- t`I ! Q 3" CONOUT I: I I 1 Wg u 0 z cn a I^ u+>. V I=mo F Iio a~ 31 .r J w .o p o. DIN 1~ I I m~ I 11 v h o v' a I I I 1 I I c o I I 3 1-! aim 02 I+ Ici W (A I up v • Q J e r 1°f{ J n Oc < I I I I le i I' ~ ' I i I R 1 U -;.j 4 .i q t a~ '-08is z1 aI+ ?Z aaln ~ ~a ua p 6 4 31^ a0 a4)ac`i4a `~Qm NW I / I~?W,~ F alo E , n eau WIs CO I a Nr+wj~ °•0 31 Prepared By I x V) ~i1~ 9S n I+ FLO'AUNE P m z "'.6 L) a N F I W r n fi i i i t F fY , W.1 JK ZaY1 WIC N ==(r.~Y- UHH IP`- UHF`- CURVE DATA NO.t~4 x I3 nn mo 08 N v+~ 1 I II -D g t 10.11 I I N Li I nn 914) W++ ^ z+ r~ I I II >II 1 a 1 NN ~~IaG O Y7 0 m NN IN lJ Ntn A. 89'33'09' m 2z + z 1 Q m ( R 01 ~ R .30.00. ro~ 1 n~ ~ s I ee N~ I II J_:_.1;___JI I ~ Nh zzj4 RIB z N L- 46.89' m< t m<< x I I I: g0' 1 1 x a 44 T 29.77' t3 r7 m Ln 0 W(n~ W 1 1 4 I 61' 1 1 W ~ N t 1 W W nN P A R K S 1 T E I II I I 1 li II one IdtO aRY6rt?o CNI. ~ tiG MB d I II i I. f . File Nome: HM21ST02 Drown: SLU GAB ROADWAY IMPROVEMENT PLAN FOR SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS oEPo MKS DEPARTMENT Job No.: 97-212 Engineer: GAB Date: 510 10199 99 Checked B BRIMHALL ROAD & JEWETTA AVENUE 2 OF 5 I I SEE SHEET 2 FOR CONTINUATION OF JEWETTA AVE. CONSTRUCTION I II I a TO THE NORTH If CONCTRUQnQN NOTES_ NOTES' 01 CONSTRUCT TYPE "B" CURB & GUTTER PER CAB. STD S-1. 1. RAISE ALL EXISTING MANHOLES AND FORCE MAIN CIEANOUTS TO GRADE. w I II I I TAPS DATA N0. 1 r+~ p 1 II 1 I < n . ' It, STATION OFFSET FROM 02 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.08 - STD S-3. 2. POWER POLES TO BE RELOCATED BY UTILITY COMPANY AT THE REQUEST OF THE CITY OF BAKERSFIELD, F n a W CITY LIMITS 1 II I I c STA. 65+23.65 8.69RT. Z II I y = of a STA. 65+33.65 7.75RT. O CONSTRUCT 25' BOTTOM WIDTH DRIVEWAY PER C.O.B. STD. ST-2. 3. EXISTING GAS LINE LOCATION TO BE VERIFIED AT TIME OF CONSTRUCTION. r w o j~ i II 1 I < m J J STA. 65+43.65 6 1987, O CONSTRUCT 2" TRAFFIC SIGNAL INTERCONNECT CONDUIT 4 PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.80' CL II AGG. BASE OVER 1.25' COMPACTED 5l Z_ U I II I I L) U L) STA. 65+5165 4.OORT. STA. 65+63.65 1.5ORT• WILL PULL ROPE. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 5-25. FOR BRIMHALL ROAD. w w z a` 1 II w I III 11 0 STA. 65+73.65 I.OOLT. SEE SHEET 2 FOR a w zoo ` !t I I III ' STA. 65+83.65 15OLT. DETAIL OF INTERSECTION V U (A W [ II z I= I I II 1 I C6 a ± + STA. 65+93.65 6.000. L) J Q 5 ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 5-12, UNLESS NOTED OTHERWISE. u CONSTRUCTION w 1 o STA 66+03.65 8.19LT. '^a0 Z K I I-' g l I I I 11 0 <'O z ~D TRANSITION CROWN FROM 13.OORT. OM 13.OORT ~ b r4 ri ✓ ; a<% < II F u u rc 3 3 STA. 66+13.65 9.75LT. r Z1 + a + i CO z x 7 II I I I- I N STA. 66+23.65 10.69LT. + BACK TO CENTERLINE < c I I FUTURE FUTURE IMPROVEMENTS tE IMPROVEMENTS Z 0 y 1 PART OF THESE 4 40 FD. 4"x4" CONC. MONT. b F i W/BRASS PIN 3.7' DEEP a / I T II I'!' I I Y I I I A 23020 FUTURE FUTURE °z PLANS. PART OF THESE ] V) W SALES MAP CORNER 82566 w 0 I I ~ _ I NEW EP Y EXIST, OVERHEAD TELE.~ R/W CATCH E ul - - - T - - - - - CATCH BASIN PER C.OB. STD. D-14 EXISTING R/W EXISTING NC UTILITY POLES & APPURTENANCES EXIST. TRAC T 5827 BOUNDARY ~ FUTURE MEDIAN CURB TO BE RELOCATED BY OTHERS - - _ - - - - _ _ _ STA. 74+91.05, Cl. + - _ _ _ - - - - _T- - - - _ . ED --------=I~= * - x-- - - NEW T- -'E - L / - 11 - - - ~~--L- - - - - - - - - TORE MEDIAN EXIST. ED • 4' GAS LINE EXIST. ED OF PAVEMENT A. .9+81.21, _ _ _ _ _ - - OF PA' GIA'~ LINE - - - - - - - - - - - - 6f /-ITEX15T L. - - _ "1 - - 1 ~~s .tea .~..r .a....... 75+00, . a a . s - - _ - _ _ - _ - .11G~O 1 63+00 4+ N89'06'55"W = 96+S0 67+00 68+00 - - - - - - 737_ _ _ _ _ _ t _ - - - - - - - - - -71+00 - 72+00- - - - - - - -73+ - - - - - - - - -74+00- - - - - - - - 68++00 - .68BT+~----- - 70+00 G ` - - - N8 '15' 8"W 61+-------- 62+OV 10' GAS LINE EASEMEN STA. 62+43.6. IM 6.35 1 T""G~••. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - ~ - P . - _ - W- _ - - - - - - - SE - - r - - - - - - - - - - - - - - E7O511HG E- - s - - - - - - - H-.P-GAS - LW - - ORwAS DIRECTEDISTING By UP 1' BACK DA RU TIONt CITY ENGINEER _ - - E ? O! STA. 10+00.00.C JEW. I - ~_---arm --m= z. - _ . f~ - w ..~.BF.f1d.". P1A.u1)1. . -._I -.