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HomeMy WebLinkAboutT8K068FLASHINGYELLOWBEACON_STINEATRIDGEVIEWHIGHSCHOOL_PG1 1 i' • r• •.....ierr • r....Ja _ -u.• i urM • ..s •Y.4W na s 1 «t.., - . e.• •r+Pr"';_ _ -+r.. ....-~.•r•e. y..7.~ `,'°""~:'?C'~"jn• .w-.A-, ~~j~~,' ¢.1~7ro p Ai.. ~ r 4~ i.• ; J w KAr .ty.r Kt P ^~,k'~. ~ r r~ • $ M 0 0 J V LIST OF DRA WINGS 007 pU o 9II 0 ~ MTV 'w0IED,~0 t SHEET 1 TITLE SHEET SHEET 2 FLASHING YELLOW BEACONS z FLASHING YELLOW BEA( ;EA CONS ON SACRAYBNTO W CAL TRANS 1992 S77NE ROAD AN FRANCISCO STANDARD PLANS AT RIDGEVIEW HIGH SC 1 SCHOOL 0 RSSNO ES-1A ES-6S T-12 Q ES-18 ES-8 T-13 ES-2C ES-10 LOS ANCBLSS 4 7 1/ 0 ES-2E ES-11 WHI TE ['ANY SAN DISCO ES-3C ES-13 I- I \ o/ w W ES-JD T-11 w STA TE OF CALIFORNIA ca I v7 cn Z PACHECO ROAD _ = 0 0 o > Z cn Q 0 CITY STANDARDS Cf) ~ V T-19 ~ W = NO TE: M 0 o THE CONTRACTOR MUST POSSESS THE FOLLOWING 3 CONVENTIONAL SYMBOLS P A N AM A LANE VALID LICENSES. 0 LLJ (Jo SEC TION LINE - EXIST. CURB & GUTTER _Z c0 1 LLJ CLASS A OR Cy-,10 J RIGHT-OF-WAY EXIST. A.C. FLOWLINE Q AT THE TIME THIS CONTRACT IS AWARDED. CENTERLINE - EXIST EDGE OF PAVEMENT cn r~ RAILROAD TRACKS - - GUARD RAIL Z - - - - FENCE IMPRO YEMEN TS nASWO BEACMS NO IF. R/DG'fNEW N GH SWOM z ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE (n W AND ARE SHOWN FOR INFORMATION ONLY. THE HOSKING'. N G1''`, ROAD CONTRACTOR SHALL CONTACT THE USA LOCATOR O SERVICE AT 1-800-842-2444, AND VERIFY UTILITY Lc 0 LOCATIONS 48 HOURS BEFORE STARTING CONSTRUCTION. DO UTILITY SYMBOLS w WATER LINE s SEWER LINE * McKEE ROAD 1 G GAS LINE o OIL LINE T BURIED TELEPHONE AERIAL UTILITY CABLE 0 Z -0- NEW SIGN X S TREE T SIGN •M.H. MANHOLE F•H' FIRE HYDRANT W APPROVED BY: P.P. W.M. POWER POLE El WATER METER @` oooae ~q fyc PUBLI WORKS POfECTOR IA~l r~ ~s FXISTING MONOMFNT , W. V. WATER VA/ VF Li w ce C 33710 APPROVAL RECOMMENDED: * Exp.6-30-98 ® FU TURE MONUMEN T M. GAS METER S.L. STREET LIGHT G.v. GAS VALVE LOCATION MAP ~~9tE lV1 ENC RING SERVICES MANAGER V MAP CA~~F O NOT TO SCALE 'CALF C.O. CLEAN OUT BENCHMARK File Name: 1495R_T.DWG Job No. T8K068 DESIGN ENGINEER FLASHING YELLOW BEACONS No PRE-EMPTION AUTOSCOPE CAMERA 1 O OPTICAL UNIT ON ST/NE ROAD 2 AT RIDGEVIEW HIGH SCHOOL SHEETS ~4,~. .at. -i•r- ,~r.f~. ,,a a' a :r.: ~•,'..qg. .r1 .,i.4't^,. . •.x., R°nr .y. T.,',, .a'~.,~ ,p- _L,t ':,at- - n -t.; .,i .,5_ NC9Mf fl.. v x - .1 ~ .r..'cR' p. ~ _ , r F~ cs ~ »i. y. •s` y~ r-~,~ ~ Ct 1 . .