-L....... __f2'2'r. y - _ - O - - ` sa'A Y•1 - - :-_Lf - - - - - - - _ - Y c _ - EXISTING 16' WATERLINE R- ` EXISTING CURB ANO GUTTER PULL t SIDEWALK ~ BOX UX 0. OOR `WA TELINE 1 - \ . 23131 - - - - - - - - -Q .._RZ6.. - - - - - - - o EXIST - - - - - - - K WALL t BLOC EP - i - R2 - L- - - - - 23130 _ A p EXIST 42" SEWER 11 r R /W -PULL W I ti i • 2 a x cr. m z Ix ! 3 - - ' - - - . - EX. UHDERSIDEWALK GRAIN 4 - ~ PUL ;t ~ - MINI MIN. I ~ ~n g ~5 ri i I! I j w -c % Z5 ou X a n o- _ a wV0 FUTURE CURB & GUTTER i I i II 02 ~ o ~ Z woo a 8 } m T > ~ 25 H 4 C) FOUR DRIVE o O 3 CID AND SIDEWALK Om ~v II - I I ' II < x 0 < wz J_j Ix II i I', II ji 61 vI ~N auo00 iK 11 00 C~ v Q o ~Z O1 co a♦ T z tt L I OZV U G O 3 Ix O F a y n F Im II li u r 7 co i: ~ (03 0o 00 z n Nr; r U II rim u I~ II Q II IS 8 a O 0 0 M o'x^ ? W 4 ww; _j ya z tp_ I 9 d V1 O~ I 2 V 1 V 7..J M cp r~ a II I i_ y u~vN z ~ z ao uo- + o mom z z ly As N '30 u f:j'= mwO W ~ h I- OW :)w 7 N rno, m .'J z &W) Uw 'zf0 I I ~ um~ V "I tj ~Q ! I zl I z 3 °vN u~ a N ~5 co ;a + + aLN u 2 R aF^ ~(Zp]ri r~j« r++ T mX++ + r S < <Q `pZS f a 40 o o I- wit mnn wF <ci~~ w~ cis. S I T E ~O I c;S o L) O 1 II LA CA =(Jr mV1N I Grob jW Imm p rl 0Q < 2 (ow f11R~N0 = JF F U F O~ QQ Ww ~ m m III III W I 3o P A R K ~.~~m w DUO d'- w 5 r Z a (A D u om< u nN ICJ II Il~:"' I w1 I R W Nc~ii U nn x oN I II I III i w D-01.0222 N W CURVE NO _1 wro u NN i l I ~T I :0311 IRVE NO. 1 R-1500.00' N W~ ov 0 D-010230" R= 1500,00' -Of •02' 30" T-13.61' 1500,00' L-27.22' m 'Dw II I I bill -27.27' - ~1 TING I II I11 I T=13.64' Lj~~ , I I ' BRIMHALL ROAD 1=2727' ra .i 04A -K L -13.64' ONSITC a+kHK SUM co ^ ^ II 4~' I' - I-=61 l I SCALE: 1" - 50' HORIZONTAL U MIN. VOLUME REQUIRED: 6'1')C rU. T VOLUML PROVIDED: 3336y : i f 1" = 5' VERTICAL o. EXISTING PARKING LOT 30' F1 EVATION TOP- 367 00 rf iA1':; tJ 'tO" NI 56:.i- r ~ n N~ 0 ~ R/ O W 2:1 J i W 374 ....z W : 374 o_ 372 m~.wo . ~ C- 372 ~ c > .....~-l w cc . 378 370 p( 368 v`zo 378 ci . . _ ' . . . . 370 .......376 . y b : .....374 368....``... ~ (jy W a • b Q~11 J . . . . . . . . . . . y1 ♦ V J . . . . IC i.........:....:....:.. 376 ' . DUTLET .STRU.CTURE ~ i . . . . . . . . . . . . . ; . . . : : W w 366 366 1 PER C.O.B. STD -5-9. 374 - . o . I N . . . . as F N (KJ g LL EXISTING E.P A 1 72 yQ~ 3 40, M Lx_ 00 364 W c to > 364 , : EX. BOTTOM362 362 18". . F SUMP 372 n .8 6 >.y or W V1 u wW EXISTING GROUND 40 - `382.00 ` j w , , , 0 CENTERLINE 370 FINISHED PAVEMENT O CL GAS LINE 'o 4 . - :368 60 i j EXIST. SOUTH EDGE OF PAVEMENT ,u i....:....: FINISHEC INVERT . . PAVEMENT STORM[ DRAIN w. w 0 . . a °s . . . s -_os_ - ` - - s-'-o:zoa7c -r- :366 360 370 to 360.....:...... - 20%' r r ` 368 . ; 5.•1 roox S _ EXISTING XISTIN SOUTH FLOW94E 358: 4.11? _ .:....:....:358 s-o 507: 0PROPOSED SOUTH FLOWLINE ;/..APPROX.TOP 8"GAS LINE J eo 366 : . . 18 APPRO ro f•1 356 356 + - - _ _ : - - - - - - - - • - - . - _ _ :362 . . ;.N I;1~° - ~8 ~ N ' .....:....:354 364 a PROTECT EXISTING GAS LINE 354 ~ Q' bPf~lRAT10NSG COORDINA TEA WITH ;RAbt COMPACTION: BO ,o + EXIST. ;2" SEWS 362 . . COORDINATE WITH • ~ . ' • w w W. INV . 354.29... 352 SpIJTHERN C l.'c~ 5 G 352 F'ii .A A. 'AL :C1AS.GC!MPf~Nr . - ; ......:...................................358 360 In H Z : - ; 350 350 75 - - - - - - 74- - - - - INSTALL 13 348 358 . i.: 66 67 70 7T 72- - -73 - 67 348 V X ?8"..... 63 R/W 30 BRIMHALL ROAD 64' z RGJ-RCP O 61+50 62 64 65 ~ 5.38% l~ A 55' 9' N SECTION B-@ 2 L~~ I 6 1 W Lf-]i1.11i~~~F~4. I STREET SIGN I = ; BLOCK WALL CONSTRUCT NEW 6' TO 7' 48 t Q SURVEY MONUMENT -O- STREET UGHT-5800 LUMEN BY OTHERS t CROWN IN PAVMENT STRAIGHT GRADE 6 > 0 EXISTING SURVEY MONUMENT 1' SASW5COT LINEpo BRIMHALL RD. I < SR Y m BY C Y EENE(C~Ih1l R 4 T 1 MATCH 6' TOT F.L. FLOWIINE E) STREET UGHT-9500 LUMEN 1 SA TELLINE s_ TRAFFIC SIGNS EXISTING PAVEMENT BY GTY 6' TO 7' 48' T 64' EXIST T C.L. CENTERLINE ~ 12' SLOPE a ; r w TYPE "B' w w o i & 'RI" - STOP < ASPHALT w FUTURE v TYPE "B" z= ELEV. ELEVATION 'R10" - ONE WAY 3 CONCRETE MATCH U1 MEDIAN - - x 5' ASPHALT o I•- PARKING 0.45' TYPE "B" A. B.C.R. BEGIN CURB RETURN ""RI1R26" " - - 00 NO NOT ENTER SE SIDEWALK EXIST. VARIES CONCRETE Ef & St OPF _ 1 -4% ""W3R41" " - - CURVE RIGHT TURN ARROW ONLY 0.80' CLASS II AGG. BA 5.5 E.C.R. END CURB RETURN C. ' COMBINATION a~ FUTURE IMPROVEMENTS 'W31" - END 1.25' O.G. COMPACTED TO CURB AND GUTTER N u B.C. BEGIN CURVE "W53" - NOT A THROUGH STREET _ 95% RELATIVE DENSITY - - _ "W53A" - NO OUTLET SEC _1710N C 4 P.I.V.C. POINT OF INTERSECTION OF VERTICAL CURVE "W56' - DOUBLE ARROW r~\ - - ♦v "W57" - SINGLE ARROW NO SCALE GRIND 6' TAPER or " - LIMITS OF 95X NATIVE 5.5' COMBINATION 2" INTERCONNECT P.O,V.C. POINT ON VERTICAL CURVE ION G SEWER MANHOLE :WALK PER CONDUIT STA. 66+33.65 TO STA. 74+58.95 WALK = - . " I L SIDEWALK PER I ' \ A.C LEVELING COURSE COMPACTION, ACTU n-1557 MATERIAL COB STD 5-3. B STD S-3. B.V.C BEGIN VERTICAL CURVE SECTION r yr FNO VERTICAL CURVE 0 STORM DRAIN MANHOLE Prepored By FUTURE 5.5 LIMITS OF 95% SIDEWALK COMPACTION, NATIVE CLASS 2 AGGREGATE BASE CURB AND GUTTER PER MATERIAL SECTION A-A C.O.B. STD. S-1. N.T.S. ® SEWER CLEANOUT P.I. POINT OF INTERSECTION ~T INTERCONNECT CONDUIT CATCH BASIN P.R.C. POINT Of REVERSE CURVATURE In Kum P.C.C POINT OF COMPOUND CURVATURE - Groh UM • MIAlEMKI1>IS= FUTURE CURB ASTU 1557 CLASS 2 AGGREGATE BASE J N.T.S. INTERCOP AND GUTTER PAVEMENT TO BE ROUND TO 0.45' TYPE "B" A.C. OVER MIN..80' CL II AGGREGATE BASE OVER 1.25' COMPACTED ORIGINAL GROUND TO 95% RELATIVE DENSITY PER C.O.B. STANDARD S-35. ROADWAY IMPROVEMENT PLAN FOR SHEET NO. File Name: HM2157-03 Drawn: LGH VORK3 DEPARTMENT Job No.: 97-212 Engineer GAB BRIMHALL ROAD & JEWETTA A VENUE 3 OF 5 Dote: 5 10 99 Checked By CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS Di I MATCH LINE ATCH LINE "A" F I I Y , n n I ~1 n w r: A P 4 ' , a o W17 RS CONSTRUCTION NOTES (THIS SHEET): JJOIN EXISIiNG c~ ' O REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKERS AND PAVEMENT MARKINGS. PAVEMENT MARKINGS SHALL BE REMOVED BY OBLITERATING A RECTANGLE WHOSE - STRIPING \ LIMITS ARE THE EDGES OF EACH WORD. (±2720 S.F. TOTAL). , I 1 - ~ ~ II 2Q INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE PER CALTRANS STD. PLAN A24E (±745 S.F. TOTAL). RL R2(40) w PAINT 4" WHITE EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 278 (±370 L.F. TOTAL). cr w ~ a a a Q I L:J PAINT 8" WHITE STRIPE (±530 L.F. TOTAL) WITH PAVEMENT MARKERS (36 EA. TOTAL) PER CALTRANS STD. PLAN A200, DETAIL 38. Q N 1 INSTALL B" WHITE THERMOPLASTIC STRIPE (1100 L.F TOTAL) WITH PAVEMENT MARKERS ; Y D(5 EA. TOTAL) PER CALTRANS STD. PLAN A20D, DETAIL 38. 61 419' ' t1' 50' - 38' 554' 39' _ 11' _ El_ PAINT 4" DOUBLE YELLOW STRIPE (±550 L.F. TOTAL) WITH PAVEMENT MARKERS (48 EA. TOTAL) PER CALTRANS STD. PLAN A20A, DETAIL 22. W ' n PAINS "ARROW" LEGEND PER CAI TRANS STD. PLAN A24A, TYPE IV(1.) ' I ~ (8 EA., 120 S.F. TOTAL) - ~ i INSTALL THERMOPLASTIC "ARROW" LEGEND PFR CALTRANS STD. Pt AN A24A, TYPE IV(R) (2 EA., 30 S.F. TOTAL). \ h n i - INSTALL W41 SIGN ON EXISTING POST. (3 EA. TOTAL). j SCALE: 1"- 40' 10 INSTALL POST AND SIGN PER CITY STD. NO. T-19. (5 EA. TOTAL). i - Y U 11 INSTALL TYPE F-1 DELINEATOR PER CALTRANS STD. PLAN A73C. (3 EA. TOIAt) or 11 R 12 PAINT 2-WAY LEFT TURN LANE (1800 I _F. TOTA,;) WITH PAVEMENT MARKERS (134 FA. TOTAL; Y PER CALTRANS STD. PLAN A20B, Df 14'I 32 a ~ r P ~ f 1 P O I 1 n , ii v r MATCH LINE "A" , , 1 18' 1 16' 18' 1 16' t' t DEDICATED R/W FUT R/W F _ ROAD BRIMHALL EX QFRER OF - T R W' F U z 4 1a 8-2 FU T C&G R1 t - FUT C&; ~ r ~ RS SNS ~ of - - _ r W7A RS D T EX. R/W.- ~j L f ~ I -mac----- - of - N R1 RS 150' x~=mmvx .cvroxxxmr - _ _ J- - 150' 120'_ `v U Q p N 1_J aI o, I 4 N n JOIN EXISTING STRIPING AT - FUT C&G n SIDE PFTRO DR. (±1430' TO Y 5' f I - - ILI 11 (TYPY _2_ RS W7A --II I 32' i 30 32' 12' ; 30' 14' 10 R26 n ~ n u II ' n n ~ ~ 5 8 n n Y ~ n ~ II I ~ n TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS n ' FINAL PAY QUANTITY " I'~ ~ ~pFFSSIa,, u q DESCRIP TION QU AN T' TY Y " n 8" WHITE STRIPE, DETAIL 38 (PAINT) 530 L.F. ' 1o R18 2 MATCH LINE "B" F~ ~I W " No. 40956 PROVED BY: 38..._rr_-- No - 1 ~r Y + I, T ~ Y: J l rC i 2. 8" WHITE STRIPE, DETAIL 38 (THERMOPLASTIC) 100 L.F. _ 49 6t' U Q m13\S ,tea\P _ _.X-0 C9 C n I `~•9lF- C I V PUBLIC S DIRECTOR S. 4" DOUBLE YELLOW STRIPE, DETAIL 22 (PAINT) 550 t F W u u .Z! 0 0 CF CAS o APPROVAL ECOMMENDED u , 4. 