`}.C'F~ y-y,.. _p w ~ l~ IF ~ or':• i .,rf°4. '•,~.'•n .A'~.~~cc~t -'v,. ~♦1 F I r.. Jt Yp ~~.~•~•r4 V.~.'L J iF~'•'..d'. i~r., ~ + 8. .~4 ,r JR6. .~F (5, ~,.1,, tr •i.'x'.r. .e,,51~ ♦?~.1~~oRM%p xJrk~q:.: „I o'~~', .4 F. :?~i ~~r JJ ry^ d.r.y .IX-. 5;.. ,i ~ ~:Jit..•'~ tif,~4,,fln .J~~~ _ 3 JP ~~}l ~ ~.>'11~'Jy:,`~.~.•(~ e~n~. ,rye y~+•' y.rFr., -'s 'r..' 'r t. to - 4 ! 7.' r.•C ,+'dY.NY C. , 2.: ._..r .i r. y: r . , C'.? yLt, al;f'S•r'gy'T~w.d{.., % 2~•1! b...k`'_ -•a 2 y °.7^PX1k~ `k ,i~~ S r~ w r, ~•r ~:'.r ;.4 :4.~ A w ~ l1"i. y: r, cy''i,'sl,.•~'{♦'t,.' . ~1L1 ._~4~ I ry4♦T^;' :1T'"y, '.~t'r}~~5~ ha? ~y . ` y. ~ r~,j.,{ . ~ .ti!„~. ~ i+ lam' r;, "~w J. t~, a! F. ~~av~ .i~'• . r.. x. ' ' • , ~ ~~~;'1~~~. - _`T:.'~t -i._ .0.X'. 1- J dx Y,.,1~' - O QROFESS/o/ / _ tiTVQ4 o~OVLE D kp% <nlG~ R C 3710 EGISTERED C{VIL ENGIN ER xp r j\ ft~ yj . 6330-98 I~*~ JJ CITY 01 OF BAKER FIIELD ~~9TF CIVI R9 15 J ~~1 I; 'W7 r1 rI 1 BAKERSFIELD, CA 93301 CA~~F mm am SCALE: 1 "=40' STINE ROAD 2-4" CPC 2"GAS EX. C&G AND SIDEWALK O I` T R W R/W T w t . - ter- " _ R W EX EDGE OF PAVEMENT - r- _ W G STA. 10+00 _--o_ - l _ - - - - - -8 -G - - - F- f_60' - 11 t 12 w H 13 14 15 16 - - Ld - cAwf F eATY - - - c*+v -aa-- E F 112 16 17 18 - f - 20 ~ - 120' U) - - 110' _ i- P P.P.' .J R/W P. P P - • 60' - oo cArv -tea - - E P. P. 45' 45' 1 UTILITY SOURCE P.P CATV_.. _ U IL N REMOVE AND SALVAGE I EXISTING W65, R2, R72, 3 i POST AND FOUNDA ]ION. 4 3 ? 8 1 92~ r) l,~ i j 11.~ JY McKee Road 04 N ' i Ryzona EX C&G AND SIDEWALK. { YJiW J'..~1r~ U Drive 3 , ~ \ SCALE: 1 40' O R/W _l p 2-4" CPC I I~ N • R/W o t r - ^ +r W N -r - - P. P. - - - 4 "GAS J-- - - 2-4-- CPC T_ F.H. I 'T. I INSTALL "6, AND W66A Tv i P. P. R/W + G$P. V) 120' 22 _ 23 24 25 26 2s .30• P. P. w 27 M 28 W _ 29 ~l_ 3- 3 _ - 0 Z ~ - _ _ ®110'; ~ ~ i b J 55; t 48' h P.P. J MAILBOX M.H. 55: ~ ¢ - - --oo E CO -4)A" R W - - P.P. P.P. P. P. R/W INSTALL N156, AND W66A ON GSP. EX. C&C AND SIDEWALK r 1 i FUTURE C&G AND SIDEWALK SCALE: I"=40' STINE ROAD Londonderry Avenue REMOVE AND SALVAGE EX EDGE OF PAVEMENT EXISTING W55, R2, R72, POST AND FOUNDATION - - - R/W r P. P. L... P.P. 1 ` P.P. _R/W OW W - _ - - - - - ~10 - - - - - -39- NOTES 32 33 __34 34 - - 35 36 Sto. 36+37 NOTES w CFa I 4 Service shat Service shall be 120v/240v Type Ill-BF Pedestal, and placed at back of future sidewalk area. - - MThe Flash AILBOX e MAILBOX MAILBOX P.P. - - - - - m The Flasher Unit