4" WHITE EDGE LINE, DETAIL 278 (PAINT) 370 L F O• TRAFFIC No. 1155C7~5 10 26 10 Les ' i DATE: ' I 5. 2-WAY LEFT TURN LANE, DETAIL 32 (PAINT) 800 L.F. ' i 10 W41 ASA Job No. ul- - ALA FIIP N:,me- `.I•'..!I 'P/ ENGINEERING SERVICES AI DATE ' v Prim Dote I! 1 Loll F'evlsion 14!'I: 6. PAVEMENT MARKING (PAINT) 120 S.F. r , 7. PAVEMENT MARKING (THERMOPLASTIC) 775 S.F. DESIGN LNG ER DATE. I OVER & $SOCIATES MATCH LINI MATCH LINE "B" ; TRANSPORTATION CONSULTING ENGIN-EER! -2--- TTY 01 c imv.w N.v. S.K. 70E full.nm. CA 97EL TRAFFIC ENGINEER DATE SIGMW AND STR~ PLAN NQ 4 BR/MHALL ROAD AT JEWETTA AVENUE 5 ii SHEETS POLE SCHEDULE CONDUCTOR TABLE I STANDARD LUMINAIRE STREET _ SIGNAL MOUNTING- PPB NAME SIGN REMARKS No. TYPE HG I. SIG. M.A. LIJM. M.A. HPS LEGEND VEHICLE PED PHASE RUNS 1 A 29A-5-80 35' 55' 15' 31OW Jewetta Ave LT-MAT MAS SV-1-T SP-1-T 04 I - - - - - - AWG CIRCUff - _ - - I._ . ~ - W 30 FA - 10 ,1 i1 ,:S //4 ,5 ,6 4 B 1-A 10' - - - - - TV-2-T SP-1-T 06 li ~ 1 it I 28 CONDUCTOR 4 4 1 1 ? - - - - C 26A-4-80 35' 40' 15' 31 OW Brimhall Rd LT-MAT MAS SV-1-T SP-1-T 06 9 CONDUCTOR T FLIT C&G D 1-A 10' - - - - - - TV-2-T SP-1-T 08 1 - 2 - _ - - - 1 I-_~- 5 CONDUCTOR 1 ~I AS SV-1-T SP-1-T 08 [ 29A-5-80 35' 55' 15' 31 OW Jewetto Ave LT-MAT M MAS 10 LUMINAIRE - 4 2 2 2 2 2 - 4 - - - ~.ti F 1-A 10' - - - - - - TV-2-T SP-1-T 02 a SERVICE PRIMARY` 3 - - - ~I -FUT R/W I G 26A-4-80 35' 40' 15' 310W Brimhall Rd LT-MAT MAS SV-1-T SP-1-T 02 - - 6 SERVICE SECONDARY - - - 2 - - FUT C&G 1 H 1-A 10' - - - - - - TV-2-T SP-1-T 04 49 I - I - - - - - - 04 * * VIDEO DETECTION 4 4 1 2 1 1 - - - - - - 61 % 49 PPB POST 3'1O" 12 VIDEO POWER CAMERAS - 6 3 3 3 3 3 6 - - - - I~ 11~' S0' 38' 11 :S8' 11' NOTE.: POLES, SIGNAL MAST ARMS, LUMINAIRE MAST ARMS AND MAST ARM CONNECTION ~ ~ I is 1 PRE-EMPTION CABLE 4 4 1 1 2 t - - - a: HARDWARE WALL BE CITY-FURNISHED. ALL OTHER EQUIPMENT SHOWN IN THE 711/721 -PRE-EMPTION INTERCONNECT (FUT - - - - - POLE SCHEDULE, EXCEPT STREET NAME SIGNS, SHALL BE FURNISHED BY THE - - CONTRACTOR. TB-i N N E)'NT N E (N' (F) (N N; N N N N E N E E N EX R/W `b CONDUIT SIZE 2-3° 2-S,. 3., 3.. 3" i„ 3" 2" 2" 2" 2., I 3 3. 3" 3" 2' fUT R /W I 1 y 0 SCALE 1"= 20' (+26 VDC OUT) QRG z 02,05-01,06 (E) = EXISTING (N) = NEW * * = BELDEN #'8281 COAXIAL CABLE 18' tI I 4 I CC 1 3 O ~ (+26 VDC OUT) ORG 3 04,07-03,08 1 8 (CH A DET) YEL 4 02,0 PHASE DIAGRAM Q \ (CH B DET) YEL 5 01,06 l (DC COMM OUT) BLU/BARE 6 02,05-01,06 T Ex OFFhK Of DEDICATED R/W o6P I ~ O FUT R/W ROAD (CH A DET) YEL 7 04,07 03 - - p~M 4 I 6 0 - - ~ Bf l FUT R/W 9 _ 08 1 (DC COMM OUT) BLU/BARE 9 04,07-03,08 - HALL D D 08 06 - - - _ - - - - (CH B DET) YEL 8 03,08 3 05 05 6 - - NOTE: FUT C&G ASSUMING T89-2 & TB9-3 ARE UNUSED ON 01 02 03 04 f - - - I THE J FILE, MOVE WIRES ON Jit-J & J11-K FUT C&G Oq 06 IL (TWISTED PAIR) TO J12-E & J13-E RESPECTIVELY. n 04 9 16 - CN OPTIGOM FIELD WIRE DETAIL 1"C,5 CON CTOR CABLE - O EX R/W El Ile. °I NTS M 05 06 07 08 + - - - 400-06 O o 06 I A R73-2[4 N a of N E4 R73-2 fl 7 fit 05 01 1 ar 3 ® I ® I J. ~ i C N ' 1 02 ~ `11Nt (V I "1I 2 g GC GC CC -1 D 1 i 2 10 12 2"C,FUT INTERCONINECT c 0 07 FUT C&G ~ D 02 ` El 00 0 - - - 1. 01 L 02 EE EX 2"C, FUT iN'ERCONNECT yr - 4 0 07 14 CB , 6 2P CC CB ` ' F ~6 R'~CE POINT /oC 4 h ( A n3 1 © l_ _-32 A /-,I 12 30 14' 08 I 14' ~08 CONSTRUCTION NOTES: SIR[f r NAMI SIGN AND F-4NGFRS FURNISHED AND INSTALLED BY CITY. INSTALL CITY-FURNISHED MODEL 170 CONIROL;-ER ASSEMBLY WITH MODEL. 332 CABINET. INCREASE HEIGHT OF CENTRAL PAD ON FOUNDATION DETAIL OF STATE 10 LJ R73-3E I I _ CC STANDARD PLAN ES-48 FROM 3.5" TO 12 STANDARDS SHALL BE LOCATED 5' BEHIND THE FLOWLINE OR AS 3 II I DIRECTED BY THE ENGINEER. CONTACT TRAFFIC ENGINEERING FOR 1 LJ - INSTALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE. USE 50 AMP EXACT PLACEMENT. 12 I ~3 I'i SIGNAL BREAKER, 30 AMP LIGHTING BRFAKFR, 15 AMP AUTOSCOPE BREAKER. 10 1 SIGNAL AND AUTOSCOPE CIRCUITS SHALL BE '20'v METERED AND LIGHTING SHALL BE 120V UNMETERFD ~DrEss f T C&G I 2"C,FUT I ' I INTERCONNECT ~ I 1 ~07 i I Iu INSTALL 2" CONDUIT WITH 3#4 CONDUCTORS. PULL BOX ADJACENT TO SERVICE POINT SHALL BE PG&E ,#043459. z ` PROVED EiY: INSTALL SIGN ON SIGNAL MAST ARM. (4 EA.). No. aosss 4 FUT c:&G - II I r! - I . I I I I INSTALL (4) CITY-FURNISHED 12mm AUTOSCOPE VIDEO CAMERAS ON LUMINAIRE II I 6 2P I MAST ARMS. ALL WIRING SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL rq clvl~ PUBLIC W KS DIRECTOR DATE CA+1F BE INSTALLED INTERNAL TO POLES. LOCATE CAMERA 3' FROM CENTER OF rf OF SERVICE POINT 04P/ 1 LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM CENTER APPROVAL ECOMMENDED OF LUMINAIRE. TRAFFIC No. 1575 11 3 O _ S "11 `t~ - I ! 1 ~6 - INSTALL CITY-FURNISHED (2) OPTICOM 711 AND (1) 722 PRE-EMPTION DEVICES. THE DATE: "l- AGA J,.1 G ~I CONTRACTOR SHALL FURNISH AND INSTALL ALL CABLES AND MOUNTING (PELCO AB-121) AGA I , I, r X ENGINEERING SERVICES M R DATE \ 14 W 1 HARDWARE. THE OPTICOM 762 PHASE SELECTOR UNIT WILL BE PRE-INSTALLED IN THE Pr'f,l CABINET BY THE CITY. CONTRACTOR SHALL MAKE INTERNAL CONNECTIONS WITHIN CABINET m;l k'e.•isiwm In FOR A FULLY OPERATIONAL PRE-EMPTION SYSTEM, REFER TO WIRING DETAIL. EXACT 14 HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN ERT ' w DESIGN ENGI ER DnrE 5 i THE FIELD. CONTACT TRAFFIC ENGINEERING AT 326-3994 FOR EXACT PLACEMENT. OVER & C. A5 W r`7~ 11' 38' 50' CONTRACTOR SHALL ARRANGE FOR A QUALIFIED OPTICOM TECHNICIAN TO BE PRESENT ASSOCIATES 1!1' AT CIrKI AI n 0KI-ON TRANSPORTATION CONSUITIIG ENGwCERS 49' 6l' - V rmLl..,, a axe~e ITY TRAFFIC ENGINEER DATE ni c mw~n+ N., 2W - - - i ~7 LUMINAIRES SHALL BE CUTOFF TYPE. Underground Service Alerl ~ TRAFFIC SIGNAL AND LKdHTA~K~ 3YSTDN gVSTALLATIION ON I L=J ALL VEHICLE INDICATIONS SHALL BE 17 INCH 'NTH RFD "LEC" TYPE 'NDICATIONS. NO 5 CONTROLLER AND LOCAL CONDUIT DETAIL Cain TOLL FREE I OF 1-800 -5/W CORNER BR/MHALL ROAD AT JEWETTA AVENUE 5 11,117 \I N4L TO SALE 642-2444 SHEETS i 1 1 I I I I I Ir I II ' 1 I~ ~ 1 II ; I ' I 1 1 ! I I I ' ~ I I 1 1 II 1 I , I I I I 11 1 I I I I ANGLE POINT -NEW E.P. XNT - NEW E.P. 1 II ( 1 I I I STA. 14+65.01 C.L., 24.OORT. 65.01 C.L., 24.00RT. ~ I II ' I II 1 3 i II I E.C. - E.T.W. '.W. OSTING) I I II I II I I MATCH EXISnNG I I I I I g 1 l i j i t STA. 14+60.01 C.L. 10.92RT. 0.01 C.L. 10.92RT. I I I I I I I I E. T. W. I I II I I II I I CURVE DATA NO E. T. W. R _ Q3 1 1 1 1 I I I ` - 1.38 CURVE DATA NO, Q3 G - 2'38'48' 1 1 11 I R - 1600.00' R - 1800.00' 1 1 1 1 r I I I 1 L- 83.15' L 83.15' T 41.58' I I I I T- 41.58' I I I I 1 I ANGLE POINT - NEW E.P. ' I I 1 , I STA 13+86.58 C.L., 24.OOLT. 2 I 2 I i i i t STA. 13+78.89 C.L, 12.84RT. ,W CONSTRUCTION NOTES: 8.89 C.L. 12.84RT. O SAMCUT EXISTING PAVEMENT 1.0' FROM EDGE OR , I II ~ I ~ II 11 AS DIRECTED BY ENGINEER AND PAVE TO MATCH ~ II I 1 O CONSTRUCT NEW A.C. PAVEMENT. PAVEMENT SECTION 2 SHALL BE 0.45' TYPE W A.C. OVER 0.80' CLASS II 00 I I 1 STA. 13+37.21 C.L.. 49.34LT• E.C. FUTURE CURB & GUTTER I I I ac I II ( 'ba4bq I:°n I 11 I ql AGGREGATE BASE OVER 1.25' NATIVE SUBGRADE COMPACTED TO 95% OF RELATIVE MAXIMUM. LEGEND I II LS I I I qa 1 1 ce I I " I :XISTING O EXISTING UTILITY POLES TO BE RELOCATED BY ® GAS VALVE I I I I I I I I TRAFFIC SIc SIGN W RESPECTIVE UTILITY COMPANIES. PIPELINE MARKER (P/L) B.C. FUTURE CURB k GUTTER , I I I 1 g l' I I 11 O CONTRACTOR SHALL REMOVE EXISTING TREES LOCATED i TRAFFIC SIGNS STA. 12+92.78 C.L.• 50.001. T. cr WITHIN THE PROPOSED RIGHT-OF-WAY AND DISPOSE OF MATERIALS IN ACCORDANCE MATH CALTRANS SPECIFICATION ;t MANHOLE II I SECTION 7-1.13, DISPOSAL OF MATERIAL OUTSIDE THE } E)CSTING UTILITY POLE I I I I I 1 p~~+ I 30' I I I I HIGHWAY RIGHT OF WAY.' - DOWN GUY F I( 11 1 (I I I 11 t~ I I I I ~11 O RELOCATE EXISTING FENCE TO OUTSIDE OF PROPOSED v`' I II ul I r he II,;,~ 1 IIa, RIGHT-OF- WAY. EXIST. GROUND ELEVATION q6 n TT II •I © RECONSTRUCT EXISTING DRIVEWAY TO MATCH NEW EDGE OF PAVEMENT. PROPOSED FINISH ELEVA71ON W I I II I I I I I 01 II O ADJUST EXISTING MANHOLE FRAME AND COVER TO I I II I I I~r FINISH GRADE PER C.O.B. STD. DET. S-7 AND S-8 EXISTING EDGE OF PAVEMENT I II ' I s" ' AFTER COMPLETION OF PAVING. TORE CURB k GUTTER R PROPOSED EDGE OF PAVEMENT I ( II © I aF I I II I =FJTURECUR8 I II 1 I I II . 09.69 C.L., 37.97RT. EL FLOWLINE 1 1 II xGa I I a I I TURE CURB & GUTTER FG FINISHED GRADE I I I I j I yep y~~F 1 I .hl"' R 1 ' e STA. 12+10.31 C.L., 38.OORT. 00.31 C.L., 38.OORT. BENCH MARK GS GRADE BREAK j l l l I I 14b g' I EP EDGE OF PAVEMENT END A.C. DIKE/ , I1 81 + gJ II I , SCALE: 1 =3 0' TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION BRIMHALL ROAD AND R/W RIGHT-OF-WAY E.C.R. - NEW E.P. 15 0 30 60 JEWETTA AVENUE. U.S.G.S. ELEV.