shall be equipped with a clock capable of being programmed to energize the flashing CAW— the flashing yellow beacons. Clock shall be Paragon Model EC72D or equal. - - - _ _ Bt - s - - - - - s - _ ~o P.P--- s- - © The Flashin< © The Flashing Unit, Clock, 15 amp circuit breaker and terminal block shall be mounted in INSTALL ff5-1, the utility c the utility area of the Type Ill-BF Service Pedestal. AND GSP. Flashing Bey Flashing Beacons shall be Type 9A per State Standard Plan ES-9A. Standards placement shall be determined - in the field - _ = _ _ _ _ - ® Flashing Be, in the field by the Engineer. R/W - ® Flashing Beacons shall be mounted MAT and shall have 12 inch yellow lenses and backplctes. R W I ® Contractor efteNI lr-r%l 11 r- ® Contractor shall furnish and install on Type 9A poles, signs W65, R2(25 MPH), and R72 or SR4 fabricated as a single unit. UUNUUU I UM JAoMLUULt FUTURE C&G AND LZJ Conduit shG L7J Conduit shall be schedule 40 pvc of standard iron pipe size as shown in schedule. Conduits 2,. Conduits 2,3,4,7,8,9, and 10 shall be placed in future sidewalk area. CONDUIT SIZE 2" 2" 1.5" 1. ' 1,51 2" 11,5* 1,5" 1. " 1. SIDEWALK CONDUCTOR RUN 1L © AS A ® ® A A ® Maximum le ® Maximum length of conduit between pull boxes shall not exceed 600 feet. The total angular bend of conduit between NEW OR EXIST. N N N N N N N N N N N N pullboxes sl pul/boxes shall not exceed 180 degrees. All pul/boxes shall be No. 5 except pull box next to service connection shall be 14 AWG 3 3 3 P. G. &E. J05 P. G. &E. jf043459. #14 AWG SPARE 1 1 1 1 12 GROUND 1 1 1 1 H osk in g ®Conduit No ® Conduit No 9 shall be bored where shown under sidewalk and have a minimum depth of 18 inches, conduit in a// other areas 8 AWG 3 3 3 3 3 3 3 STINE ROAD Avenue except for except for pavement crossing at Stine Road shall have a minimum depth of 24 inches. 8 AWG SPARE 1 1 1 1 1 1 t ® Conduit No. ® Conduit No. 11 trench may be open trenched, except that the portion under road pavement shall be bored. 8 GROUND 1 1 1 1 t 1 1 11 Removed sh 11 Removed sidewalk shall be replaced to the nearest weakened plane or expansion joint beyond the pit or damaged area. TOTAL 5 5 5 5 5 5 5 6 PRIMARY SERVICE 3 3 ile Nome: 1493RLT.OWG rown: RLT RLT FLASH/NC YELLOW BEACONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8KO68 n ineer.• R.L. TABLIT r. R.L. TABLIT Dote: 7114197 Checked By. TRAFFIC f By. TRAFFIC CW SME ROAD AT RIDCEEMEW /-AK H SCFKXX. 2 OF 2