=369.27' STA. 10+60.87 C.L.• 24.OOLT. JE 1 1 1 1 I II I ; 4 CL CENTERLINE I II 50 38 II I I ~ ~ ~ 3 ^ (USGS DATUM) q~ F 0 30 7.5 E.T.W. EDGE OF TRAVELLED WAY FLOWUNE I I 1 I ( I m g miq CURVE DATA 40.0 I I I I 1 I I I I I CL w 4- 89'5301 1 I I I .J W H R- 30.00' I I I I I ~5 , I I L} 1 ti ; J Pri a-u_ o+ i FLOWUNE L - 47.06' h". u a I" T- 29.94 1 1 1 I I 1 2 ° Y' 1 i I^ rn_ CURVE DATA NO2 rn A - 89'58'29 I I I I I I I L ; r m J J 4! N .j II { I II 1 ~a i3ci~ a B o u \I^ g - 30.00'1 L ,tl _ n m r F T- 29.99' IW II F rW II 1 I1 Wa~ 4,ma o cmi cow U h O U y~ I ~ Z~~ I I I f I I~ II I Wvr'i ' ~a'oa ~S'V h, b I~ , II I ( vj I~ c~i~ i &I ~ a Gp = I~ ~ ~ ~ ~ 4N I ~ t Ir ,.r ~ II I I m< vi ro +S rn~ U: I U OF wR' ! I~ m"a~$ I I I \I f rz~ g 2 I II I I ~tI aca ad ~ K~Z o z I II ~r z I ii ad w. o 1 IJ av I U U JJ I 11 IX, n I I II I I ad~v~iv~i v ~i 02 4f tl W J , 4~ 1 d W^ m ti d I I I ~I I I I I aaZ i a, 0: , (A 0 O a- ~ `O t.i W a ee a ciao Z7D7 U. ~ is i W; w J ~6 olu ~U J ~tlu ZC3 00 -V 5 99 ( I I I X+1. i) Sip JPg 4 I I I t I Ut c}3 a U z 99 p u QUrY tl'C I V W m I m ~ J to o Ri r au z a I+ i + d + +m w~ I I II I+ ;i 0. + Wig Z Y FUTURE R/W ty 4 a ' v Nn C6 N N 111 FUTURE CURB, GUTTER i m rn 2_ 1 i ~Ai 1 O j t3 + < t.i ( 1 cS 1 AND SIDEWALK < I FUTURE CURB. GUTTER FUTURE IMPROVEMENTS _ rn AND SIDEWALK - 9 NOT A PART OF THESE ~ n u a \ / lO/ / " EXIST, OFFER FUTURE R/W ! FUTURE OJ 20 FUTURE ~i PLANS. OF DEDICATION 82566 - s -r =~ras~an _rs-1= a =~:vsr-:a - a-~ s~r.~ s~xz r-,+'ia -rc~-ri - -7 'T. - - ' 4 369.04, - EXIST fENCF Lf r "E. EXIST. R/W SA u t6U - 4t ONk o - m OvFPHE n_~F. EXIST R/W EXIST Jt a t4VEM T 1N NZ, .~V(4LE L r>b 2 °n NEW EP 4 0 fylNtiCUT All -±Iel 11 s, E)IST. E.P. \ -+4 ONGIrY3 }I , ' - 4 Z e' EXIST. EDGE OF PAVEMENT t - tae t _ - - - - - _ ~ 59+00 _ u~-~-_.- \--'ifs - - - - - - - - - 61+ 1 -ieN' ~ I Ai M T{ 82+00 SAWC ITEQ4- N89't 5'2VW 00 ^ PAVEMENT WEST OF 63 100 BR1WALL ROAD `40 65+00 ~v `-J --h---------- - 6+00 /1::.. / Tr u / 1 ' ~ 60 N89106'55"W FUTURE MEDIAN- _ 9 - - - - - - /EXIST. t6' YJATERLINC 1/~/ a / .a 67+00 ~a T + BRIMHALL l .-1''~MV Y,Y ^ -.✓l .~i, /Pd, s. ~~~LL=: ii / m ,J -E'er 10 GA I EASk a_.._...._......_.. S LNE NT STA. 0t TT L . ~AWPU REM ....1 sa EAST -----fr-------------$- 68+00 _ _ IL - 7 1se p R F ER-TO SH i 3- t - 4PF - r - - 1, q,_.-.. .-.1t 1 0~ _ _ p. SA„ T EXIST. EP {H rF T S^ e s~ I ; c`e `I . - T r T. r:.?:_:. T. 'FORCONTINUA71ON t - Y~otu 2 GRIND 6 WIDE TAPER TN - - rd - OF BRItoWAL1 RD-CONSTRtJGT10N 0 1 x yei EXIST, B' FORCE MAIN EXIST. E.P. $ - - - - - - - - - - - - - - 1 1 ~•1T,, % Y0951 T- a' \ ~--EXIST. 16" SOUTH OF CENTERLINE TO THE EAST ~ ~ I oa ( 1 g>~? c n NEW EP I J:, ' 4._I_......... ..1........---. WA?Ek41N~._ P > + atin _ _ `11 yf > > 3 2 , 1~-1~~. _---1----- E« R26-1 - i cam \ 'R2 r.. 01 \ r \ I~ LEXIST. 42' SEWER R/W 125 I 4 / / (yy~~~1 1 ~O••• 1 Q I ' { Sti1 ill % ~ ~ = 1 y~ I I g~~ ~ I^ 1~ C ~ ~ ~<~e J 81r IJ M 1~ v t Ci~ F F VIM Z I 0 ~I~ tl VIM < I~ y CA tl I$0 s tip IQ tiLL U~ 12n ~0 ~ lad EXIST. 2 IT I! II I am C < (n I r. tnm rc~go ~Iri J 4 as Im cm 01 IJ <d I _ c5 <v n ~ <ir0 § nyv 1 J ~ y 4S~~r^ § n ° a 3~ CONDU' x 4L C6 z ~1 Wit: + ~(:i 140 t. in O~ oiv I+ s~>E . 'f lu Ut y of I I I - 1 I 11 ^1 FI ~gg' Ft JW JJ < i 1 II Iw i/i I p~y~ II ( l L 1"1 S<I ' I _j z z. e)w y~ 5 0 Z rn ~y N I II i~ in F1tS I1 1 110 -v = ti~ °e l x Ut+ ce DP I e ~N ~ I~ Ss E~ Prepared By. i ROMU. 89.33 09 iio 04 I+ I a Ji U i~ IA 0 ~i NE ~ 'T ~~q , mr, ~a~nc uy~rU $ go ~O~ I I 11 -5 I i ~m II I I Y NN'^ Ih CURWE DATA NO. 4 Z F N m 1 I II o II 11 N nn t7i I I I I r I I'i + A I m~ x I I I J-~ J I I .oe + 05: I W)e r3 CIO v47Nrm bl~ W% F II- II I I 1~/1N I 46.89' 35' 29.7Y 7Y m ~N W Ny I I I B7• I I W NN N T E awn C 1.1 N OIN ~w~ • YA. Room o~ P S I I II I ! II II i I. P v' • Grrtd; H n~rrut ><r an G1 !UMlp • W~'IIB A Fate Name: HM21S702 Drawn: - `-~-moo IMPROVEMENT PLAN FOR SHEET NO. DEPARTMENT ✓ob No..-.97-212 f! Leer GAB BRIMHALL ROAD & JEWETTA A VENUE 12 of 5 CITY OF BA KERSF/EL D, CA L IFORN/A PUBLIC WORKS DEPARTM Dote: 5110199 Checked By. I i I SEE SHEET 2 FOR CONTINUATION I II I I OF JEWETTA AVE. CONSTRUCTION I I TO THE NORTH 111 t 1 N I II I I TAPER DATA NO. 1 N II I CONSTRUCTION NOTES: NOTES; r 1 x STATION OFFSET FROM It 1 CL CITY LIMITS 1 11 1 I a § § STA. 65+23.65 8.69RT. O CONSTRUCT TYPE '8" CURB k GUTTER PER C.O.B. STD S-1. 1, RAISE ALL EXISTING MANHOLES AND FORCE MAIN CLEANOUTS TO GRADE. Ij cr S 111 1 I R 0; 0; STA. 65+33.65 7.75RT. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER COI STD S-3. 2. POWER POLES TO BE RELOCATED BY UTILITY COMPANY AT THE REQUEST OF THE CITY OF BAKERSFIELD. I~j U II 1 m J J STA. 65+43.65 6.19RT. O CONSTRUCT 25' BOTTOM WIDTH DRIVEWAY PER C.O.B. SM. ST-2. ? 111 1 11 11 j U STA. 65+53.65 4.OORT. zd ~j I II I 1 ~ STA. 65+6165 1. SORT. 3. EXISTING GAS LINE LOCATION TO BE VERIFIED AT TIME OF CONSTRUCTION. SEE SHEET 2 FOR a < 11 3• , a Y STA. 65+73.65 1.OOLT. O CONSTRUCT 2' TRAFFIC SIGNAL INTERCONNECT CONDUIT 4. PAVEMENT TO BE 0.45' TYPE 'B" A.C. OVER 0.80' CL 11 AGG. BASE OVER 1.25' COMPACTED rl~ 8 1 J WILL PULL ROPE. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. S-25, FOR BRIMHALL ROAD. DETAIL OF INTERSECTION U U p 11 ; a I II I CONSTRUCTION er ° r U rn w 1 W. w I STA. 65+83.65 3.5OLT. J it z zl I II 1 069L z + ti ` a Y I g I j I I I I . STA 83+93.65 6.OOLT. t. 3 11 1-1 I o ro e STA. 66+03.65 8.19LT. (3 Li 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 6-12, 0. - (1) a z 2~ z it a 1 I^.F 1 j 13 j STA. 66+13.65 9.75LT. TRANSITION CROWN FROM 13.OORT• ID N UNLESS NOTED OTHERWISE. I 1 ti STA. 66+23.65 10.60LT. ~j + Fil } I FUTURE g 1 BACK TO CENTERLINE I FUTURE ~~'1 TA I I I A //R/1Y f•~ FUTURE IMPROVEMENTS TS a U FUR / I ~ •y I~ I I 23020 FU77JRE j NOT A PART OF THESE 566 PLANS. = (n SE °D FD. 41111 CONC. MONT. t _ I 1 $ W/BRASS PIN 3.7' DEEP SALES MAP CORNER 1._ ~'i°'! - .v j~_-~._.1 NEW EP TEJ 1 _ R - - - - - E+CATCH BASIN PER CAE HEW EP SEE T T TOR CATCH BASIN PER C.O.B. STD. D-1 1 C FUTURE MEDIAN CURB ~EASTING R/W EwsTX4c UTILITY Pops & APPURTENANCES EXIST. TRACT 5827 BOUNDARY - TO BE RELOCATED BY 074M STA 74+91.05, CL E MEDIAN EXIST. EDOF PAVEMENT - OF PAVEMENT _ N699S•26 62} 00 4+ N809 '55"W X65+00 --_-6E1} - 67 00 L~ h Yii b - _ T Im. - - - - - - 1 ow, G "psr 4" GAS. LINE t8+00-----737_68' 70}Do- +r-71+00 ---73 - STA. 10+00.00. C LEW _ a _ _ =----~3 > Wdld • 1"f ~ qCe ~ 1`- h _ _ 72+00- - eyo,74+00- - _ 81.33' r N893bbS5'JII _ - - - " c - . - .i` s y r", ( .r } N •..l.G•^d~sJ4' - / -/~y~_• ° - - 656 7: ~p ii . 2- rr EASTING E.P. 6 H.P. GAS UN T XISTING E.P. 1' BAG( a•.• o 1. EXISTING 161 WATERLINE $ 1 +'o. 5 .R 6 t 'r 6' OORRAS DIRECTED BY CITY ENGINEER SAWCUT LINE e - - f - .x>e u EXIIST. PI ~!E. EMSM CURB AND GUTTER T k" Lr- - t TLT7 _ SIDRALK F > t•` d f200% "amI _ E. - I - - 6-- rs ~if~ .r _.-I.i _ _ -FUCK WALT. A 4 E>aST. 42" SEWER F R/W 23130 ~1 2 MN F: G_. ` -moo 6 ` FUTURE CURB ak GUTTER x 1 I ~ < Q~i 6 ....emu AND SIDEWALK om pm6~ _ I I 3 b w- r' ; r V< 3 a 1 M 1 x X UNDERSIDEWALK DRAIN Rox z1 ~II II x J' v; r = cif? ~ as r, Ix II II la U JJ JJ a L) JJ 0 g 4 0 ~i Faut BEARS G7f , In (34: a u L,: f- z II 1 u_j 1 ; ,o6 ffO~ ss NNia [TpV + t o I~/ oRlvE 3 I I g x a? s q (5 cS r,: 00 0 ((//1 (n 7 I I T I 1 M 04 2 Z 400 aD + ~N+ ~Np + ~Yp ~Yp N Z fywA~ 1<- = w o t o.. IID =vim JJ 2r ~ma<a In II 1 x-11 1 m ZYY m $ a,A 10 10b f010 Z 7K fCO0,0 f~ yW~ I 1 y- K tS N N 60 (A 7K 1 ~'I I +d I b U1~ n((1(~~ ~li i I ~LD o4 § 2 J"I I II v 4111 VI yW1 J = U< 4j~ I 7 m QD NjCf jj HU jj I- h 40 _ btp ' lIa < m +'(V 41F NN `r~J Mme' ~`„.V]f I( i IA 00 _ + Lj u: If y 11 = ~ ~4 P A R K ~W ; ; S I T E ~iJj I ~ ~ Z ~ F <O♦ I < 'p ~~i 2 r °D I I I I ^I I: ~ I I I 41 D-000R U FN ~ wrn ~ 9 jF ~ ~ c~ `a°aO1o ~ ~ a < z CURVE NO. 2 (n Z ~ pN I ~ , .i 41 N~ cn D-01 2 I c~ w Z n n 1 w a'+ I m+ 11 1 ~r I b ( CURVE NO. 1 R=i 300.00 R.1500.00' (A V) w N (A Z-c T~13.81' ~ I 'r ~ a 00 U F. 40 4 I If 1 II Ra150000'" L-27.22' L-27.22' c5 < 1<_' w to w I II 1 I I 50 M 1 L-27.27' m CA ~6,' 11 I BRIMHALL ROAD T_13.64' II r --Tr-1 SCALE: 1" = 50' HORIZONTAL EXISTING j- j -,~ONSITE-PARK SUMP MIN. VOLUME REQUIRED: 6550 CU. FT. $ 1" = 5' VERTICAL VOLUME PROVIDED: 33389 CU. FT. n EXISTING PARI EXISTING PARKING LOT ELEVATION TOP: 367.00 i ELEVATION BOTTOM: 362.00 eg r~ > P- i Lt 374 O PROVIOE 6' C.L. FENCE 374 A _r _j 372:.... ; ra o 372 a,0w: 370 • 368 Vt t/i 2 O . N p.. r~ ......378 368 : . . . . 370 376. ,.4... N. IRA S > • ....376 ~6 . 366:....:.... buiiET :sTrkicTiiR E66 <01 o . g N • : : : . ; . . . . N .:....:374 364.......... PER C.O.B. sTD.: ,7 3684 374 0 I.~.. : : : : 10 N EX. BOTTOM OF SUMP 372 ° : EXISTING EP. : : : of 1 :372 362: _362.00 362 ' + oc. INVERT 18'... 2 < a r u EXt$T1NG GROUND : STORK( DRAIN . : 43 < W G7 I (td1 of o EXIST. SOUTH EDGE OF PAVEMENT : FINISHED PAVEMENT 0 4t 370 ...m N. a. 4ia LASHED PAVEMENT O GAS LINE : : QQ~ < • CENTERLINE ' : . 370 ..CJ ~Y 360 360 y 4 m . - - - - - - - - - - - - - - - - - - - - - ZL_-L --_-5 Q28-7- -J----- ----.jy r `..368 7.77 358:....:"' 358 368 .,vox ...................:.s'-=o.20 - -----------.T _ s-o.so7~ J co I:1 366 U ' :....:....:.......PROPOSED SOUTH F(OWLIN J E . +0. _----r'- ' ...:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....ExISTINCSOUTH FLOwuNE.......:........................ 356:....: U.o .1 : L & 4 8. 356 : ....:.......18 ; - - - - - - - - - - - - _ _ APPROX TOP 8' GAS UN PPROX. TOP 8' 6AS LINE : 386 mil 1 I o 364: - - - - - _ _ _ _ _ - _ _ _ _ 144 - - :....:........................:....364 354 :.....`~...m~.:....:....: 354 j.....; + `PROTECT EXISTING GAS LINE .O a '-EXIST. 42' SEWN= 362 . ly,, . . . 352:....: j. , ......R ~ .:IMV..35Z29... JlU C boPERAnaslLIis coataNA A w1nTl~i . ....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:....:.....362 :360 350 y.? . .:....:....:350 358 360 50UTNERN CIll• : Gtis. G4MPNrT . INSTALL 13 . : . :....F 100... 348 348 V.P . . . . . . . . . . . . . . . . . . • . . . . . . . . . _ r.. V.. V..J \ 1 f, L5, _ r.. _ _ „ . . . . • . • . ° , • • • , • , , . , • " ° ° ° • . RGJ-RCP o 61+50 62 I 63 64 65 .................6fi fi7 E 68 69 : 358 70 7i• _ _ _ _ 77 73- -74 75 5.38>< SECTION B-B n R/W BRIMHALL ROAD e4' r 6S 9 CONSTRUCT NEW LEGEND: I 8' 1 pVR SA~ASNCUT LINE BRIMHALL RD. CROWN IN PAYMENT STRAIGHT GRADE 6' TO 7' 8' TO 7' Q SURVEY MONUMENT STREET SIGN I 48' 1 BLOCK W r BY CAI DI R_~ 4a' TO 54' STREET UGHT-5800 LUMEN WALL Q EXISTING SURVEY MONUMENT 1 BY OTHERS 3 6' TO 7' 48' TO 4' EXls 6' TO 'r ; J F.L. FLOWTINE STREET LIGHT-9500 LUMEN 1 qt'~yI~WC~LIN~Ep SLOPE 24 } 4+ TYPE "B' 12' W ` F C.L. CENTERLINE TRAFFIC SIGNS I E115TNG PAVE1EIIi1 I - BY GTYpUT ENGIEER h z ASPHALT FUTURE r wz ; 'RIO - STOP C a CONCRETE MATCH MEDIAN a TYPE 'B' ASPHALT ELEV. ELEVATION "R10' - ONE WAY EXIST. w VARIIESz B.C.R. BEGIN CURB RETURN "Rtt" - 00 NOT ENTER 'R28" - NO PARKING 0.45' TYPE 'B" A.C. ~ FUTURE IMPROVEMENTS SLOPE _ 1.5 CONCRETE _ - N38 E.C.R. ENO CURB RETURN "R41" - RIGHT TURN ONLY 0.80' CLASS N AOG BASE 5.5' COMBINATION "W3' -CURVE ARROW SIDEWALK a s Pi B.C. BEGIN CURVE 'W31" - END 1.25' O.G. COMPACTED TO CURB AND GUTTER % "W53" - NOT A THROUGH STREET 95% RELATIVE DENSITY - NO OUTLET P.I.V.C. POINT OF INTERSECTION OF VERTICAL CURVE "WW58'I•- DOUBLE ARROW SECON C - CC - C GRIND 6' TAPER j L LIMITS OF 9579 5.5* COMBINATION 2" INTERCOM 2' INTERCONNECT P.O.V.C. POINT ON VERTICAL CURVE "W57" - SINGLE ARROW NO SCALE FUTURE 5.5'J A.C. LEVELING COURSE COMPACTION, NAnVE SIDEWALK PER CONDUIT CONDUIT STA, 66+33.65 TO STA. 74+58.95 SIDEWALK LIMITS OF 95X NATIVE ASTM D-1557 MATERIAL C.O.B STD. S-3. SECTION fM1PACTION. ri Ace 0 Arn_rrelT QACr T B.V.C. BEGIN VERTICAL CURVE ~ SEWER MANHOLE n STORM DRAIN MANHOLE PrI By. $EC ION ASTN 0-1357 NATERIAL SECTION A- A CURB AND GUTTER PER N.T.S. t. VA;. tnU VtK111;/L VVKVC *4t N.T.S. FUTURE CURB CLASS 2 AGGREGATE BASE C.O.S. SM. s-~. N. T. S. INTERCONNECT COND P.I. POINT of INTERSECTION SEMER CLEANOUT ONNECT CONDUIT P.R.C. PaNT OF REVERSE CURVATURE CATCH BASINP.C.C. POINT OF COMPOUND CURVATURE IM KOM I PAVEMENT TO BE ROUND TO 0.45' TYPE 'B' A.C. OVER MIN. .80' CL II AGGREGATE BASE OVER 1.25' COMPACTED ORIGINAL GROUND TO 95% RELATIVE DENSITY PER C.O.B. STANDARD S-35. f rovlded a d!M IH~ AKIMM File Nome: HM2iST03 Drawn: LGH " "A WA`Y-'-l~ 0-'V `MENT PLAN FOR SHEET No. DEPARTMENT Job No.: 97-212 Engineer: GAB r. BR/MHALL ROAD & JEWETTA A VENUE I3 of 5 CITY OF BA KERSF/EL D, CALIFORNIA PUBLIC WORKS DEPARTM Date: 5110199 lChecked B.